07-01-2021

( No loading and unloading charges allowed for machinery loading and unloading )
(Lead) charges for (Lead) charges for

trucks and tippers trucks and tippers for
for Earth / Sand Rubble/Size stones/
Sl No. Distance
/Gravel / Murrum/ Cut Stones/ Coarse
Lime/ Surki/ per aggregate per
cu.meter cu.meter
1 2 3 4
1 Lead up to 1 km 1 30.40 29.40
2 Lead up to 2 km 2 42.60 41.10
3 Lead up to 3 km 3 56.80 54.80
4 Lead up to 4 km 4 69.00 66.50
5 Lead up to 5 km 5 81.10 78.30
6 for Every km beyond 5 km up to 30 km 30 12.20 11.70
7 for Every km beyond 30 km 10000 10.10 9.80
Rubble/ size stone/

Earth / Sand
cut stone/ Coarse
Sl No. Description of item /Gravel Murrum/ /
aggregate, Lime in
Surki/ Rs / cum
Rs/cum
1 Loading 21.80 43.60
2 Unloading 10.90 21.80

(Lead) charges for (Lead)
(Lead) charges for (Lead)
trucks and tippers charges for
trucks and tippers charges for
per cu.meter for trucks and
for Cement/ Steel/ trucks and
PCC slabs/ tippers per
RCC poles/ AC & tippers for
Shahabad slabs/ CC cu.meter for
GI sheets/ Packed Bricks
& Laterite blocks/ water/ 1000
materials/tonne /1000 nos
Wood/ cum litres
5 6 7 8
18.30 43.20 18.50 48.90
25.70 60.40 25.90 68.50
34.20 80.60 34.60 91.30
41.60 97.80 42.00 110.90
48.90 115.10 49.40 130.40
7.30 17.30 7.40 19.60
6.10 14.40 6.20 16.30
Cement in Bricks
Steel in Rs/Tonne
Rs/Tonne Rs/1000 Nos.
72.00 86.30 60.00
72.00 86.30 60.00

COMMON SoR 2020-2021
Reference to SoR
S.No Items CFMS code
page
Buildings SoR
1 Common burnt clay bricks (23x11x7cm) 10 MAT-00721
Flyash cement / lime solid blocks (50 Kgs/ sq.cm)
2 10 MAT-00756
290mmx225mmx140mm
3 11 MAT-00759
290mmx112/100mmx140mm
4 11 MAT-00760
225mmx100mmx60mm
5 Well burnt cinder aggregate 11 MAT-00763
Polished Shahabad / Tandur stone slabs 15mm to

6 12 MAT-00772
18mm thick
Polished black Kadapa slabs minimum of 15mm
7 12 MAT-00773
thick (0.457m x 0.457m)
High Polished Granite 16 to 18 mm thick up to 8'-

8 13 MAT-00777
00 (2.43 M) other than black and regular colours
High Polished Granite 16 to 18 mm thick up to 8'-

9 13 MAT-00778
00 (2.43 M) black.
10 16mm to 20mm thick marble slab 12 MAT-00779
Granite stone tiles 8mm thick (mirror polished of all
11 14 MAT-00783
shades)
Non-skid red or white full body Ceramic floor tiles of

size 300 x 300 mm and thickness between 7-8 mm
12 1st quality of any colour and finish in all shades and 14 MAT-00785
designs
Non-skid red or white full body Ceramic floor tiles of
size 400 x 400 mm and thickness between 7-8 mm
13 1st quality of any colour and finish in all shades and 14 MAT-00786
designs
Soluble salt porcelain vitrified tiles screen printed
and polished of size 600mm x 600mm , 8 to 10mm
14 15 MAT-00790
thick of any colour and finish in all shades and
designs
Nano polished / stain free soluble salt porcelain
vitrified tiles screen printed of size 600mm x 600mm
15 15 MAT-00791
and thickness between 8 to 10mm of any colour
and finish in all shades and designs
Double charged / multi charged stain free full body

porcelain vitrified tiles with double layer pigment of
16 Size 600 x 600 mm and thickness between 8-10 15 MAT-00793
mm of any colour and finish in all shades and
designs
Glazed red or white full body ceramic wall tiles of

size 200 x 300 mm / 245 mm x 325 mm and
17 16 MAT-00805
thickness 6 mm of any colour and finish in all
shades and designs
Glazed red or white full body ceramic wall tiles of
size 300 x 450 mm / 320 mm x 400 mm and
18 16 MAT-00806
thickness 6 mm of any colour and finish in all
shades and designs
19 Full body porcelain wall tiles of size 300 x 600 mm 16 MAT-00808
Chequered Cement Concrete heavy duty tiles

conforming to IS: 13801 using aggregates, cement,
20 pigments of size 300 x 300 mm and thickness 25 20 MAT-00835
mm of any shades
21 Medium teak wood scantilings up to 2m 21 MAT-00846

22 Medium teak wood scantilings 2 to 3m 21 MAT-00847
23 Medium teak wood scantilings above 3m 21 MAT-00848
24 Medium teak wood planks of any thickness 21 MAT-00849
23 Best teak wood scantilings up to 2m 21 MAT-00850
24 Best teak wood scantilings 2 to 3m 21 MAT-00851
25 Best teak wood scantilings above 3m 21 MAT-00852
26 Best teak wood planks of any thickness 21 MAT-00853
27 Sal wood scantlings any length 21 MAT-00860
28 Sal wood planks of any thickness 21 MAT-00861
29 6mm thick corrugated AC sheets 22 MAT-00862
Plain or Corrugated Galvanized iron sheets as per
30 22 MAT-00865
IS 277(0.1mm to 0.8 mm thickness)
31 Cost of MS Tube 23 MAT-00871

32 Cost of stainless steel pipes 304 grade 24 MAT-00872
33 Rabbit wire mesh (chicken mesh) 23 MAT-00894
34 Rolling Shutter (80x1.25mm) 22 MAT-00895
35 Collapsable steel shutters 22 MAT-00896
36 Brass tower bolt 150mm long 25 MAT-00907

37 Brass tower bolt 200mm long 25 MAT-00908
38 Al. tower bolt 150mm long 25 MAT-00913
41 MS powder coated tower bolt 100mm long 25 MAT-00919
44 Brass Butt hinges 150mm long 26 MAT-00921
45 Al. Butt hinges 150mm long 26 MAT-00931
46 Powder coated butt hinges 100mm long 26 MAT-00933
47 MS powder coated Butt hinges 150mm long 26 MAT-00935
48 Al. handle 125mm long 27 MAT-00938
49 Al. handle 150mm long 27 MAT-00939
50 MS powder coated handle 125mm long 27 MAT-00940
51 MS powder coated handle 150mm long 27 MAT-00941
52 Brass aldrop 300mm long 27 MAT-00942
53 Brass aldrop 450mm long 27 MAT-00943
54 Al. aldrop 250mm long 27 MAT-00946
55 Al. aldrop 300mm long 27 MAT-00947
56 MS powder coated aldrop 250mm long 27 MAT-00949
57 MS powder coated aldrop 300mm long 27 MAT-00950
58 Brass door stopper 29 MAT-00951
59 MS powder coated door stopper 29 MAT-00958
60 Heavy duty Al.door stopper 29 MAT-00962
61 Brass fancy handle 150mm long 27 MAT-00963
62 Brass fancy handle 450mm long 27 MAT-00967
63 Friction stay hinges for windows 29 MAT-00976
64 Cost of hydraulic floor springs 29 MAT-00982
65 Integral water proofing liquid 45 MAT-05372
66 Providing specialized high performance acrylic
polymer modified elastomeric cementitious
waterproof coating to the bottom and sides of 25
sunken slabs of toilets (SoR 2018-19)
67 Pre construction Anti termite treatment 30 MAT-05352
68 Specialized polysulphide sealant treatment to the
41 MAT-05365
expansion joints(size: 25mm x 12mm)
69 5mm thick plain float glass 52 MAT-01053

70 12mm thick plain float glass 52 MAT-01057
71 Cost of 12mm thick tinted glass 53 MAT-01063
72 Pin headed glass 4mm thick 52 MAT-01064
73 5mm thick ground glass 53 MAT-01067
74 Water based Cement Primer of Interior Grade- 1 53 MAT-01073

75 Water based Cement Primer of Exterior Grade- 2 53 MAT-01074
76 Red oxide Primer Paint Grade-I 53 MAT-01075
77 Zinc Chromate Yellow Oxide Iron Primer paint 53 MAT-01076
78 Wood primer 53 MAT-01077
79 Putty for wood work 53 MAT-01079
80 Spirit 54 MAT-01082
81 Linseed Oil 54 MAT-01083
82 Thinner for Melamine polish 54 MAT-01084
83 French Polish 54 MAT-01086
84 Melamine Polish 55 MAT-01088
85 Interior grade Poly -Urethene polish 55 MAT-01089
86 Exterior grade Poly -Urethene polish 55 MAT-01090
87 Acrylic based Oil bound Washable Distemper 54 MAT-01093
Synthetic polymer luxury plastic emulsion paint of
88 54 MAT-01067
superior grade
89 Water proof Cement paint 54 MAT-01095
90 Acrylic interior emulsion paint 54 MAT-01097
91 Acrylic exterior emulsion paint 54 MAT-01107
92 Water proof cement paint 54 MAT-01098
93 Synthetic enamel paint Grade - I 55 MAT-01102
Wall putty of White Cement or Polymer or Cement
94 53 MAT-01104
based
95 Exterior Texture 55 MAT-01105
96 Gold line Exterior Texture 55 MAT-01106
MDF Board: interior-Both Side Laminated -12 mm

97 59 MAT-01166
thick
MDF Board Interior - Both Side Laminated 18mm
98 59 MAT-01167
thick
99 Laminate sheets - Glossy finish: 1mm thick 62 MAT-01205

100 Laminate sheets - Mat finish: 1mm thick 62 MAT-01208
101 12.5mm Gypboard Tiles 595mm x 595mm 63 MAT-01236

102 Gypsom board plain sheets 12.5mm thick 63 MAT-01238
103 GI Ceiling Angle - 25mm x 10mm x 0.55mm 66 MAT-01239
GI Ceiling section - 51.5mm x 26mm x 10.5mm x
104 66 MAT-01240
0.55mm thick
Intermediate section - 45mm x 15mm x 15mm x
105 66 MAT-01241
0.9mm
Perimeter channel - 20mm x 27mm x 30mm (web)
106 66 MAT-01242
of 0.55mm thick
107 GI Angle - Precoated - 25mm x 25mm x0.7mm 66 MAT-01243
GI pre coated - T section - 24mm x 38mm x 0.7mm
108 66 MAT-01245
thick
Hotdipped GI Angle - Precoated - Grid -
109 66 MAT-01246
19mmx19mm
Polyster painted GI - T section 24x32mm and MAT-01247 & MAT-
110 66
24x25mm (sub-cross Tee) 01248
111 Polyster painted GI-T Section - 24mm x 27mm 66 MAT-01249
112 Aluminium angle - 24mmx 24mm 66 MAT-01250
Anodised Aluminium T section - 24mm x 24.5mm x
113 66 MAT-01251
2.4mm
114 Connecting Clips 66 MAT-01252
115 Rawl Plug 67 MAT-01253
116 6mm Nylon Rawl Plug 67 MAT-01254
117 Soffit Cleats 67 MAT-01255
118 Drywall screws - 25mm 67 MAT-01256
119 Jointing Compound 67 MAT-01257
120 Jointing Paper tape 67 MAT-01258
121 Drywall top coat 67 MAT-01259
122 Universal Holding Clips 67 MAT-01260
123 GI Rod - 4mm dia - Connecting Rod 67 MAT-01261
124 GI rod-prestraightened 2.0mm dia. - Connecting rod 67 MAT-01262
125 12mm Thermocole sheet 63 MAT-01271
Cement bonded pre-laminated particle boards
126 74 MAT-01310
aluminum glazed partitions
Mineral Fibre Ceiling Tile of 0.595m x 0.595m of 13
127 65 MAT-01315
mm thick Fissura Fine Model
Mineral Fibre Ceiling Tile of 0.595m x 0.595m of 15
128 65 MAT-01319
mm thick Fissura Fine Model
PVC door cladding to the flush doors

129 101 MAT-01339
shutters 1.50mm thick
130 30 mm thick flush shutter 83 MAT-01345
131 35 mm thick flush shutter 83 MAT-01346
Scientific Door with metal door frame (single leaf
132 92 MAT-01374
door)
Scientific Door with metal door frame (double leaf
133 93 MAT-01375
door)
Stainless steel Fire Rated doors, frames & shutters
134 96 MAT-01387
made of Stainless steel of 304 grade (60 minutes)
Lead Lined Stainless steel Clean room door frames
135 96 MAT-01391
and shutters
136 uPVC Two track two panels sliding door 104 MAT-05439
137 uPVC Three track three panels sliding door 104 MAT-05439
136 Pre painted steel windows

Windows with guard bars
i) Double shutters with central mullion 107 MAT-01412
MAT-01415 , MAT-
ii) Centre fixed both side openable shutters 107
01416
137 Pre painted steel Ventilators
MAT-01418 , MAT-
a) Top hung 129
01419, MAT-01420
MAT-01421 , MAT-
b) Fixed louvered 129
01422, MAT-01423
138 Pre painted steel Windows with fly mesh

i) Double shutters with central mullion 110 MAT-01430
ii) Centre fixed both side openable shutters(5'x4') 110 MAT-01432
iii) Centre fixed both side openable shutters(6'x4') 110 MAT-01433
Pre painted steel sliding window 2-Track with Two
139 117 MAT-01434
sliding shutters.
Pre painted steel sliding window 3-Track with Three
140 130 MAT-01488
sliding shutters.
141 Supply and fixing of UPVC casement windows 123 MAT-05444
Supply and fixing of UPVC casement cum fixed
142 123 MAT-05445
panel windows
Supplying and fixing of UPVC fixed windows /
143 122 MAT-05446
ventilators
Supply and fixing of UPVC sliding windows 2 track
144 124 MAT-05447
sliding (Area of window up to 1.75 sqm).
145 124 MAT-05448
sliding (Area of window upto 1.75 sqm).
146 sliding (Area of window above 1.75 sqm up to 2.50 124 MAT-05449
sqm).
147 Pre painted steel/ powder coate Structural Glazing 131 MAT-01489
148 Top Hung shutters in Structural Glazing 132 MAT-01490
..
Fixed Glazing 2'-0" x 2'-0" (609.6x609.6mm) and 2'-
149 a) 132 MAT-01491
0" x 3'-0" (609.6x914.4mm)
Fixed Glazing 3'-0" x 3'-0" (914.4x914.4mm), 3'-0" x
b) 133 MAT-01492
4'-0" (914.4x1219.2mm)
150 Dismantling
a) Stone masonry in cement mortar 133 MAT-01498
b) Flat stone in roof or floors including lifting : 133 MAT-01500
Pan tiled or Mangalore tiled roof with out roof
c) 133 MAT-01501
timbers :
d) Wrought and framed timber in roofs or floors 133 MAT-01503
e) Old lime mortar plaster 133 MAT-01504
f) Old cement mortar plaster 133 MAT-01505
g) Kadapa slabs or shahabad stone slabs on sand bed 133 MAT-01508
Clean removal of lime plaster from walls and raking
h) out joints 20mm deep or from terraced roof and 134 MAT-01511
raking out joints 100 mm deep
Clean removal of cement plaster from walls and
i) 134 MAT-01512
raking out joint 200 mm deep
Expansion joint filler board for buildings, columns,

151 134 MAT-01517
beams and slabs 25 mm thick
Labour charges for making, fabricating cup-boards

152 135 LAB-00418
with shutters, box cup-boards,
Rounding the edges of Kadapa / Shahabad stone
153 136 LAB-00503
slab of any thickness including polishing the same
Half rounding the edges of Marble / Granite slabs of

154 136 LAB-00504
all thicknesses and polishing the same
Full rounding the edges of Marble / Granite slabs of
155 136 LAB-00505
all thicknesses and polishing the same
Machine cutting charges for Marble / Granite slabs

156 136 LAB-00506
up to 50mm thickness by mechanical device
Flat nosing Shahabad/Kadapa slabs of any

157 136 LAB-00507
thickness
Labour charges for fabricating steel works like

Window Grills, Compound Wall Grills, Iron Doors,
158 136 LAB-00420
Windows including cost of welding rods, power
charges, excluding cost of fixing in position
Labour charges for fixing Iron Doors, Iron Windows

159 136 LAB-00421
and Window Grills in position
Labour charges for fabrication of stainless steel
160 136 LAB-00424
railing works
Labour charges for glass designing work( Etching
161 136 LAB-00426
work)
Labour charges for fixing flush door shutters to the
162 137 LAB-00429
existing door frame
163 Labour charges for fixing glass 137 LAB-00430
164 Powder coated Al. sections 140 MAT-01575

165 Rubber beading 141 MAT-01580
Chloropyriphos Lindane Emulsifiable concentrate of
166 141 MAT-01581
20%
Aluminium composite cladding 4mm thick with skin
167 141 MAT-01585
material thickness of 0.25mm
Aluminium composite cladding 4mm thick with skin
168 141 MAT-01586
material thickness of 0.50mm
169 Cement Jally 50mm thick 142 MAT-01589
170 24 gauge aluminium sheet 142 MAT-01590
7.5mm thick Aluminium Grill (as approved by the
171 142 MAT-01591
department) 3.58 Kg/Sqm
Pre-painted Galvalume Trapezoidal Profile Roofing
172 145 MAT-01625
sheets with 0.50mm thickness
173 G.I scam bolts & nuts 146 MAT-01632
174 8mm dia GI 'j' bolts & nuts 146 MAT-01634
175 GI washers 146 MAT-01635
176 Limpet washers (for scam & ‘J’ bolts) 146 MAT-01636
177 Bitumen washers 146 MAT-01637
159 White cement 146 MAT-01638
MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm
160 146 MAT-01639
ISA
161 Rubber/ Nylon door stop bushes 146 MAT-01640
162 Power Saw cutter - Hand Operated - Hire Charges 148 MAT-00206
161 Power Drill - Hand Operated - Hire Charges 148 MAT-00207
Reference to SSR
162 Hire charges for Access Scaffolding
page
A) Brick Masonry / Stone Maasonry
a) 1st floor 150
b) 2nd floor
c) 3rd floor
d) 4th floor
e) 5th floor
f) 6th floor
g) 7th floor
h) 8th floor
B) Plastering to walls
a) 1st floor 151
b) 2nd floor
c) 3rd floor
d) 4th floor
e) 5th floor
f) 6th floor
g) 7th floor
h) 8th floor
163 Hire charges for Stage Scaffolding
Ceiling Plastering
a) 1st floor 151
b) 2nd floor
c) 3rd floor
d) 4th floor
e) 5th floor
f) 6th floor
g) 7th floor
h) 8th floor
164
HIRE CHARGES FOR CENTERING&SCAFFOLDING-centering using Steel scaffolding pipes , jack props , wallers
Reference to SoR
a)
Footings 150
b)
Bed blocks, Steps
c)
Pedestals
d)
Plinth beams
165
HIRE CHARGES FOR CENTERING & SCAFFOLDING -Unsupported height of 3.66M - for Steel scaffolding pipes,
Reference to SoR
a)
Lintels 152
b)
Sunshades of any width
c)
Columns
d)
Beams
e)
RCC roof slabs upto 150 mm depth
f)
RCC slabs upto 150-300 mm depth
Note: - Centering & scaffolding charges for steel scaffolding with pipes, jack props, steel centring plates for unsupp
166
HIRE CHARGES FOR CENTERING & SCAFFOLDING -Unsupported height of 3.66M - Casurina Ballies , Bamboo
Reference to SoR
a) 153
Lintels
b)
Sunshades of any width
c)
Columns
d)
Beams
e)
RCC roof slabs upto 150 mm depth
f)
RCC slabs upto 150-300 mm depth
g) RCC vertical walls of plane surface (Labour charges
2018-19) PH SoR - page 13
(31 b 4-a)
167 178 (WS&S

PVC Clamps(110mm dia) Items) MAT-01993
Common SoR
LABOUR CHARGES
SKILLED
168 Bar bender 7 LAB-00001
169 Blacksmith 7 LAB-00002
170 Blaster 7 LAB-00003
171 Carpenter 7 LAB-00004
172 Work Inspector(Non technical) 7 LAB-00010
173 Mason / Brick layer 7 LAB-00011
174 Operator concrete mixer 7 LAB-00016
175 Operator Jackhammer / Pneumatic tamper (skilled) 7 LAB-00023
176 Painter 8 LAB-00035
177 Plumber / Pipe fitter 8 LAB-00036
SEMI SKILLED
177 Sprayer(semi skilled) 8 LAB-00057
178 Carpenter 8 LAB-00060
179 Plumber / Pipe fitter 7 LAB-00065
179 Mason / Brick layer 8 LAB-00091
180 Painter 8 LAB-00093
UN SKILLED
181 LAB-00120,
Man Mazdoor / Woman Mazdoor 8,9 LAB-00121
Cost of Materials :
182 Binding wire 11 MAT-00003
183 Detonator electric 12 MAT-00021
184 Sand (un-screened for concrete items) 12 MAT-00027
185 Sand (unscreened) for filling 12 MAT-00028
186 Sand(screened for mortar, plastering items) 12 MAT-00029
187 Impervious Water proof compound 14 MAT-00081
188 Gravel / Quarry spall 25 MAT-00177
189 Coarse graded Granular sub-base Material 2.36
mm & below (SoR 2018-19) 26 MAT-00191
190 Coarse graded Granular sub-base Material 9.5 mm
to 4.75mm 26 MAT-00194
191 Aggregates 6mm nominal size (HBG) 27 MAT-00215
193
Aggregates 13.20 / 12.50mm nominal size (HBG) 27 MAT-00217
196 Gelatin 80% 30 MAT-00264
197 Water charges(Urban) 35 MAT-00332
198 Water charges(Rural) 35 MAT-00333
199
PVC pipes 110mm dia.(4.00Kgs/sq.cm) 81 MAT-07634
Common SoR
200 Reference to SoR
Machinery Charges
a) Agitator car / Transit mixer 2 cum 43 HIR-00001& LAB-00317

b) Air compressor 7 cmm ( diesel) 43 HIR-00003& LAB-00319
c) Batching plant 0.50 cum (6 cum/hour) 43 HIR-00009& LAB-00325
d) Batching plant 2x1.00 cum(15 cum/hour) 43 HIR-00010& LAB-00326
e) Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum)capacity
43 HIR-00016& LAB-00329
f) Jack hammer 44 HIR-00039
g) Needle vibrator 40mm( petrol) 44 HIR-00040& LAB-00352
i) Shovel 0.85 cum 110hp 45 HIR-00052& LAB-00362
j) Lift charges of materials(Winch 35HP- Electric) 46 HIR-00066& LAB-00372
k) Concrete placer pump (25 cum/hr)(Electric) 46 HIR-00071& LAB-00375
Roads & Bridge works

201 Rough Stone (OTG) 15 MAT-00405
202 Rough Stone (HBG) 15 MAT-00302
203 Drilling 25mm dia. holes with pneumatic compressor
23 MAT-00512
Hire charges of plants & machinery
204 Dozer (D50) 27 HIR-00072
205 Mortar grader 27 HIR-00073
Hydraulic excavator 27 HIR-00052
Front end loader 27 HIR-00074
Tipper 5.50 cum 27 HIR-00052
206 Vibratory roller 8T 27 HIR-00062
207 Water tanker 6 KL 27 HIR-00076
208 Tractor with Rotavator 27 HIR-00078
209 Tractor with ripper attachment 27 HIR-00079
210 Seigniorage charges G.O.Ms.No.11 of Industries and Com

i) Coarse aggregate , stone
ii) Earth , Gravel
ii) Sand for mortar & filling
iv) Bricks
v) Colour Granite 16mm to 18mm thick
vi) Black Granite 16mm to 18mm thick
Non SSR items

1 Stainless steel base Plate 25mm dia.
2 Anchor bars in SS railing
3 Bonding anchor bars in SS railing
4 Al. round handles 150mm dia.
5 Labour charges including cost of nails, making
holes to wall and in aluminium sheet for expansion
joint
6 Cup board locks
7 Al. lock with handle
0-2021
S.No./ Item Code
Rate Unit
No.
BMT-A.01 6000.00 1000 Nos.

BMT-A-10 24.00 1 No.
BMT-A-13 11.00 1 No.
BMT-A-14 6.00 1 No.

BMT-A-17 614.00 1 Cum
BMT-B-05 1610.00 10 Sqm
BMT-B-06 1343.00 10 Sqm
BMT-B-10 2342.00 1 Sqm
BMT-B-11 1991.00 1 Sqm

BMT-B.14 889.00 1 sqm
BMT-B.16 1005.00 1 Sqm
BMT-C.01 370.00 1 Sqm
BMT-C.02 374.00 1 Sqm
BMT-C.06 418.00 1 Sqm
BMT-C.07 421.00 1 Sqm
BMT-C.09 612.00 1 Sqm
BMT-C.21 323.00 1 Sqm
BMT-C.22 396.00 1 Sqm

BMT-C.24 554.00 1 Sqm
BMT-D.07 269.00 1 Sqm
BMT - E.01 71195.00 1 cum

BMT - E.02 79106.00 1 cum
BMT - E.03 87017.00 1 cum
BMT - E.04 142391.00 1 cum
BMT - E.05 122614.00 1 cum
BMT - E.06 130525.00 1 cum
BMT - E.07 138436.00 1 cum
BMT - E.08 154257.00 1 cum
BMT - E.15 46217.00 1 cum
BMT - E.16 58690.00 1 cum
BMT-E.17 204.00 1 sqm
BMT-E.20 62.00 1 Kg
BMT-F.04 60.00 1 Kg
BMT-F.06 331.00 1 Kg
BMT-F.28 17.00 1 Sqm
BMT-F.29 3198.00 1 Sqm
BMT-F.30 2798.00 1 Sqm
BMT-G.02 231.00 1 No.

BMT-G.03 317.00 1 No.
BMT-G.08 84.00 1 No.
BMT-G.09 103.00 1 No.
BMT-G.11 144.00 1 No.
BMT-G.14 24.00 1 No.
BMT-G.15 35.00 1 No.
BMT-G.16 51.00 1 No.
BMT-G.22 324.00 1 No.
BMT-G.26 120.00 1 No.
BMT-G.28 20.00 1 No.
BMT-G.30 39.00 1 No.
BMT-G.33 92.00 1 No.
BMT-G.34 103.00 1 No.
BMT-G.35 32.00 1 No.
BMT-G.36 45.00 1 No.
BMT-G.37 1087.00 1 No.
BMT-G.39 2982.00 1 No.
BMT-G.41 284.00 1 No.
BMT-G.42 308.00 1 No.
BMT-G.44 129.00 1 No.
BMT-G.45 154.00 1 No.
BMT-G.46 168.00 1 No.
BMT-G.53 45.00 1 No.
BMT-G.57 53.00 1 No.
BMT-G.58 299.00 1 No.
BMT-G.62 1454.00 1 No.
BMT-G.71 91.00 1 No.
BMT-G.77 3537.00 1 No.
BMT-H.85 190.00 1 Ltr
BMT-H.62 381.00 1 RM
BMT-H.66 150.00 1 sqm

BMT-H.78 650.00 1 RM
BMT-I.02 474.00 1 sqm

BMT-I.06 996.00 1 sqm
BMT-I.12 1375.00 1 sqm
BMT-I.13 280.00 1 sqm
BMT-I.16 632.00 1 sqm
BMT-J.01 141.00 1 Kg
BMT-J.02 180.00 1 Kg
BMT-J.03 121.00 1 Ltr
BMT-J.04 175.00 1 Ltr
BMT-J.05 130.00 1 Ltr
BMT-J.07 130.00 1 Kg
BMT-J.10 96.00 1 Ltr
BMT-J.11 55.00 1 Ltr
BMT-J.12 131.00 1 Ltr
BMT-J.14 179.00 1 Ltr.
BMT-J.16 314.00 1 Ltr.
BMT-J.17 637.00 1 Ltr.
BMT-J.18 708.00 1 Ltr.
BMT-J.21 81.00 1 Kg
BMT-J.22 404.00 1 Ltr
BMT-J.23 49.00 1 Kg
BMT-J.24 168.00 1 Ltr
BMT-J.34 194.00 1 Ltr
BMT-J.25 1009.00 25 Kgs
BMT-J.29 248.00 1 Ltr
BMT-J.31 550.00 20 Kgs
BMT-J.32 818.00 25 Kgs
BMT-J.33 1060.00 25 Kgs
BMT-K.58 700.00 1 sqm
BMT-K.59 801.00 1 sqm
BMT-L.21 367.00 1 sqm

BMT-L.24 370.00 1 sqm
BMT-M.01 238.00 1 sqm

BMT-M.03 210.00 1 sqm
BMT-M.04 63.00 1 RM
BMT-M.05 72.00 1 RM
BMT-M.06 71.00 1 RM
BMT-M.07 63.00 1 RM
BMT-M.08 35.00 1 RM
BMT-M.10 46.00 1 RM
BMT-M.11 34.00 1 RM
BMT-M.12 & 13 40.00 1 RM

BMT-M.14 39.00 1 RM
BMT-M.15 24.00 1 RM
BMT-M.16 29.00 1 RM
BMT-M.17 3.00 1 No.
BMT-M.18 2.00 1 No.
BMT-M.19 4.00 1 No.
BMT-M.20 3.00 1 No.
BMT-M.21 2.00 1 No.
BMT-M.22 25.00 1 Kg.
BMT-M.23 4.00 1 RM
BMT-M.24 120.00 1 Ltr
BMT-M.25 3.00 1 No.
BMT-M.26 11.00 1 RM
BMT-M.27 8.00 1 RM
BMT-M.36 24.00 1 sqm
BMT-M.75 2908.00 1 sqm
BMT-M.80 321.00 1 sqm
BMT-M.84 416.00 1 sqm
BMT-N-10 375.00 1 sqm

BMT-N-16 1232.00 1 sqm
BMT-N-17 1396.00 1 sqm
BMT-N.45 9348.00 1 sqm
BMT-N.46 9971.00 1 sqm
BMT-N.58 11140.00 1 sqm
BMT-N.62 21041.00 1 sqm

BMT-N.85.A 5404.00 1 sqm
BMT-N.85.B 6996.00 1 sqm
BMT - P.04 5907.00 1 sqm

BMT - P.07,08 5411.00 1 sqm
BMT-P.10, 11 , 12 6295.00 1 sqm
BMT-P.13,14,15 4306.00 1 sqm
BMT - P.22,23 7288.00 1 sqm

BMT - P.24 6625.00 1 sqm
BMT - P.25 5797.00 1 sqm
BMT-P.26 6166.00 1 sqm
BMT-P.77 6818.00 1 sqm

BMT - P.78.A 6283.00 1 sqm
BMT - P.78.B 6517.00 1 sqm
BMT-P.79 5830.00 1 sqm
BMT - P.80.A 6038.00 1 sqm
BMT - P.80.B 8058.00 1 sqm
BMT - P.80.C 6220.00 1 sqm
BMT - Q.01 6625.00 1 sqm

BMT - Q.02 5355.00 1 sqm
BMT - Q.03&04 5466.00 1 sqm
BMT - Q.05&06 4295.00 1 sqm
BMT-S.01 390.00 1 cum

BMT-S.03 143.00 10 sqm
BMT-S.04 120.00 10 sqm
BMT-S.06 206.00 1 cum
BMT-S.07 44.00 10 sqm
BMT-S.08 55.00 10 sqm
BMT-S.11 66.00 10 sqm
BMT-S.14 44.00 10 sqm
BMT-S.15 54.00 10 sqm
BMT-U.05 329.00 1 sqm
BMM-V.07 605.00 1 sqm

BMM-V.09 105.00 1 RM
BMM-V.10 318.00 1 RM
BMM-V.11 412.00 1 RM
BMM-V.12 17.00 1 RM
BMM-V.13 50.00 1 RM
BMM-V.14 27.00 1 Kg
BMM-V.15 5.00 1 Kg
BMM-V.18 131.00 1 Kg
BMM-V.20 955.00 1 sqm
BMM-V.23 383.00 1 sqm

BMM-V.24 286.00 1 sqm
BMS-W-01 306.00 1 Kg
BMS-W-06 2.00 1 RM
BMS-W-09 217.00 1 Ltr
BMS-W.13 2387.00 1 sqm
BMS-W.14 2678.00 1 sqm

BMS-W.17 340.00 1 Sqm
BMS-W.18 256.00 1 sqm
BMS-W.19 941.00 1 sqm
BMS-W.55 386.00 1 sqm

BMS-W.62 5.00 1 No.
BMS-W.64 9.00 1 No.
BMS-W.65 2.00 1 No.
BMS-W.66 2.00 1 No.
BMS-W.67 2.00 1 No.
BMS-W.68 27.00 1 Kg
BMT-W.69 32.00 1 No.
BMT-W.70 9.00 1 No.
BMC-X.02 102.00 1 hour

BMC-X.03 95.00 1 hour
Material hire Labour

Unit
charges charges
10.32 79.46 1 Sqm
10.32 113.78 1 Sqm
10.32 148.09 1 Sqm
10.32 182.41 1 Sqm
10.32 216.72 1 Sqm
10.32 251.03 1 Sqm
10.32 285.33 1 Sqm
10.32 319.65 1 Sqm
1.03 7.95 1 Sqm

1.03 11.38 1 Sqm
1.03 14.81 1 Sqm
1.03 18.24 1 Sqm
1.03 21.67 1 Sqm
1.03 25.10 1 Sqm
1.03 28.53 1 Sqm
1.03 31.97 1 Sqm
2.46 15.91 1 Sqm
2.46 22.57 1 Sqm
2.46 29.23 1 Sqm
2.46 35.90 1 Sqm
2.46 42.56 1 Sqm
2.46 49.22 1 Sqm
2.46 55.89 1 Sqm
2.46 62.55 1 Sqm
pipes , jack props , wallers , Foot plates , brackets , steel centering plates etc.,
Material hire
charges Labour charges
1st 2nd 4th 5th 6th 7th 8th
3rd Floor
Floor Floor Floor Floor Floor Floor Floor
288.00 631.00
64.00 341.00 375.10 409.20 443.30 477.40 511.50 545.60 579.70
328.00 1004.00
695.00 760.50
for Steel scaffolding pipes, jack Props, Steel Centering Plates,etc.,

Material hire
3rd Floor
1180.00 1615.00 1777.00 1938.00 2100.00 2261.00 2423.00 2584.00 2746.00
233.00 248.00 273.00 298.00 322.00 347.00 372.00 397.00 422.00
355.00 2268.00 2495.00 2722.00 2948.00 3175.00 3402.00 3629.00 3856.00
2085.00 1903.00 2093.00 2284.00 2474.00 2664.00 2855.00 3045.00 3235.00
236.00 215.00 237.00 258.00 280.00 301.00 323.00 344.00 366.00
243.00 222.00 244.00 266.00 289.00 311.00 333.00 355.00 377.00
l centring plates for unsupported heights of every 610 mm height above 3.66 M, may
Casurina Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc.,
Material hire
3rd Floor
790.00 1251.00 1376.00 1501.00 1626.00 1751.00 1877.00 2002.00 2127.00
156.00 192.00 211.00 230.00 250.00 269.00 288.00 307.00 326.00
238.00 1757.00 1933.00 2108.00 2284.00 2460.00 2636.00 2811.00 2987.00
1395.00 1473.00 1620.00 1768.00 1915.00 2062.00 2210.00 2357.00 2504.00
158.00 167.00 184.00 200.00 217.00 234.00 251.00 267.00 284.00
163.00 172.00 189.00 206.00 224.00 241.00 258.00 275.00 292.00
1000.00
BMW-G.106 15.00 1 Each
I-1 665.00 1 Each

I-2 525.00 1 Each
I-3 605.00 1 Each
I-4 615.00 1 Each
I -10 600.00 1 Each
I -11 550.00 1 Each
I -16 540.00 1 Each
I - 23 540.00 1 Each
I - 35 615.00 1 Each
I - 36 615.00 1 Each
II - 1 500.00 1 Each
II - 4 500.00 1 Each
II - 9 500.00 1 Each
II - 35 500.00 1 Each
II - 37 500.00 1 Each
III - 3, 4 460.00 1 Each
3 56.00 1 Kg
21 9.00 1 No.
27(a) 510.00 1 Cum
27(b) 375.00 1 Cum
28 605.00 1 Cum
80 72.00 1 Kg
M - 008 130.00 1 Cum
M - 022 510.00 1 Cum
M - 025 585.00 1 Cum

M - 050 780.00 1 Cum
M - 051 965.00 1 Cum
M - 052 1130.00 1 Cum

M - 053 1400.00 1 Cum
M - 055 870.00 1 Cum
M - 104 60.00 1 Kg
M - 189(a) 110.00 1 KL
M - 189(b) 83.00 1 KL
PH Items Table 20 162.00 1 RM
Hire & Fuel Crew

CFMS code Total
charges charges
1 1840.90 1 hour HIR-00135 344.80 2185.70
3 1181.90 1 hour HIR-00137 259.60 1441.50
9 221.00 1 hour HIR-00144 415.50 636.50
10 713.10 1 hour HIR-00145 415.50 1128.60
16 154.50 1 hour HIR-00150 270.40 424.90

39 16.50 1 hour HIR-00173 405.60 422.10
40 28.40 1 hour HIR-00174 194.60 223.00
52 2658.10 1 hour HIR-00186 287.30 2945.40
66 326.00 1 hour HIR-00200 324.50 650.50
71 1323.90 1 hour HIR-00205 202.80 1526.70
1 171.45 1 cum
12 255.00 1 cum
143 167.00 1 RM
2 1635.00 1 Hour
3 3192.00 1 Hour
4 2945.40 1 Hour
5 1701.00 1 Hour
6 1014.30 1 Hour
7 2924.90 1 Hour
10 691.00 1 Hour
12 456.00 1 Hour
13 456.00 1 Hour
No.11 of Industries and Commerce (M.II) Dept. dt.11.02.2020

90.00 1 cum
45.00 1 cum
100.00 1 cum
80.00 1000 Nos.
45.90 1 sqm
58.65 1 sqm
30.00 1 No.
30.00 1 No.
15.00 1 No.
100.00 1 No.
25.00 1 No.
100.00 1 No.
75.00 1 No.
Unit
1 Cum
1 Cum
1 Cum
1 Cum
Unit
1 Cum
1 Sqm
1 Cum
1 Cum
1 Sqm
1 Sqm
Unit
1 Cum
1 Sqm
1 Cum
1 Cum
1 Sqm
1 Sqm
1 Sqm
Buildings SoR 2020-21
WATER SUPPLY AND SANITARY ITEMS
Sl. SoR
ITEM Item code CFMS code Rate
No. Page No.
Supply, laying, jointing 101.60 mm dia

1
SWG pipe
a) up to 1524mm (5') depth 156 BMW-A.01 MAT-01667 378.00
b) up to 914.40mm (3') depth 156 BMW-A.02 MAT-01668 376.00
Supply, laying, jointing 152.40mm dia
2
SWG pipe
a) up to 1524mm (5') depth 156 BMW-A.03 MAT-01669 559.00
b) up to 914.40mm (3') depth 156 BMW-A.04 MAT-01670 550.00
Labour charges for laying , jointing ,
3 testing SWG pipes up to 914.40mm (3') 156 BMW-A.05
depth
Labour charges for laying , jointing ,
4 testing SWG pipes up to 1524mm (5') 156 BMW-A.06
depth
5 Supply of 203.20mm (8") dia SWG pipe 157 BMW-A.17 MAT-01677 411.00
6 Supply of 254mm (10") dia SWG pipe 157 BMW-A.18 MAT-01678 752.00
7 Supply of 300mm (12") dia SWG pipe 157 BMW-A.19 MAT-01679 1084.00
8 150mm x 100mm SWG gully trap 159 BMW-A.72 MAT-01732 485.00
Inspection chamber 3' dia and upto 3'

9 160 BMW-B.03 MAT-05235 5518.00
depth
Inspection chamber 3' dia - 3' above
10 160 BMW-B.04 MAT-05236 8619.00
upto 5' depth
Inspection chamber 457.2mm x
11 457.2mm in brick masonry up to 161 BMW-B.06 MAT-01738 3238.00
914.4mm ( 3) depth
12 76.20mm (3") CI Nahany trap 1st quality 164 BMW-C.41,42 MAT-01775 288.00
13 Orissa pan 580mmx440mm - ISI marked 164 BMW-D.04,06 MAT-01783 1399.00

14 Brick masonry seat 165 BMW-D.09 MAT-01786 278.00
15 C.C Squatting plate 165 BMW-D.10 MAT-01787 83.00
16 S&F EWC with'S' trap 165 BMW-D.14,15 MAT-01790 1703.00
17 S&F Plastic seat and lid for EWC 165 BMW-D.16,17 MAT-01791 766.00
Flat back Wash hand basin 1st quality
18 166, 167 BMW-D.24,28 MAT-01798 1566.00
550mmx400mm-single CP Pillar cock
S&F flat back bowl urinal 440 x 265 x

19 167 BMW-D.33,36 MAT-01804 810.00
315
S&F flat back bowl urinal 590 x 375 x
20 167 BMW-D.35,36 MAT-01806 2647.00
390
S & F vitreous china porcelain sink (600
21 125 BMW-D.37,39 MAT-01807 4319.00
x 400 x 250)
S & F vitreous china porcelain sink (750
22 125 BMW-D.38,39 MAT-01808 4844.00
x 450 x 250)
23 S&F RCC terrazo sink 125 , 126 BMW-D.40,41 MAT-01809 704.00
24 Angle stop cock 12.70mm heavy duty 168 BMW-E.05,06 MAT-01812 408.00
25 12.70mm NP bib tap heavy duty 168 BMW-E.07,08 MAT-01813 349.00
26 12.70mm NP bib tap heavy duty 168 BMW-E.09,10 MAT-01814 223.00
27 S&F 31.75mm brass plumber union 168 BMW-E.11,12 MAT-01815 61.00
28 12.7mm dia. NP push cock 169 BMW-E.29 MAT-01826 234.00
29 GM peet valves
a) 15mm NB 170 BMW-F.21,22 MAT-01847 545.00
b) 20mm NB 170 BMW-F.19,20 MAT-01846 733.00
c) 25mm NB 170 BMW-F.17,18 MAT-01845 1051.00
d) 32mm NB 170 BMW-F.23,24 MAT-01848 1594.00
e) 40mm NB 170 BMW-F.25,26 MAT-01849 2155.00
f) 50mm NB 170 BMW-F.27,28 MAT-01850 3155.00
g) 65mm NB 170 BMW-F.29,30 MAT-01851 4868.00
h) 80mm NB 170 BMW-F.31,32 MAT-01852 7211.00
S& F Nominal Bore GI pipe Medium
30
Grade properties & weight
a) 15mm Nominal bore 172 BMW-F.79,80 MAT-05243 179.00
b) 20mm Nominal bore 172 BMW-F.81,82 MAT-05244 198.00
c) 25mm Nominal bore 172, 173 BMW-F.83,84 MAT-05245 258.00
d) 32mm Nominal bore 173 BMW-F.85,86 MAT-05246 359.00
e) 40mm Nominal bore 173 BMW-F.87,88 MAT-05247 401.00
f) 50mm Nominal bore 173 BMW-F.89,90 MAT-05248 436.00
65mm Tata or Zenith make or
31 173 BMW-F.91 MAT-01870 755.00
equivalent.
S & F 12.70 x 152.00 mm NP shower BMW-
32 173 MAT-01875 161.00
rose heavy F.100,101
Polyetheylene water storage tank with

33 174 BMW-G.01,02 MAT-01889 5.00
Double layer
31.75mm dia. PVC flexible waste pipe,
34 175 BMW-G.05 MAT-01892 22.00
914.4mm length
Supply & fixing of PVC low level system

35
with internal components & short bend
a) 10ltrs capacity single flush 175 BMW-G.08 MAT-01895 1254.00
b) 8 lts capacity single flush 175 BMW-G.10 MAT-01897 709.00
Single socket PVC/SWR pipes 4 kgs/
36
sqm
a) 75mm dia. 175 BMW-G.11 MAT-01898 216.00
b) 90mm dia. 175 BMW-G.12 MAT-01899 343.00
c) 110mm dia. 175 BMW-G.13 MAT-01900 410.00
37 Pipe clip
a) 75mm dia. 178 BMW-G.104 MAT-01991 13.00
b) 90mm dia. 178 BMW-G.105 MAT-01992 14.00
c) 110mm dia. 178 BMW-G.106 MAT-01993 15.00
d) 160mm dia. 178 BMW-G.107 MAT-01994 30.00
38 4" (101.6mm) multi floor trap with jali 179 BMW-G.119 MAT-02006 122.00
Labour charges for laying, fixing and
39 180 BMW-G.152
commissioning the PVC pipes
Chiselling the brick masonry wall and

40 184 BMW-I.07 MAT-02151 30.00
repairs as directed by the department
41 Cost of NP chain and rubber plug 185 BMW-I.18,19 MAT-02158 37.00
25.4mm dia & 609.6mm long aluminium
42 185 BMW-I.20,21 MAT-02159 146.00
anodized towel rod
S & F NP soap dish heavy type with NP
43 185 BMW-I.28,29 MAT-02163 208.00
screws
44 Teak wood blocks 76.2mm x 101.6mm 185 BMW-I.42,43 MAT-02171 23.00
45 Cutting holes in brick masonry 185 BMW-I.46
Cutting holes in RCC slab floor & repairs
46 186 BMW- I.47
labour charges only
12.70mm PVC connection with brass
47 186 BMW-I.48,49 MAT-02172 86.00
union nut CP coated
Constructing Brick masonry support for
G.I pipe with CM 304.8x228.6x 228.6
48 186 BMW-I.63,64 MAT-02180 68.00
mm size including plastering finishing etc
complete
49 CI frame and cover for gully traps 186 BMW-I.65,66 MAT-02181 110.00
S&F TV shap mirror with plastic frame
50 187 BMW-I.105,106 MAT-02206 452.00
size 609.60mm x 457.20mm
Supplying & fixing stainless steel sink
51 size 36" x 18" (914.4x457.2mm) 1 mm 188 BMW-I.119,120 MAT-02213 6471.00
thick with accessories
Supplying & fixing stainless steel sink
size 20" x 18" x 8"
52 188 BMW-I.123,124 MAT-02215 4637.00
(508x457.2x203.20mm) 1 mm thick with
accessories
Supplying & fixing white glazed porcelain

53 188 BMW-I.125 MAT-02217 470.00
channel 4" x 24" (101.6 x 609.6mm)
Supplying & fixing steel surgical long

54 elbow action handle 12.7mm dia bib 188 BMW-I.126 MAT-02218 853.00
cock
Chrome plated bib cock cum health
55 189 BMW-I.141 MAT-02233 3758.00
faucet jaquar make queen series
56 CPVC Pipes
15.90mm OD pipe - SDR 13.5 195 BMW-I.220 MAT-02312 53.00
22.20mm OD pipe - SDR 13.5 BMW-I.221 MAT-02313 85.00
15.90mm OD pipe - SDR 11 BMW-I.226 MAT-02318 61.00
PUBLC HEALTH ITEMS

1 Drilling of bore well by down the hole
hammer drilling to a finished dia of 111 Table 38
165mm
a) up to 90m depth 444.60
b) 90m to 150m depth 477.60
c) 150m to 250m depth 535.70
2
Drilling of bore well by Rotary drilling to a
finished dia of 350mm for insertion of 112 Table 38
175mm dia PVC blue casing pipe
1294.60
3 Cost and supply of 175mm dia PVC blue
113 Table 38
casing pipe 1100.00
4 Slotting charges for 175mm dia PVC

113 Table 38
blue casing pipe 350.00
5 Perforation charges for 180mm dia PVC

113 Table 38
casing pipe 325.00
6 Geological survey charges 113 Table 38 1200.00
Note: Add 10% extra for Agency area on items 1, 2 and 5

CFMS code Labour
Unit
1 RM
1 RM
1 RM
1 RM
LAB-00411 232.00 1 RM
LAB-00412 288.00 1 RM
1 RM
1 RM
1 RM
1 Each
1 Each
1 Each
1 Each
LAB-00163 50.00 1 Each
LAB-00165 377.00 1 Each

1 Each
1 Each
LAB-00168 264.00 1 Each
LAB-00169 76.00 1 Each
LAB-00170 319.00 1 Each
LAB-00173 127.00 1 Each
LAB-00173 127.00 1 Each
LAB-00174 319.00 1 Each
LAB-00174 319.00 1 Each
LAB-00175 225.00 1 Each
LAB-00178 43.00 1 Each

LAB-00179 29.00 1 Each
LAB-00180 29.00 1 Each
LAB-00181 14.00 1 Each
1 Each
LAB-00197 44.00 1 Each

LAB-00196 44.00 1 Each
LAB-00195 44.00 1 Each
LAB-00198 39.00 1 Each
LAB-00199 67.00 1 Each
LAB-00200 90.00 1 Each
LAB-00201 112.00 1 Each
LAB-00202 133.00 1 Each
LAB-00233 41.00 1 RM
LAB-00235 41.00 1 RM
LAB-00237 41.00 1 RM
LAB-00239 41.00 1 RM
LAB-00241 44.00 1 RM
LAB-00243 67.00 1 RM
1 RM
LAB-00248 20.00 1 Each
LAB-00258 1.00 1 Lt
1 Each
1 Each
1 Each
3 RM
3 RM
3 RM
1 Each
1 Each
1 Each
1 Each
1 Each
LAB-00259 70.00 1 RM
1 RM
LAB-00266 7.00 1 Each
LAB-00267 44.00 1 Each
LAB-00271 12.00 1 Each

LAB-00277 9.00 1 Each
LAB-00280 47.00 1 Each
LAB-00281 72.00 1 No.
LAB-00282 17.00 1 Each
LAB-00290 22.00 1 Each
LAB-00291 35.00 1 Each

LAB-00306 116.00 1 Each
LAB-00313 506.00 1 Each
MAT-02216 449.00 1 Each
1 Each
1 Each
1 Each
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
1 RM
A Name of the work : Establishment of Government Medical College at Vizianagaram in
Vizianagaram District
B Sources and Leads

Material Quarry Lead in KM
1 Cement
2 Steel
3 Sand for concrete, mortar Denkada 15.00
4 Sand for plastering Denkada 15.00
5 Sand for filling Denkada 15.00
6 Second Class Bricks Maddi 20.00
7 Fly ash bricks 290 x 225 x 140 Local 5.00
8 Fly ash bricks 290 x 100 x 140 Local 5.00
9 40mm HBG Metal Machine crushed Ambativasala 7.00
Coarse graded Granular sub-base Material
14 Ambativasala 7.00
9.5 mm to 4.75mm
Coarse graded Granular sub-base Material
15 2.36 mm Ambativasala 7.00
& below
16 Rough Stone OTG
17 Rough Stone HBG Ambativasala 7.00
18 Gravel Ambativasala 7.00
19 Shahabad stone slabs
20 Kadapa stone slabs
C Cement & Steel Rates December, 2020

1 Cement 3680.00
July, 2020
2 Fe - 500 / Fe - 500 D 41000.00
3 Mild Steel 38000.00
4 Structural Steel 41000.00
5 MS Flats 43000.00
D Allowances
1 Add for MAA @ 20% 0.20
2 Overheads & Contractors Profit @13.615% 0.13615
Water charges
Type of Habitation 2 1 for Rural
2 for Urban
Name of the work : Establishment of Government Medical College at Vizianagaram in Vizianagaram District
LEAD CHART (COMMON SoR 2020-2021) (Cement - December, 2020 & Steel - July, 2020 rates)
Initial
Reference MAA
S.No./ Cost Convey-
Sl. Source of to SSR Lead in Loading Unloading
Description Item Unit excluding ance Total
No. Materials page KM charges charges
Code No. seigniorage Charges
number 20%
charges
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12)
Ordinary Portland Cement 43 / 53
1 1 MT 3680.00 3680.00
grade
Reinforcement steel Fe- 500/ Fe -
2 1 MT 41000.00 41000.00
500 D
3 Mild steel bars 1 MT 38000.00 38000.00
4 Structural steel 1 MT 41000.00 41000.00
5 MS flats 1 MT 43000.00 43000.00
6 Sand (un-screened) Denkada 12 27(a) 1 Cum 15.00 510.00 172.70 682.70
7 Sand (unscreened) for filling Denkada 12 27(b) 1 Cum 15.00 375.00 172.70 547.70
8 Sand (screened for plastering items) Denkada 12 28 1 Cum 15.00 605.00 172.70 777.70
Common burnt clay bricks
9 Maddi 10 BMT-A.01 1000 Nos 20.00 6000.00 375.50 60.00 60.00 12.00 6507.50
(23x11x7cm)
Flyash cement / lime solid blocks (50

10 Local 10 BMT-A-10 1000 Nos 5.00 24000.00 420.39 309.49 309.49 123.79 25163.16
Kgs/ sq.cm) 290mmx225mmx140mm
Flyash cement / lime solid blocks (50

11 Local 11 BMT-A-13 1000 Nos 5.00 11000.00 186.84 137.55 137.55 55.02 11516.96
Kgs/ sq.cm) 290mmx100mmx140mm
Aggregates 40mm nominal size

12 Ambativasala 28 M - 055 1 Cum 7.00 870.00 72.30 942.30
(HBG)
(HBG)
Aggregates 13.20 / 12.50mm nominal
size (HBG)
(HBG)
16 Aggregates 6mm nominal size (HBG) Ambativasala 27 M - 050 1 Cum 7.00 780.00 72.30 852.30
MAT-
17 Stone chips Ambativasala 14 1 Cum 7.00 357.00 72.30 429.30
00068
MAT-
18 Coarse aggregate 40-20 mm Ambativasala 11 1 Cum 7.00 1180.00 72.30 1252.30
00009
Rough stones ( rubble ) 30 to 45 cm MAT-
19 Ambativasala 14 1 Cum 7.00 1533.33 72.30 1605.63
long 00076
20 Gravel / Quarry spall Ambativasala 25 M - 008 1 Cum 7.00 130.00 75.10 205.10
Road items
Coarse graded Granular sub-base 23 of Part-
21 Ambativasala M - 025 1 Cum 7.00 585.00 72.30 657.30
Material 9.5 mm to 4.75mm I(SoR)
Coarse graded Granular sub-base 26 of Part-
22 Material 2.36 mm Ambativasala I(SoR M - 022 1 Cum 7.00 510.00 72.30 582.30
& below 2018-19)
1) Certified that the leads mentioned in the lead statement are shortest and correct.
2) Certified that metal are to be obtained by blasting.
3) Certified that sufficient quantities & quanlity material are available in the quarries.
4) Certified that for non SSR items lowest market rates are adopted
5) Certified that 25% extra on labour towards Municipal area allowance is allowed .
C-DATA 37 of 3032
D A T A ( SoR 2020-21)
CEMENT MORTAR PER CUM CM (1:2) CM (1:3) CM (1:4) CM (1:5) CM (1:6) CM (1:8)
Cost of Sand for Plastering ( 1.05 cum ) 816.59 816.59 816.59 816.59 816.59 816.59
Cost of cement 2649.60 1766.40 1324.80 1059.84 883.20 662.40
Mazdoor ( Unskilled ) for mixing mortar
( 0.20 Nos.) 92.00 92.00 92.00 92.00 92.00 92.00
Add for MAA @ 20% 18.40 18.40 18.40 18.40 18.40 18.40
Rate per Cum 3576.59 2693.39 2251.79 1986.83 1810.19 1589.39
20 mm HBG graded metal

Arregates 20mm nominal size 0.60 1472.30 883.38
Arregates 13.20 / 12.50mm nominal size 0.15 1202.30 180.35
Rate per Cum 1304.56
12 mm HBG graded metal

Arregates 13.20 / 12.50mm nominal size 0.60 1202.30 721.38
Rate per Cum 1099.30
DATA
Amount
S. No. Description Quantity Rate (Rs.) Per Unit
(Rs.)
1 Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in
ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all
operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads &
contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS
308)
Ordinary Soil - Manual Means up to 3m depth

Unit : 1 cum
Taking output : 10.00 cum
a) Labour
Mazdoor ( Unskilled) 3.64 Nos. 460.00 1 No. 1674.40
Add for MAA @ 20% 0.20 1674.40 334.88
2009.28
b&c)
Overheads & Contractors Profit @13.615% 0.13615 2009.28 273.56

Cost for 10 cum ( a+b+c) 2282.84
Rate per cum (a+b+c) / 10 228.28
Rate per 1 cum Say 228
2 Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on
bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour
charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for
finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)
(BLD-CSTN-2-2)
Ordinary Soil - Mechanical Means up to 3m depth
Unit : 1 cum
C-DATA 38 of 3032
Amount
(Rs.)
a) Labour

Add for MAA @ 20% 0.20 3827.20 765.44
b) Machinery
Shovel 0.85 cum 110hp 6.00 hours 2658.10 1 Hour 15948.60

Crew charges 6.00 hours 287.30 1 Hour 1723.80
Add MA on crew charges 0.20 1723.80 344.76
22609.80
c&d)
Cost for 240 cum ( a+b+c+d) 25688.12
Rate per 1 cum (a+b+c+d) / 240 107.03
Say 107.00
3 Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on
bank for all lifts and with an initial lead of 10m and 3m to 6mdepth including all operational,incidental, labour
charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for
finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)
(BLD-CSTN-2-2)
Ordinary Soil - Mechanical Means up to 3m depth
Unit : 1 cum
a) Labour
Add for MAA @ 20% 0.20 3827.20 765.44
b) Machinery
Shovel 0.85 cum 110hp 6.00 hours 2658.10 1 Hour 15948.60
Crew charges 6.00 hours 287.30 1 Hour 1723.80
22609.80
c&d)
Cost for 240 cum ( a+b+c+d) 25688.12
Rate per 1 cum (a+b+c+d) / 240 122.32
Say 122.00
4 Filling with carted gravel in trenches,sides of foundations and basement with initial lead in layers not
exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all
peraitonal,incidental, labour charges,hire charges of T&P etc., and overheads & contractors profit complete for
fnished item of work(APSS NO.309&310)
(BLD-CSTN-2-8) & Amendment in page 12 of SoR 2014.15

Unit : 1 cum
Taking output = 6 cum 6.00 Cum
a) Labour
Mazdoor ( Unskilled ) 0.31 Nos. 460.00 1 No. 142.60

Add for MAA @ 20% 0.20 142.60 28.52
b)Material :
Gravel 6.00 cum 205.10 1 cum 1230.60
1401.72
Add for water @ 1% 0.01 1401.72 14.02
Rate per 6 cum 1415.74

C-DATA 39 of 3032
Amount
(Rs.)
1608.49
Say 268.00
5 Filling with carted coarse sand in trenches, sides of foundations and basement with initial lead in layers not
exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all
peraitonal,incidental ,labour charges,hire charges of T&P etc., and overheads & contractors profit complete for
fnished item of work(APSS NO.309&310)
(BLD-CSTN-2-8) & Addendum dt.14.05.2019 of the Chief Engineer (R&B) Buildings

Unit : 1 cum
Taking output 6.00 cum
a) Labour

Add for MAA @ 20% 0.20 142.60 28.52
b)Material :
Coarse sand for filling 6.00 cum 547.70 1 cum 3286.20
3457.32
Add for water @ 1% 0.01 3457.32 34.57
661.22
Say 661.00
6 Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of
foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including
cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P
etc., and overheads & contractors profit complete for fnished item of work (APSS NO.309&310)
(BLD-CSTN-2-9) & & Addendum dt.14.05.2019 of the Chief Engineer (R&B) Buildings
Unit : 1 cum
a) Labour
0.31 Nos. 460.00 1 No.
Mazdoor ( Unskilled ) 142.60
Add for MAA @ 20% 0.20 142.60 28.52
171.12
Add for water @ 1% 0.01 171.12 1.71
Rate per 6 cum (a+b+c) 172.83
196.36
Say 33.00
7 Conveyance of un-useful excavated earth to a distance of 3 KM for disposal including hire charges of T &
P, labour charges etc., and overheads & contractors profit complete for finished item of work.
Rate as per SoR 1 cum 56.80 1 cum 56.80
64.53
Rate per 1 cum Say 65.00
C-DATA 40 of 3032
Amount
(Rs.)
78.39
92.14
106.00
119.86

133.72
13 Supply and placing of Plain Cement Concrete M 7.5 grade for foundations using coarse aggregate 40mm
size hard, machine crushed granite from approved quarry using batching and mixing plant of 15 cum per hour
capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site
including all operational, incidental and labour charges, transporting concrete in transit mixer, curing etc., and
overheads & contractors profit complete for finished item of work (APSS No. 402)
RBR-FNDN-12-'(C)-ii--Case II
Unit : 1 cum
Taking out put = 120 cum
Material
Cement 19.44 MT 3680.00 1 MT 71539.20
Fine aggregate ( Sand ) 54.00 Cum 682.70 1 Cum 36865.80
Coarse aggregate 40mm 108.00 Cum 942.30 1 Cum 101768.40
210173.40
Labour
1st class Mason 0.90 Nos. 550.00 1 Each 495.00
2nd class Mason 2.10 Nos. 500.00 1 Each 1050.00
Mazdoor(unskilled) 18.88 Nos. 460.00 1 Each 8684.80
Add for MAA @ 20% 0.20 10229.80 2045.96
12275.76
Machinery
Batching plant 15cum per hour capacity 6.00 hours 713.10 1 hour 4278.60
Crew charges 6.00 hours 415.50 1 hour 2493.00
Add for MAA @ 20% 0.20 2493.00 498.60
C-DATA 41 of 3032
Amount
(Rs.)
Loader 1 cum capacity 6.00 hour 1701.00 1 hour 10206.00
Transit mixer 15.00 hours 1840.90 1 hour 27613.50
Add for MAA @ 20% 0.20 2068.80 413.76
47572.26
Rate for 120 Cum 270021.42
Rate for 1 Cum 2250.18
Say 2557.00
14 Supply and placing of Plain Cement Concrete M 5 grade for foundations using coarse aggregate 40mm
size hard, machine crushed granite from approved quarry using batching and mixing plant of 15 cum per
hour capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to
site including all operational, incidental and labour charges, transporting concrete in transit mixer, curing etc.,
and overheads & contractors profit complete for finished item of work (APSS No. 402)
Unit : 1 cum
Material
Cement 15.552 MT 3680.00 1 MT 57231.36
195865.56
Labour
Add for MAA @ 20% 0.20 10229.80 2045.96
12275.76
Machinery
Add for MAA @ 20% 0.20 2493.00 498.60
Add for MAA @ 20% 0.20 2068.80 413.76
47572.26
Rate for 120 Cum 255713.58
Say 2421
15 Reinforced cement concrete (1:5:10) proportion (Cement: fine aggregates: coarse aggregate) using 40mm
size (SS5) hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all
materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site including centering using
Casurina Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc., shuttering, machine
mixing, laying concrete, lifting concrete mechanically , vibrating, curing, etc., and overheads & contractors profit
complete as per drawings but excluding cost of steel and it's fabrication charges for finished item of work (APSS
NO. 402 & 403) for dummy columns.
(BLDS-CSTN-3-13)
Unit: 1 Cum
A.MATERIALS :
Cement 129.60 Kgs 3680.00 1000 Kgs 476.93
C-DATA 42 of 3032
Amount
(Rs.)
40mm HBG metal 0.90 Cum 942.30 1 Cum 848.07
Sand 0.45 Cum 682.70 1 Cum 307.22
B.LABOUR :
1st class Mason 0.167 Nos 550.00 1 Each 91.85
2nd class Mason 0.167 Nos 500.00 1 Each 83.50
Mazdoor (unskilled) 4.70 Nos 460.00 1 Each 2162.00
Add for MAA @ 20% 0.20 2337.35 467.47
C.MACHINERY :
Concrete Mixer 10 / 7 cft (0.2 / 0.8 1.00 hour 154.50 1 hour 154.50
cum)capacity
Crew charges 1.00 hour 270.40 1 hour 270.40
Needle vibrator 40mm ( petrol ) 1.00 hour 28.40 1 hour 28.40
Add for MAA @ 20% 0.20 465.00 93.00
Water(including for curing) 1.20 kl 110.00 1 kl 132.00
Basic cost per 1 cum 5309.93
Rate for other Floors SF TF 4F 5F 6F 7F

Rate as above 5309.93 5309.93 5309.93 5309.93 5309.93 5309.93
Hire charges of centering and scaffolding 238.00 238.00 238.00 238.00 238.00 238.00
Labour , lift charges for scaffolding 1933.00 2108.00 2284.00 2460.00 2636.00 2811.00
Add for MAA @ 20% 386.60 421.60 456.80 492.00 527.20 562.20
Lift charges of materials (Winch 35 hp 434.56 478.01 521.47 564.93 608.38 651.84
electric)
Crew charges 432.56 475.81 519.07 562.33 605.58 648.84
Add for MAA @ 20% 86.51 95.16 103.81 112.47 121.12 129.77
Rate per 1 cum 8821.16 9126.52 9433.09 9739.65 10046.21 10351.58
Overheads & Contractors Profit @13.615% 1201 1242.58 1284.31 1326.05 1367.79 1409.37
Rate per 1 cum 10022.16 10369.10 10717.40 11065.70 11414.00 11760.95
Say 10022 10369 10717 11066 11414 11761
Rate for other Floors 8F

Rate as above 5309.93
Hire charges of centering and scaffolding 238.00
Labour , lift charges for scaffolding 2987.00
Add for MAA @ 20% 597.40
Lift charges of materials (Winch 35 hp 695.29
electric)
Crew charges 692.09
Add for MAA @ 20% 138.42
Overheads & Contractors Profit @13.615% 1451.11
Say 12109
16 Supply and placing of Vibrated Plain Cement Concrete M 10 grade using 40mm, 20mm and 10mm size
machine crushed hard granite metal (coarse aggregate) in (2:2:1) ratio from approved quarry using batching
and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials like cement,
sand, coarse aggregate, water etc. to site including all operational, incidental and labour charges, transporting
concrete in transit mixer, vibrating, curing etc., and overheads & contractors profit complete for finished item of
work for footings and basement (APSS No. 402)
Unit : 1 cum
Material
Cement 26.40 MT 3680.00 1 MT 97152.00
260734.20
C-DATA 43 of 3032
Amount
(Rs.)
Labour
Add for MAA @ 20% 0.20 10229.80 2045.96
12275.76
Machinery
Add for MAA @ 20% 0.20 2493.00 498.60
Add for MAA @ 20% 0.20 2068.80 413.76
Needle vibrator 40mm ( petrol ) 6.00 hours 28.40 1 hour 170.40
49143.78
Rate for 120 Cum 322153.74
Say 3050
17 Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with cement content
of 380 kgs per 1 cum of concrete using batching and mixing plant of 15 cum per hour capacity with
20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386
Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate
(sand) coarse aggregate, water etc., to site, centering using steel scaffolding pipes , jack props , wallers , foot
plates , brackets , steel centering plates etc., including all operational, incidental and labour charges such as
weigh batching, machine mixing, lifting of concrete manually, laying concrete, vibrating, curing etc., and
overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of
work (APSS No. 402)
BLD-CSTN-3-17
FOUNDATIONS , PLINTH , PEDESTALS ( Below Plinth)
A.MATERIALS :
Cement 380.00 Kgs 3680.00 1000 Kgs 1398.40
20mm HBG graded metal 0.80 Cum 1304.56 1 Cum 1043.65
Sand 0.40 Cum 682.70 1 Cum 273.08
B.LABOUR :
Mazdoor (both men&women) 0.917 Nos 460.00 1 Each 421.82
Add for MAA @ 20% 0.20 480.62 96.12
C.MACHINERY :
Concrete pump 0.222 hours 1323.90 1 hour 293.91
C-DATA 44 of 3032
Amount
(Rs.)
a Footings
Rate for Design mix M 25 1.00 Cum 4599.48 1 Cum 4599.48
Hire charges of centering and scaffolding 1.00 Cum 288.00 1 Cum 288.00
Labour charges 1.00 Cum 631.00 1 Cum 631.00
Add for MAA @ 20% 0.20 631.00 126.20
5644.68
Say 6413.00
b) Raft slab
Add for MAA @ 20% 0.20 341.00 68.20
5072.68
Say 5763.00
c) Column pedestals
Rate for Design mix M 25 as above 1.00 Cum 4599.48 1 Cum 4599.48
Add for MAA @ 20% 0.20 1004.00 200.80
6132.28
Say 6967.00
d) Plinth Beams
Add for MAA @ 20% 0.20 760.50 152.10
6207.08
Say 7052.00
e) Base slab for Raft of STP /Sump / Septic tank :

Add for MAA @ 20% 0.20 341.00 68.20
5072.68
Say 5763.00
f) Haunh Concrete
Say 5226.00
C-DATA 45 of 3032
Amount
(Rs.)
18 Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with cement content of
380 kgs per 1 cum of concrete using batching and mixing plant of 15 cum per hour capacity with 20mm
size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to
Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand)
coarse aggregate, water etc., to site, centering using casurina ballies, bamboos, wooden reapers, runners, wood
posts, wall plates etc., including all operational, incidental and labour charges ,transporting concrete using transit
mixer, lifting concrete mechnically, laying concrete using concrete pump, vibrating, curing , overheads &
contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work
(APSS No. 402)
BLD-CSTN-3-18
COLUMNS, LINTELS, WATER TANKS, RCC WALL IN BUILDINGS:
A.MATERIALS :
Cement 380.00 Kgs 3680.00 1000 Kgs 1398.40
Sand 0.40 Cum 682.70 1 Cum 273.08
B.LABOUR :
Add for MAA @ 20% 0.20 887.81 177.56
C.MACHINERY :
a) COLUMNS :
un supported height up to 3.66 m
Rate for other Floors FF SF TF 4F 5F 6F
Rate as above 6263.72 6263.72 6263.72 6263.72 6263.72 6263.72
Labour charges 1757.00 1933.00 2108.00 2284.00 2460.00 2636.00
Add for MAA @ 20% 351.40 386.60 421.60 456.80 492.00 527.20
Rate per 1 cum 8610.12 8821.32 9031.32 9242.52 9453.72 9664.92
Overheads & Contractors Profit @13.615% 1172.27 1201.02 1229.61 1258.37 1287.12 1315.88
Rate per 1 cum 9782.39 10022.34 10260.93 10500.89 10740.84 10980.80
Say 9782 10022 10261 10501 10741 10981
Rate for other Floors 7F 8F

Rate as above 6263.72 6263.72
Hire charges of centering and scaffolding 238.00 238.00
Labour charges 2811.00 2987.00
Add for MAA @ 20% 562.20 597.40
Rate per 1 cum 9874.92 10086.12
Overheads & Contractors Profit @13.615% 1344.47 1373.23
Rate per 1 cum 11219.39 11459.35
Say 11219 11459
B) SIDE WALLS
i) 100mm thick side walls
Cost of M 25 design mix 0.10 cum 6263.72 1.00 cum 626.37
C-DATA 46 of 3032
Amount
(Rs.)
Rate for other Floors FF

Rate per 10 sqm 1626.37
Say 1848
ii) 150mm thick side walls


Rate as above 939.56 939.56 939.56 939.56 939.56 939.56
Rate per 10 sqm 1939.56 1939.56 1939.56 1939.56 1939.56 1939.56
Rate per 1 sqm 2203.63 2203.63 2203.63 2203.63 2203.63 2203.63
Say 2204 2204 2204 2204 2204 2204

Rate as above 939.56 939.56
Rate per 10 sqm 1939.56 1939.56
Rate per 1 sqm 2203.63 2203.63
Say 2204 2204
iii) 125mm thick side walls


Say 2026
iv) 200mm thick side walls


Say 2559
v) 230mm thick side walls

Rate for other Floors FF SF

Rate as above 1440.66 1440.66
Lift charges of materials(Manual) 0.00 0.00
Add for MAA @ 25% 0.00 0.00
C-DATA 47 of 3032
Amount
(Rs.)
Rate per 10 sqm 2440.66 2440.66
Rate per 1 sqm 2772.96 2772.96
Say 2773 2773
vi) 250mm thick side walls


Say 2915
vii) 1000mm thick at bottom and 500mm

thick at top

Say 6474
viii) 1000mm thick at bottom and 300mm

thick atMtop
Cost of 25 design mix 0.65 cum 6263.72 1.00 cum 4071.42

Say 5762
ix) 600mm thick at bottom and 300mm thick

at top

Say 4339
x) 500mm thick at bottom and 300mm thick

at top

C-DATA 48 of 3032
Amount
(Rs.)
Say 3983
of 380 kgs per 1 cum of concrete using weigh batcher / mixer with 20mm size graded machine crushed hard
granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry
including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc.,
to site, centering using casurina ballies, bamboos, wooden reapers, runners, wood posts, wall plates etc.,
including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of
concrete mechanically, laying concrete, vibrating, curing , overheads & contractors profit etc., complete but
excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)
(BLD-CSTN-3-15)
COLUMNS, LINTELS, WATER TANKS, RCC WALL IN BUILDINGS:
A.MATERIALS :
Cement 380.00 Kgs 3680.00 1000 Kgs 1398.40
Sand 0.40 Cum 682.70 1 Cum 273.08
B.LABOUR :
Add for MAA @ 20% 0.20 2751.35 550.27
C.MACHINERY :
Batching plant 0.50cum 1.333 hours 221.00 1 hour 294.59
LINTELS :
Rate as above 7457.11 7457.11 7457.11 7457.11 7457.11 7457.11
Labour charges 1251.00 1376.00 1501.00 1626.00 1751.00 1877.00
Addcharges
Lift for MAAof@materials(Winch
20% 35HP- 250.20 275.20 300.20 325.20 350.20 375.40
Electric) 0.00 434.56 478.01 521.47 564.93 608.38
Crew charges 0.00 432.56 475.81 519.07 562.33 605.58
Add for MAA @ 20% 0.00 86.51 95.16 103.81 112.47 121.12
Rate per 1 cum 9748.31 10851.94 11097.30 11342.66 11588.04 11834.60
Rate per 1 cum 11075.54 12329.43 12608.20 12886.96 13165.75 13445.88
Say 11076 12329 12608 12887 13166 13446

Rate as above 7457.11 7457.11
Add for MAAof@materials(Winch
Lift charges 20% 35HP- 400.40 425.40
Electric) 651.84 695.29
Crew charges 648.84 692.09
Add for MAA @ 20% 129.77 138.42
Rate per 1 cum 12079.96 12325.32
C-DATA 49 of 3032
Amount
(Rs.)
Rate per 1 cum 13724.65 14003.41
Say 13725 14003
of 380 kgs per 1 cum of concrete using batching and mixing plant of 15 cum per hour capacity with
20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386
Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate
(sand) coarse aggregate, water etc., to site, centering using steel scaffolding pipes , jack props , wallers , foot
plates , brackets , steel centering plates etc., including all operational, incidental and labour charges
,transporting concrete using transit mixer, lifting concrete mechnically, laying concrete using concrete pump,
vibrating, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication
charges for finished item of work (APSS No. 402)
a) COLUMNS :
i) un supported height up to 4.27 m
Rate as above 6263.72 6263.72 6263.72 6263.72 6263.72 6263.72
Extra staging (Hire) 59.16 59.16 59.16 59.16 59.16 59.16
Labour charges 2268.00 2495.00 2722.00 2948.00 3175.00 3402.00
Extra staging (Labour) 377.98 415.82 453.65 491.31 529.15 566.98
Add for MAA @ 20% 529.20 582.16 635.13 687.86 740.83 793.80
Rate per 1 cum 9853.06 10170.86 10488.66 10805.05 11122.86 11440.66
Rate per 1 cum 11194.55 11555.62 11916.69 12276.16 12637.24 12998.31
Say 11195 11556 11917 12276 12637 12998

Extra staging (Hire) 59.16
Labour charges 3629.00
Extra staging (Labour) 604.81
Add for MAA @ 20% 846.76
Say 13359
ii) un supported height up to 4.88 m

Rate as above 6263.72 6263.72 6263.72 6263.72 6263.72 6263.72
Labour charges 2268.00 2495.00 2722.00 2948.00 3175.00 3402.00
Add for MAA @ 20% 604.79 665.33 725.86 786.13 846.66 907.19
Rate per 1 cum 10365.81 10729.01 11092.21 11453.81 11817.00 12180.19
Rate per 1 cum 11777.12 12189.76 12602.41 13013.25 13425.88 13838.52
Say 11777 12190 12602 13013 13426 13839
iii) un supported height up to 5.49 m

Rate as above 6263.72 6263.72 6263.72 6263.72 6263.72 6263.72
C-DATA 50 of 3032
Amount
(Rs.)
Labour charges 2268.00 2495.00 2722.00 2948.00 3175.00 3402.00
Add for MAA @ 20% 680.39 748.49 816.59 884.39 952.49 1020.59
Rate per 1 cum 10878.55 11287.15 11695.75 12102.54 12511.14 12919.73
Rate per 1 cum 12359.66 12823.90 13288.13 13750.30 14214.53 14678.75
Say 12360 12824 13288 13750 14215 14679
c) un supported height up to 6.10 m

Rate as above 6263.72 6263.72 6263.72 6263.72 6263.72 6263.72
Labour charges 2268.00 2495.00 2722.00 2948.00 3175.00 3402.00
Add for MAA @ 25% 756.00 831.66 907.33 982.66 1058.33 1134.00
Rate per 1 cum 11391.36 11845.36 12299.36 12751.35 13205.36 13659.36
Rate per 1 cum 12942.29 13458.11 13973.92 14487.45 15003.27 15519.08
Say 12942 13458 13974 14487 15003 15519
c) un supported height up to 7.32 m

Rate as above 6263.72 6263.72
Extra staging (Hire) 354.99 354.99
Extra staging (Labour) 2267.91 2494.90
Add for MAA @ 20% 907.18 997.98
Rate per 1 cum 12416.80 12961.59
Rate per 1 cum 14107.35 14726.31
Say 14107 14726
21 Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum
cement content of 380 kgs per 1 cum of concrete using batching and mixing plant of 15 cum per hour
capacity with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970
and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement,
fine aggregate (sand) coarse aggregate, water etc., to site, centering using casurina ballies, bamboos,
wooden reapers, runners, wood posts, wall plates etc., including all operational, incidental and labour
charges ,transporting concrete using transit mixer, lifting concrete mechnically, laying concrete using concrete
pump, vibrating, curing , overheads & contractors profit etc., complete but excluding cost of steel and its
fabrication charges for finished item of work (APSS No. 402)
(BLD-CSTN-3-19)
RCC SLABS , BEAMS :
A.MATERIALS :
Cement 380.00 Kgs 3680.00 1000 Kgs 1398.40
Sand 0.40 Cum 682.70 1 Cum 273.08
B.LABOUR :
Add for MAA @ 20% 0.20 250.83 50.17
C.MACHINERY :
C-DATA 51 of 3032
Amount
(Rs.)
A) BEAMS :
Rate as above 3854.02 3854.02 3854.02 3854.02 3854.02 3854.02
Add for MAA @ 20% 294.60 324.00 353.60 383.00 412.40 442.00
Rate for 1 cum 7016.62 7193.02 7370.62 7547.02 7723.42 7901.02
Rate per 1 cum 7971.93 8172.35 8374.13 8574.55 8774.96 8976.74
Say 7972 8172 8374 8575 8775 8977

Rate as above 3854.02 3854.02
Labour , lift charges for scaffolding 2357.00 2504.00
Add for MAA @ 20% 471.40 500.80
Rate for 1 cum 8077.42 8253.82
Rate per 1 cum 9177.16 9377.58
Say 9177 9378
B) RCC SLABS :
a) Grade slab 150mm thick
Say 657.00
b) Roof Slabs 125mm thick :


Rate as above 481.75 481.75 481.75 481.75 481.75 481.75
Add for MAA @ 20% 33.40 36.80 40.00 43.40 46.80 50.20
Rate per 1 sqm 840.15 860.55 879.75 900.15 920.55 940.95
Rate per 1 sqm 954.54 977.71 999.53 1022.71 1045.88 1069.06
Say 955 978 1000 1023 1046 1069

Add for MAA @ 20% 53.40 56.80
C-DATA 52 of 3032
Amount
(Rs.)
Rate per 1 sqm 960.15 980.55
Rate per 1 sqm 1090.87 1114.05
Say 1091 1114
c) Roof Slabs 150mm thick :


Rate as above 578.10 578.10 578.10 578.10 578.10 578.10
Lift charges for scaffolding 167.00 184.00 200.00 217.00 234.00 251.00
Add for MAA @ 20% 33.40 36.80 40.00 43.40 46.80 50.20
Rate per 1 sqm 936.50 956.90 976.10 996.50 1016.90 1037.30
Rate per 1 sqm 1064.00 1087.18 1109.00 1132.17 1155.35 1178.53
Say 1064 1087 1109 1132 1155 1179

Lift charges for scaffolding 267.00 284.00
Add for MAA @ 20% 53.40 56.80
Rate per 1 sqm 1056.50 1076.90
Rate per 1 sqm 1200.34 1223.52
Say 1200 1224
d) Roof Slabs 175mm thick :


Rate as above 674.45 674.45 674.45 674.45 674.45 674.45
Add for MAA @ 20% 34.40 37.80 41.20 44.80 48.20 51.60
Rate per 1 sqm 1043.85 1064.25 1084.65 1106.25 1126.65 1147.05
Rate per 1 sqm 1185.97 1209.15 1232.33 1256.87 1280.04 1303.22
Say 1186 1209 1232 1257 1280 1303


Add for MAA @ 20% 34.40
Say 1208
C-DATA 53 of 3032
Amount
(Rs.)
e) Roof Slabs 250mm thick :
for un supported height of 3.66 m

Rate for other Floors FF 5F
Labour, lift charges for scaffolding 172.00 241.00
Add for MAA @ 20% 34.40 48.20
Rate per 1 sqm 1332.90 1415.70
Rate per 1 sqm 1514.37 1608.45
Say 1514 1608
of 380 kgs per 1 cum of concrete using batching and mixing plant of 15 cum per hour capacity with 20mm
size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to
Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand)
coarse aggregate, water etc., to site, centering using steel scaffolding pipes , jack props , wallers , foot plates ,
brackets , steel centering plates etc.,including all operational, incidental and labour charges ,transporting
concrete using transit mixer, lifting concrete mechnically, laying concrete using concrete pump, vibrating, curing ,
overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished
item of work (APSS No. 402)
A) ROOF BEAMS :
Rate as above 3854.02 3854.02 3854.02 3854.02 3854.02 3854.02
Add for MAA @ 20% 444.03 488.36 532.93 577.26 621.60 666.16
Rate for 1 cum 8950.69 9216.69 9484.09 9750.09 10016.09 10283.48
Rate per 1 cum 10169.33 10471.54 10775.35 11077.57 11379.78 11683.58
Say 10169 10472 10775 11078 11380 11684

Add for MAA @ 20% 710.50
Rate for 1 cum 10549.49
Say 11986

Rate as above 3854.02 3854.02 3854.02 3854.02 3854.02 3854.02
C-DATA 54 of 3032
Amount
(Rs.)
Add for MAA @ 20% 507.46 558.13 609.06 659.73 710.39 761.33
Rate for 1 cum 9678.76 9982.76 10288.35 10592.35 10896.34 11201.95
Rate per 1 cum 10996.52 11341.91 11689.11 12034.50 12379.88 12727.09
Say 10997 11342 11689 12034 12380 12727

Rate as above 3854.02 3854.02 3854.02 3854.02 3854.02 3854.02
Labour charges 1903.00 2093.00 2284.00 2474.00 2664.00 2855.00
Add for MAA @ 20% 570.89 627.89 685.19 742.19 799.19 856.49
Rate per 1 cum 10406.83 10748.83 11092.62 11434.62 11776.62 12120.41
Rate per 1 cum 11823.72 12212.28 12602.88 12991.44 13380.01 13770.60
Say 11824 12212 12603 12991 13380 13771
iv) un supported height up to 6.10 m

Rate as above 3854.02 3854.02 3854.02 3854.02 3854.02 3854.02
Labour charges 1903.00 2093.00 2284.00 2474.00 2664.00 2855.00
Add for MAA @ 25% 634.33 697.66 761.33 824.66 888.00 951.66
Rate per 1 cum 11134.99 11514.99 11896.99 12276.99 12656.99 13038.98
Rate per 1 cum 12651.02 13082.76 13516.77 13948.50 14380.24 14814.24
Say 12651 13083 13517 13949 14380 14814
v) un supported height up to 7.32 m

Rate as above 3854.02 3854.02
Add for MAA @ 20% 761.18 837.18
Rate for 1 cum 12591.04 13047.04
Rate per 1 cum 14305.31 14823.39
Say 14305 14823
B) Roof Slabs :
a) Roof Slabs 125mm thick :
Rate for Design mix M25 0.125 Cum 3854.02 1 Cum 481.75

Rate as above 481.75 481.75 481.75 481.75 481.75 481.75
Extra staging (Labour) 35.83 39.5 43 46.66 50.16 53.83
Add for MAA @ 20% 50.17 55.30 60.20 65.33 70.23 75.37
Rate per 1 sqm 1058.08 1088.88 1118.28 1149.07 1178.47 1209.28
C-DATA 55 of 3032
Amount
(Rs.)
Rate per 1 sqm 1202.14 1237.13 1270.53 1305.52 1338.92 1373.92
Say 1202 1237 1271 1306 1339 1374

Add for MAA @ 20% 80.27
Say 1407


Rate as above 481.75 481.75 481.75 481.75 481.75 481.75
Extra staging (Labour) 71.66 79 86 93.33 100.33 107.66
Add for MAA @ 20% 57.33 63.20 68.80 74.67 80.27 86.13
Rate per 1 sqm 1140.40 1175.61 1209.21 1244.41 1278.01 1313.20
Overheads & Contractors Profit @13.615% 155.27 160.06 164.63 169.43 174 178.79
Rate per 1 sqm 1295.67 1335.67 1373.84 1413.84 1452.01 1491.99
Say 1296 1336 1374 1414 1452 1492
b) Roof Slabs 125mm thick inclined Slab :

Rate for other Floors SBF/FF SF TF 4F 5F 6F

Rate as above 481.75 481.75 481.75 481.75 481.75 481.75
add 50% extra for inclined slab 118.00 118.00 118.00 118.00 118.00 118.00
add 50% extra for inclined slab 107.50 118.50 129.00 140.00 150.50 161.50
Add for MAA @ 20% 236.50 260.70 283.80 308.00 331.10 355.30
Rate per 1 sqm 1394.75 1451.95 1506.55 1563.75 1618.35 1675.55
Rate per 1 sqm 1584.65 1649.63 1711.67 1776.65 1838.69 1903.68
Say 1585 1650 1712 1777 1839 1904

add 50% extra for inclined slab 118.00 118.00
add 50% extra for inclined slab 172.00 183.00
Add for MAA @ 20% 378.40 402.60
Rate per 1 sqm 1730.15 1787.35
Rate per 1 sqm 1965.71 2030.70
Say 1966 2031
C-DATA 56 of 3032
Amount
(Rs.)


Rate as above 578.10 578.10 578.10 578.10 578.10 578.10
Extra staging (Labour) 35.83 39.5 43 46.66 50.16 53.83
Add for MAA @ 20% 50.17 55.30 60.20 65.33 70.23 75.37
Rate per 1 sqm 1154.43 1185.23 1214.63 1245.42 1274.82 1305.63
Rate per 1 sqm 1311.61 1346.60 1380.00 1414.98 1448.39 1483.39
Say 1312 1347 1380 1415 1448 1483

Add for MAA @ 20% 80.27
Say 1517


Extra staging (Hire) 118 118
Add for MAA @ 20% 64.50 71.10
Rate per 1 sqm 1319.10 1358.70
Rate per 1 sqm 1498.70 1543.69
Say 1499 1544

Rate for other Floors FF SF TF

Rate as above 578.10 578.10 578.10
Hire charges of centering and scaffolding 236.00 236.00 236.00
Extra staging (Hire) 157.33 157.33 157.33
Labour , lift charges for scaffolding 215.00 237.00 258.00
Extra staging (Labour) 143.33 158.00 172.00
Add for MAA @ 25% 71.67 79.00 86.00
Rate per 1 sqm 1401.43 1445.43 1487.43
Rate per 1 sqm 1592.23 1642.23 1689.94
Say 1592 1642 1690
C-DATA 57 of 3032
Amount
(Rs.)
iv) un supported height up to 7.32 m


Add for MAA @ 20% 86.00 94.80
Rate per 1 sqm 1566.08 1618.88
Rate per 1 sqm 1779.30 1839.29
Say 1779 1839


Rate as above 674.45 674.45 674.45 674.45 674.45 674.45
Add for MAA @ 20% 51.80 56.93 62.07 67.43 72.57 77.70
Rate per 1 sqm 1268.75 1299.56 1330.35 1362.55 1393.35 1424.15
Rate per 1 sqm 1441.49 1476.49 1511.48 1548.06 1583.05 1618.05
Say 1441 1476 1511 1548 1583 1618

Add for MAA @ 20% 82.83
Say 1653


Add for MAA @ 20% 66.60 73.20
Rate per 1 sqm 1438.55 1478.15
Rate per 1 sqm 1634.41 1679.40
Say 1634 1679
C-DATA 58 of 3032
Amount
(Rs.)
23 Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with cement content of
380 kgs per 1 cum of concrete using weigh batcher / mixer with 20mm size graded machine crushed hard
including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc.,
to site, centering using casurina ballies , bamboos , wooden reapers , runners , wood posts , wall plates etc., for
60cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of
6.25cm including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting
of concrete manually, laying concrete, curing, overheads & contractors profit complete etc., but excluding cost of
steel and its fabrication charges for finished item of work (APSS No. 402, 403 & 903)
(BLD-CSTN-3-16)
A.MATERIALS :
Cement 380.00 Kgs 3680.00 1000 Kgs 1398.40
Sand 0.40 Cum 682.70 1 Cum 273.08
B.LABOUR :
Add for MAA @ 20% 0.20 1518.77 303.75
C.MACHINERY :
Batching plant 0.50cum 0.308 hours 221.00 1 hour 68.07
Cost of RCC M 25 design mix 0.0375 cum 4891.29 1 cum 183.42

Rate as above 183.42 183.42 183.42 183.42 183.42 183.42
Add for MAAof@materials(Winch
Lift charges 20% 35HP- 23.04 25.32 27.60 30.00 32.28 34.56
Electric) 0.00 3.26 3.59 3.92 4.24 4.57
Crew charges 0.00 3.25 3.57 3.90 4.22 4.55
Add for MAA @ 20% 0.00 0.65 0.71 0.78 0.84 0.91
Rate per 1 RM 415.26 436.11 450.50 465.62 480.02 494.41
Rate per 1 RM 471.80 495.49 511.84 529.01 545.37 561.72
Say 472 495 512 529 545 562

Addcharges
Lift for MAAof@materials(Winch
20% 35HP- 36.84 39.12
Electric) 4.90 5.22
Crew charges 4.87 5.20
Add for MAA @ 20% 0.97 1.04
Rate per 1 RM 508.81 523.20
Rate per 1 RM 578.08 594.43
Say 578 594
C-DATA 59 of 3032
Amount
(Rs.)
24 Brick masonry for panel walls 340mm thick in superstructure with CM (1:8) prop: (Cement : Sand) using
common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7
cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of
all materials like cement, screened sand, bricks, water etc., to site, labour charges, like mixing cement mortar,
scaffolding charges, constructing masonry, lift charges, curing, etc.,and overheads & contractors profit complete
for finished item of work. (APSS No. 501 & 504).
(BLD-CSTN-5-5)
Unit : 1cum
A.MATERIALS :
Cement 36.00 Kgs 3680.00 1000 Kgs 132.48
Common burnt clay bricks 23x11x7cms 512 Nos 6507.50 1000 Nos 3331.84
Fine aggregate ( Sand ) 0.20 cu.m. 777.70 1 cu.m. 155.54
B.LABOUR :
1st class mason 0.24 Nos. 550.00 1 Each 132.00
2nd class mason 0.56 Nos. 500.00 1 Each 280.00
Mazdoor (Unskilled) 1.89 Nos. 460.00 1 Each 869.40
Add for MAA @ 20% 0.20 1281.40 256.28
water charges @ 1% 0.01 5157.54 51.58
Rate for other Floors FF SF TF

Rate as worked out above 5209.12 5209.12 5209.12
Hire charges for Access Scaffolding 30.35 30.35 30.35
Labour charges for scaffolding 233.71 334.65 435.56
Add for MAA @ 20% 46.74 66.93 87.11
Lift charges ( Page 131 of Std. Data ) 0.00 128.14 256.28
Add for MAA @ 20% 0.00 25.63 51.26
Rate per 1 cum 5519.92 5794.82 6069.68
Rate per 1 cum 6271.46 6583.78 6896.07
Say 6271 6584 6896
25 Masonry work in CM(1:6) prop (Cement : Sand) in superstructure with fly ash cement / lime solid blocks
of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm.
including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, labour charges, like
mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contrctor
profit etc., complete for finished item of work. (APSS No. 501 & 504).
(BLD-CSTN-5-17)
Unit = 1 Cum
A.MATERIALS
No of blocks required for
1 Cum of Masonry 110 Nos 25163.16 1000 Nos 2767.95
Cement 24.00 Kgs 3680.00 1000 Kgs 88.32
B .LABOUR
Add for MAA @ 20% 0.20 1281.40 256.28
water charges @ 1% 0.01 4471.72 44.72
a) Rate for Foundation , Basement , Compound wall

Rate as above 1.00 cum 4516.43 1 cum 4516.43
C-DATA 60 of 3032
Amount
(Rs.)
say 5131.00
b) Superstructure :
Rate as worked out above 4516.43 4516.43 4516.43 4516.43 4516.43 4516.43
Hire charges for Access Scaffolding 45.87 45.87 45.87 45.87 45.87 45.87
Labour charges for scaffolding 353.16 505.69 658.18 810.71 963.20 1115.69
Add for MAA @ 20% 70.63 101.14 131.64 162.14 192.64 223.14
Lift charges ( Page 131 of Std. Data ) 0.00 128.14 256.28 384.42 512.56 640.70
Add for MAA @ 20% 0.00 25.63 51.26 76.88 102.51 128.14
4986.09 5322.90 5659.65 5996.46 6333.21 6669.97
Rate per 1 cum 5664.95 6047.61 6430.21 6812.88 7195.48 7578.09
Say 5665 6048 6430 6813 7195 7578

Rate as worked out above 4516.43 4516.43
Hire charges for Access Scaffolding 45.87 45.87
Labour charges for scaffolding 1268.13 1420.67
Add for MAA @ 20% 253.63 284.13
Lift charges ( Page 131 of Std. Data ) 768.84 896.98
Add for MAA @ 20% 153.77 179.40
7006.67 7343.48
Rate per 1 cum 7960.63 8343.29
Say 7961 8343
26 Reinforced Masonry for partition walls (100 mm thick) in CM (1:4) prop. (Cement : Sand) using fly ash
cement / lime solid blocks of size 290mm x 100mm x 140mm having minimum compressive strength of 50
Kg/Sq.cmand placing 2 Nos. of 6mm M.S plain rods in every third layer with free ends of the reinforcement
pegged into mortar joints of main brick walls where applicable including cost and conveyance of all materials like
cement, steel, sand, bricks, water etc., to site, all operational, incidental charges such as labour charges for
mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., and overheads &
contractors profit but excluding cost of steel and its fabrication charges complete for finished item of work.
(APSS No. of 509)
(BLD-CSTN-5-12)
Unit - 10sqm
A.MATERIALS :
Flyash lime solid blocks 247 Nos. 11516.96 1000 Nos. 2844.69
Cement 36.00 Kgs 3680.00 1000 Kgs 132.48
B.LABOUR :
Add for MAA @ 20% 0.20 1895.00 379.00
water charges @ 1% 0.01 5328.94 53.29

Add for MAA @ 20% 15.89 22.76 29.62 36.48 43.34 50.21
C-DATA 61 of 3032
Amount
(Rs.)
Add for MAA @ 20% 0.00 3.79 7.58 11.37 15.16 18.95
Rate per 1 sqm 643.89 707.82 771.73 835.65 899.56 963.48
Rate per 1 sqm 731.56 804.19 876.80 949.42 1022.04 1094.66
Say 732 804 877 949 1022 1095

Rate as worked out above 538.22
Hire charges for Access Scaffolding 10.32
Labour charges for scaffolding 285.33
Add for MAA @ 20% 57.07
Lift charges ( Page 131 of Std. Data ) 113.70
Add for MAA @ 20% 22.74
Say 1167
27 For external drainage

Masonry work in CM(1:3) prop (Cement : Sand) in superstructure with fly ash cement / lime solid blocks
of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm.
including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, labour charges, like
mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contrctor
profit etc., complete for finished item of work. (APSS No. 501 & 504).
(BLD-CSTN-5-17)
Unit = 1 Cum
A.MATERIALS
No of blocks required for 110 Nos 25163.16 1000 Nos 2767.95
1 Cum of Masonry
Cement 48.00 Kgs 3680.00 1000 Kgs 176.64
B .LABOUR
Add for MAA @ 20% 0.20 1281.40 256.28
water charges @ 1% 0.01 4560.04 45.60
28 Supply and placing of Plain Cement Concrete M 10 grade mix using 20mm size graded machine crushed
hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry
using batching and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials
like cement, sand, coarse aggregate, water etc. to site including all operational, incidental and labour charges,
transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete for finished item
of work for bed blocks and hold fasts (APSS No. 402)
Unit : 1 cum
Cement 26.40 MT 3680.00 1 MT 97152.00
Coarse aggregate 20mm graded 108.00 Cum 1304.56 1 Cum 140892.48
274910.28
C.LABOUR :
Add for MAA @ 20% 0.20 10229.80 2045.96
C-DATA 62 of 3032
Amount
(Rs.)
12275.76
B.MACHINERY :
Add for MAA @ 20% 0.20 2493.00 498.60
Add for MAA @ 20% 0.20 2068.80 413.76
Rate for 120 Cum 344161.86

Add for MAA @ 20% 68.20 75.02 81.84 88.66 95.48 102.30
Rate per 1 cum 3341.22 3382.14 3423.06 3463.98 3504.90 3545.82
Rate per 1 cum 3796.13 3842.62 3889.11 3935.60 3982.09 4028.58
say 3796 3843 3889 3936 3982 4029

Lift charges for scaffolding 545.60 579.70
Add for MAA @ 20% 109.12 115.94
Rate per 1 cum 3586.74 3627.66
Rate per 1 cum 4075.07 4121.57
say 4075 4122
29 Supply and placing of Plain Cement Concrete M 10 grade mix using 20mm size graded machine crushed
hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry
like cement, sand, coarse aggregate, water etc. to site including all operational, incidental and labour charges,
transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete for finished item
of work (APSS No. 402)
Unit : 1 cum
Cement 26.40 MT 3680.00 1 MT 97152.00
Coarse aggregate 20mm graded 108.00 Cum 1304.56 1 Cum 140892.48
274910.28
C.LABOUR :
Add for MAA @ 20% 0.20 10229.80 2045.96
12275.76
B.MACHINERY :
C-DATA 63 of 3032
Amount
(Rs.)
Add for MAA @ 20% 0.20 2493.00 498.60
Add for MAA @ 20% 0.20 2068.80 413.76
Rate for 120 Cum 344161.86
3258.50
say 3259
30 Supply and placing of Plain Cement Concrete M 20 mix using 20mm size graded machine crushed hard
like cement, sand, coarse aggregate, water etc. to site, hire and labour charges for centering and scaffolding
overheads & contractors profit complete for septic tank bed, in sunken slabs (APSS No. 402)
Unit : 1 cum
Material
Cement 39.600 MT 3680.00 1 MT 145728.00
Coarse aggregate 20mm HBG graded metal 108.00 Cum 1304.56 1 Cum 140892.48
323486.28
Labour
Add for MAA @ 20% 0.20 10229.80 2045.96
12275.76
Machinery
Add for MAA @ 20% 0.20 2493.00 498.60
Loader 1 cum capacity HIR-00074 6.00 hour 1701.00 1 hour 10206.00
Add for MAA @ 20% 0.20 2068.80 413.76
Add for MAA @ 20% 0.20 5778.60 1155.72
57888.18
Rate for 120 Cum 393650.22
say 3727
C-DATA 64 of 3032
Amount
(Rs.)
31 Cast in Situ Cement Concrete M 20 Kerb with Channel: Construction of cement concrete kerb with
channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10
grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M 20 grade using batching
and mixing plant of 15 cum per hour capacity , sloped towards the kerb, kerb stone with channel laid with
kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH including cost
and conveyance of all materials , labour charges , overheads and contractors profit etc., complete for finished
item of work
RBR-TSRA-30
Unit = Running metre
Taking output = 300 metre length 300.00 RM
Cement Concrete
Cement concrete of grade M20= 17.48 cum
Cement concrete of grade M10 for base =
23.18Concrete
Total cum = 40.66 cum
a) Labour
Mate - day
Mason 1st Class 0.30 day 550.00 1 day 165.00
Mason (2nd class) 0.70 day 500.00 1 day 350.00
Mazdoor (Unskilled) 2.12 day 460.00 1 day 975.20
b) Machinery
Kerb casting machine @ 50 metres/hour for
laying kerb and channel HIR -000103 6.00 hour 538.00 1 hour 3228.00
Water tanker 6 KL capacity 6.00 hour 691.00 1 hour 4146.00
Tipper of 5.5 cum capacity HIR 000052 6.00 hour 1014.30 1 hour 6085.80
c) Material
Crushed stone aggregate 20 mm nominal 36.59 cum 1472.30 1 cum 53871.46
size 60 %
Coarse sand 30 per cent 18.30 cum 682.70 1 cum 12493.41
Cement 10 per cent 9.01 MT 3680.00 1 MT 33156.80
Cost of water 36.00 Kl 110.00 1 Kl 3960.00
Cost for 300 meter = a+b+c+d+e 121478.89
Rate per metre = (a+b+c+d+e)/300 404.93
Rate per 1 RM 460.06
Say 460.00
29 Supply and placing of Plain Cement Concrete M 20 using 20mm size graded machine crushed hard granite
metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry using
batching and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials like
cement, sand, coarse aggregate, water etc. to site, hire and labour charges for centering and scaffolding
overheads & contractors profit complete for steps (APSS No. 402)
(BLD-CSTN-3-11)
Unit : 1cum
A.MATERIALS :
Cement 39.600 MT 3680.00 1 MT 145728.00
Coarse aggregate 20mm HBG graded metal 108.00 Cum 1304.56 1 Cum 140892.48
323486.28
C.LABOUR :
Add for MAA @ 20% 0.20 10229.80 2045.96
12275.76
B.MACHINERY :
C-DATA 65 of 3032
Amount
(Rs.)
Add for MAA @ 20% 0.20 2493.00 498.60
Add for MAA @ 20% 0.20 2068.80 413.76
Add for MAA @ 20% 0.20 5778.60 1155.72
Rate for 120 Cum 393650.22

Cost of M 20 mix 3280.42 3280.42 3280.42 3280.42 3280.42 3280.42
Add for MAA @ 20% 68.20 75.02 81.84 88.66 95.48 102.30
Rate per 1 cum 3753.62 3794.54 3835.46 3876.38 3917.30 3958.22
Rate per 1 cum 4264.68 4311.17 4357.66 4404.15 4450.64 4497.13
Say 4265 4311 4358 4404 4451 4497

Cost of M 20 mix 3280.42
Lift charges for scaffolding 545.60
Add for MAA @ 20% 109.12
Say 4544
30 Supply and placing of Reinforced Cement Concrete M 20 grade design mix with cement content of 350
Kgs per 1 cum of concrete using 12mm size graded machine crushed hard granite metal (coarse aggregate - as
per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry using batching and mixing plant of 15
cum per hour capacity including cost and conveyance of all materials like cement, sand, coarse aggregate,
water etc. to site, hire and labour charges for centering and scaffolding including all operational, incidental and
labour charges, transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete
but excluding cost of steel and its fabrication charges for sill slabs (APSS No. 402 & 403)
BLD -CSTN-3-19
A.MATERIALS :
Cement 350.00 Kgs 3680.00 1000 Kgs 1288.00
Sand 0.40 Cum 682.70 1 Cum 273.08
B.LABOUR :
Add for MAA @ 20% 0.20 250.83 50.17
C.MACHINERY :
C-DATA 66 of 3032
Amount
(Rs.)
Add for MAA @ 20% 0.20 128.38 25.68

Cost of M 20 design mix 3544.50 3544.50 3544.50 3544.50 3544.50 3544.50
Add for MAA @ 20% 68.20 75.02 81.84 88.66 95.48 102.30
Rate per 1 cum 4017.70 4058.62 4099.54 4140.46 4181.38 4222.30
Rate per 1 cum 4564.71 4611.20 4657.69 4704.18 4750.67 4797.16
Say 4565 4611 4658 4704 4751 4797

Cost of M 20 design mix 3544.50
Lift charges for scaffolding 545.60
Add for MAA @ 20% 109.12
Say 4844
31 Supply and placing of Reinforced Cement Concrete M 20 grade design mix with cement content of 350 kgs
per 1 cum of concrete using 12mm size graded machine crushed hard granite metal (coarse aggregate - as per
IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry using batching and mixing plant of 15 cum
per hour capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water
etc. to site, hire and labour charges for centering and scaffolding including all operational, incidental and labour
charges, transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete but
excluding cost of steel and its fabrication charges for platforms, lofts and shelves. (APSS No. 402 & 403)
BLD -CSTN-3-19
A.MATERIALS :
Cement 350.00 Kgs 3680.00 1000 Kgs 1288.00
Sand 0.40 Cum 682.70 1 Cum 273.08
B.LABOUR :
Add for MAA @ 20% 0.20 250.83 50.17
C.MACHINERY :
Add for MAA @ 20% 0.20 128.38 25.68
a) 50mm thick platforms / lofts:

Cost of M 20 design mix 0.05 cum 3544.50 1 cum 177.22
C-DATA 67 of 3032
Amount
(Rs.)
Hire charges of centering and scaffolding
(50% of roof slab) 79.00 79.00 79.00 79.00 79.00 79.00
Add for MAA @ 20% 16.70 18.40 20.00 21.70 23.40 25.10
Rate per 1 sqm 356.42 366.62 376.22 386.42 396.62 406.82
Rate per 1 sqm 404.95 416.54 427.45 439.04 450.63 462.21
Say 405 417 427 439 451 462

(50% of rooffor
Lift charges slab)
scaffolding 133.50
Add for MAA @ 20% 26.70
Say 473
b) 25mm thick shelves :

Cost of M 20 design mix 0.025 cum 3544.50 1 cum 88.61

Hire charges of centering and scaffolding
(25% of roof slab) 39.50 39.50 39.50 39.50 39.50 39.50
Add for MAA @ 20% 8.35 9.20 10.00 10.85 11.70 12.55
Rate per 1 sqm 178.21 183.31 188.11 193.21 198.31 203.41
Rate per 1 sqm 202.48 208.27 213.72 219.52 225.31 231.11
Say 202 208 214 220 225 231

(25% of rooffor
Lift charges slab)
scaffolding 66.75
Add for MAA @ 20% 13.35
0.00 28.35
Say 237
32 Supply and placing of Reinforced Cement Concrete M 20 grade design mix with cement content of 350 kgs
per 1 cum of concrete using 20mm size graded machine crushed hard granite metal (coarse aggregate - as per
IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry using batching and mixing plant of 15 cum
per hour capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water
etc. to site, hire and labour charges for centering and scaffolding including all operational, incidental and labour
charges, transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete but
excluding cost of steel and its fabrication charges for pre-cast slabs over drains. (APSS No. 402 & 403)
(BLD-CSTN-3-13 - A)
A.MATERIALS :
C-DATA 68 of 3032
Amount
(Rs.)
Cement 350.00 Kgs 3680.00 1000.00 Kgs 1288.00
20mm HBG graded metal 0.80 Cum 1304.56 1.00 Cum 1043.65
Sand 0.40 Cum 682.70 1.00 Cum 273.08
B.LABOUR :
1st class Mason 0.033 Nos 550.00 1.00 Each 18.15
2nd class Mason 0.067 Nos 500.00 1.00 Each 33.50
Mazdoor (both Men & Women) 0.433 Nos 460.00 1.00 Each 199.18
Add for MAA @ 20% 0.20 250.83 50.17
C.MACHINERY :
Add for MAA @ 20% 0.20 154.32 30.86
a) 100 mm thick pre cast slabs

Cost of M 20 nominal
Hire charges mix and scaffolding
of centering 0.10 3743.62 1.00 Cum 374.36
(50% of roof slab) 1.00 Sqm 79.00 1.00 Sqm 79.00
Lift charges for scaffolding 1.00 Sqm 83.50 1.00 Sqm 83.50
Add for MAA @ 20% 0.20 83.50 16.70
Rate per 1 Sqm 553.56
Say Say 629.00
b) 125 mm thick pre cast slabs

Cost charges
Hire of M 20 nominal mix and scaffolding
of centering 0.125 3743.62 1.00 Cum 467.95
Add for MAA @ 20% 0.20 83.50 16.70
Say Say 735.00
c) 150 mm thick pre cast slabs

Cost charges
Hire of M 20 nominal mix and scaffolding
of centering 0.15 3743.62 1.00 Cum 561.54
Add for MAA @ 20% 0.20 83.50 16.70
Say Say 842.00
C-DATA 69 of 3032
Amount
(Rs.)
33 Providing Thermo Mechanically Treated (TMT) (Fe 500 / Fe 500 D grade as per IS 1786-1979) of different
diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and
shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with
binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including
cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars
including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such
as cutting, bending, placing in position, tying etc., and overheads & contractors profit complete for finished item
of work.( APSS No.126)
(BLD-CSTN-4.2) & Amendment in SoR

2011-12 page No. 392
Unit - 1 MT
a) Material
TMT bars including 5% for overlaps and
wastage 1.05 MT 41000.00 1 MT 43050.00
Binding wire
Labour for cutting , bending , shifting to site , 6.00 Kgs 56.00 1 Kgs 336.00
b) tying and placing in position
1st class Blacksmith / Barbender 3.00 Nos. 665.00 1 Each 1995.00
2nd class Blacksmith / Barbender 7.00 Nos. 525.00 1 Each 3675.00
Mazdoor(Unskilled) 10.00 Nos. 460.00 1 Each 4600.00
Add for MAA @ 20% 0.20 10270.00 2054.00
55710.00

Rate
Lift as worked
charges out131
( Page above
of Std. Data ) 55710.00 55710.00 55710.00 55710.00 55710.00 55710.00
0.00 1027.00 2054.00 3081.00 4108.00 5135.00
Add for MAA @ 20% 0.00 205.40 410.80 616.20 821.60 1027.00
Rate per 1 MT 55710.00 56942.40 58174.80 59407.20 60639.60 61872.00
Rate per 1 MT 63294.92 64695.11 66095.30 67495.49 68895.68 70295.87
Say 63295 64695 66095 67495 68896 70296

Rate
Lift as worked
charges out131
( Page above
of Std. Data ) 55710.00 55710.00
6162.00 7189.00
Add for MAA @ 20% 1232.40 1437.80
Rate per 1 MT 63104.40 64336.80
Rate per 1 MT 71696.06 73096.26
Say 71696 73096
34 Providing Mild steel (MS) steel bars (Fe 250 grade as per IS 432) of different diameters including labour
charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of
approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for
reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars,
including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding
wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position,
tying etc., and overheads & contractors profit complete for finished item of work.( APSS No.126)
(BLD-CSTN-4.2) & Amendment in SoR

2011-12 page No. 392
Unit - 1 MT
Material
a) Mild steel bars including 5% for overlaps
and wastage 1.05 MT 38000.00 1 MT 39900.00
Binding for
Labour wire
cutting, bending, shifting to site, 6.00 Kgs 56.00 1 Kgs 336.00
b) tying and placing in position
1st class Blacksmith / Barbender 3.00 Nos. 665.00 1 Each 1995.00
2nd class Blacksmith / Barbender 7.00 Nos. 525.00 1 Each 3675.00
Add for MAA @ 20% 0.20 10270.00 2054.00
C-DATA 70 of 3032
Amount
(Rs.)
52560.00

Rate
Lift as worked
charges out131
( Page above
of Std. Data ) 52560.00 52560.00 52560.00 52560.00 52560.00 52560.00
0.00 1027.00 2054.00 3081.00 4108.00 5135.00
Add for MAA @ 20% 0.00 205.40 410.80 616.20 821.60 1027.00
Rate per 1 MT 52560.00 53792.40 55024.80 56257.20 57489.60 58722.00
Rate per 1 MT 59716.04 61116.24 62516.43 63916.62 65316.81 66717.00
Say 59716 61116 62516 63917 65317 66717

Rate as worked
Lift charges out131
( Page above
of Std. Data ) 52560.00
6162.00
Add for MAA @ 20% 1232.40
Rate per 1 MT 59954.40
Rate per 1 MT 68117.19
Say 68117
35 Ornamental ceiling plastering 12mm thick single coat in CM (1:5) using screened sand including cost and
conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on
materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-
charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)
(As per amendment in SoR 2016-17)

Unit : 10 sqm
A.MATERIALS :
Cement 43.20 Kgs 3680.00 1000 Kgs 158.98
B.LABOUR :
1st Class Mason 0.45 Nos. 550.00 1 Each 247.50
2nd Class Mason 1.05 Nos. 500.00 1 Each 525.00
Add for MAA @ 20% 0.20 2060.50 412.10
water charges @ 1% 0.01 2748.23 27.48

Add for MAA @ 20% 3.18 4.51 5.85 7.18 8.51 9.84
Add for MAA @ 20% 0.00 4.12 8.24 12.36 16.48 20.61
Rate per 1 sqm 299.12 331.84 364.56 397.29 430.00 462.73
Rate per 1 sqm 339.85 377.02 414.20 451.38 488.55 525.73
Say 340 377 414 451 489 526

Add for MAA @ 20% 11.18 12.51
Add for MAA @ 20% 24.73 28.85
C-DATA 71 of 3032
Amount
(Rs.)
Rate per 1 sqm 495.46 528.18
Rate per 1 sqm 562.92 600.09
Say 563 600
36 Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat
of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like
cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all
labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed
by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS
901,903 & 904)
( BLD-CSTN-8-10)
Unit : 10 sqm
A.MATERIALS :
Base coat in CM(1:6) , 8mm thick
Cement 26.40 Kgs 3680.00 1000 Kgs 97.15
Fine aggregate (Sand) 0.11 Cum 777.70 1 Cum 85.55
Top coat in CM(1:4) , 4mm thick
Cement 14.40 Kgs 3680.00 1000 Kgs 52.99
B.LABOUR :
Add for MAA @ 20% 0.20 2875.50 575.10
water charges @ 1% 0.01 3717.40 37.17
Walls in superstructure :
Add for MAA @ 20% 1.59 2.28 2.96 3.65 4.33 5.02
Add for MAA @ 20% 0.00 5.75 11.50 17.25 23.00 28.76
Rate per 1 sqm 386.03 424.66 463.27 501.90 540.51 579.15
Rate per 1 sqm 438.59 482.48 526.34 570.23 614.10 658.00
Say 439 482 526 570 614 658

Add for MAA @ 20% 5.71 6.39
Add for MAA @ 20% 34.51 40.26
Rate per 1 sqm 617.77 656.40
Rate per 1 sqm 701.88 745.77
Say 702 746
C-DATA 72 of 3032
Amount
(Rs.)
37 Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all
materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including
cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and
overheads & contractors profit complete for finished item of work for basement.(SS 901,903 & 904)

Unit : 10 sqm
A.MATERIALS :
Cement 43.20 Kgs 3680.00 1000 Kgs 158.98
B.LABOUR :
Add for MAA @ 20% 0.20 2060.50 412.10
water charges @ 1% 0.01 2748.23 27.48
Say 315
38 for external drainage
Plastering 20mm thick single coat in CM(1:3) using screened sand including cost and conveyance of all
materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including
cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and
overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)
Unit : 10 sqm
A.MATERIALS :
Cement 100.80 Kgs 3680.00 1000 Kgs 370.94
B.LABOUR :
Add for MAA @ 20% 0.20 2060.50 412.10
water charges @ 1% 0.01 3006.86 30.07
39 Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using
screened sand 20mm thick (average) mixed with integral cement water proofing liquid confirming to IS: 2645-
2003 manufactured by reputed manufacturers as approved by Engineer-in-charge at 200ml per one bag of
cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining
at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water
proofing compound, water etc., to site, operational, incidental, and labour charges for mixing mortar, laying, lift
charges, rendering smooth and thread lining, curing including rounding off junctions of wall and slab etc., and
overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).
(BLD-CSTN-10-25)
Unit : 10 sqm
A.MATERIALS :
Cement 100.80 Kgs 3680.00 1000 Kgs 370.94
Integral cement waterproofing liquid 0.20 Ltrs 190.00 1.00 Ltrs 38.00
B.LABOUR :
C-DATA 73 of 3032
Amount
(Rs.)
Add for MAA @ 20% 0.20 2835.00 567.00
water charges @ 1% 0.01 3974.26 39.74

Add for MAA @ 20% 0.00 56.70 113.40 170.10 226.80 283.50
4014.00 4354.20 4694.40 5034.60 5374.80 5715.00
Rate per 10 sqm 4560.51 4947.02 5333.54 5720.06 6106.58 6493.10
Rate per 1 sqm 456.05 494.70 533.35 572.01 610.66 649.31
Say 456 495 533 572 611 649

Add for MAA @ 20% 340.20 396.90
6055.20 6395.40
Rate per 10 sqm 6879.62 7266.13
Rate per 1 sqm 687.96 726.61
Say 688 727
40 Providing impervious coat to exposed RCC roof slab surfaces of sump , sump side wall,sump bottom
slab,in side of septic tank , in sunken slabs etc. to required slopes with CM (1:3) prop. using screened sand
12mm thick mixed with integral cement water proofing liquid confirming to IS: 2645-2003 manufactured by
reputed manufacturers as approved by Engineer-in-charge at 200ml per one bag of cement, laid over roof slab
when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of
45cmx45cm where ever necessary including cost and conveyance of all materials like cement, sand, water
proofing compound, water etc., to site, operational, incidental, and labour charges for mixing mortar, laying, lift
charges, rendering smooth and thread lining, curing including rounding off junctions of wall and slab etc., and
overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).

A.MATERIALS :
Cement 72.00 Kgs 3680.00 1000 Kgs 264.96
Integral cement waterproofing liquid 0.144 Ltrs 190.00 1.00 Ltrs 27.36
B.LABOUR :
Add for MAA @ 20% 0.20 2060.50 412.10
water charges @ 1% 0.01 2881.58 28.82

Add for MAA @ 20% 0.00 41.21 82.42 123.63 164.84 206.05
2910.39 3157.65 3404.91 3652.17 3899.43 4146.69
Rate per 10 sqm 3306.64 3587.56 3868.49 4149.41 4430.34 4711.26
Rate per 1 sqm 330.66 358.76 386.85 414.94 443.03 471.13
Say 331 359 387 415 443 471

C-DATA 74 of 3032
Amount
(Rs.)
Add for MAA @ 20% 247.26 288.47
4393.95 4641.21
Rate per 10 sqm 4992.19 5273.11
Rate per 1 sqm 499.22 527.31
Say 499 527
41 Specialised high performance acrylic polymer modified elastomeric cementitious water proofing system
coating to the wet area / tiolet / bath room:
a ) First Layer - Supply and Apply penetrative cum bonding primer as base primer cum sealer coat using
MIXPRIME AC100 or equivalent modified with water and cement at the ratio 2:1:3 (MIXPRIME AC 100 : water :
cement) by volume with a slow speed mixer machine. This compound shall be applied with sufficient thickness to
cover the holes/pores/cracks @ 1.000 Liter / SQM (0.350 Lt of MIXPRIME AC100 / SQM) and the raw primer
should be complain with ASTM 4541 and the Solid content 49% +2%
b ) Second Layer – Supply and apply of 2 x 2 mm welded with alkaline resistant coated / non-woven 40 Gsm
verging fiber mesh MIXMAT GFM 50 or equivalent for a minimum over lap of 100 mm embedded in the primer
coat
c ) Third Layer - Supply and apply of first coat of two component (Powder + Liquid) system of high performance
acrylic polymer modified elastomeric cementitious waterproofing system MIXGUARD AC or equivalent @ 1.000
Kg / SQM ( mix the powder and liquid with the help of a slow speed mixer for a period of 2 to 3 minutes up to get
a homogeneous mix- dilution or modification not recommended) should be complain with BS 1881 Part 5 1983
(ISAT 476 Part 6), DIN 1048 Part 5 1991, BSEN 12390-8 2000, ASTM D 412-92
d ) Fourth Layer –Supply and apply of second coat of two component (Powder + Liquid) system of high
performance acrylic polymer modified elastomeric cementitious waterproofing system MIXGUARD AC or
equivalent @ 1.000 Kg / SQM ( mix the powder and liquid with the help of a slow speed mixer for a period of 2 to
3 minutes up to get a homogeneous mix- dilution or modification not recommended) should be complain with BS
1881 Part 5 1983 (ISAT 476 Part 6), DIN 1048 Part 5 1991, BSEN 12390-8 2000, ASTM D 412-92.
Note: -
1 ) No dilution or modification recommended for item Nos.b,c,d and e .
2 ) All materials should be procured as per the consumption with respect of the work order.
3 ) The application should be carried out by an approved agency.
4 ) The contractor should provide 5 years material warrantee from the Manufacturer and 5 year warrantee from
the applicator or combined
Rate as per SoR BMT-H.71(b) 1 Sqm 475.00 1 Sqm 475.00

539.67
Rate per Sqm say 540
42 RCM facia 50mm thick in CM(1:3) using screened sand for drop walls, fins with rabbit wire mesh & nomianl
reinforcement as directred by Engineer - In - Charge with dubara sponge finishing,including cost and
conveyance of all materials to site, operationals &incidental,cost and conveyance of cement, wire mesh water to
work site, centering, scaffolding and form work,lift charges etc., and overheads & contractors profit complete for
finished item of work but excluding cost of steel and its fabrication charges for finished item of work(APSS
NO.403&903)
(BLD-CSTN-8-11)
Unit : 10 sqm
A)MATERIALS
Rabbit wire mesh 13.30 sqm 17.00 1 sqm 226.10
Cement for base coat and plastering 240.00 Kgs 3680.00 1000 Kgs 883.20
Cement for lumps 50.00 Kgs 3680.00 1000 Kgs 184.00
Fine aggregate (Sand) 0.50 cu.m. 777.70 1 cu.m. 388.85
Excluding TMT steel/mild steel & binding
wire
B) LABOUR CHARGES
C-DATA 75 of 3032
Amount
(Rs.)
Operator concrete mixer 1.00 Nos. 540.00 1 Each 540.00
Add for MAA @ 20% 0.20 9540.00 1908.00
C)Machinery
Concrete : 10 / 7 cft (0.2 / 0.8
Mixer
cum)capacity 2.00 hours 154.50 1 hours 309.00
Crew charges 2.00 hours 270.40 1 hours 540.80
water charges @ 1% 0.01 14088.11 140.88

Add for MAA @ 20% 1.59 2.28 2.96 3.65 4.33 5.02
Add for MAA @ 20% 0.00 19.08 38.16 57.24 76.32 95.40
Rate per 1 sqm 1433.47 1553.10 1672.72 1792.35 1911.97 2031.60
Rate per 1 sqm 1628.64 1764.55 1900.46 2036.38 2172.28 2308.20
Say 1629 1765 1900 2036 2172 2308

Add for MAA @ 20% 5.71
Add for MAA @ 20% 114.48
Say 2444
43 Flooring with non-skid red or white full body Ceramic floor tiles of size 300 mm x 300 mm and thickness
between 7-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish
in all shades and designs as approved by Engineer-in-charge, set over base coat of cement mortar (1:8), 12mm
thick using screened sand over CC bed already laid or RCC roof slab, including neat cement slurry of honey like
consistency spread @ 3.3 Kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment
of matching shade, including cost of all materials like cement, screened sand , water and tiles etc., and
overheads & contractors profit complete for finished item of work. (APSS No.701 & 707)
(BLD-CSTN-9-6)
Unit = 10 sqm.
A. MATERIALS:
Ceramic tiles 7 to 8mm thick (300mm x
300mm) 10.50 sqm 370.00 1 sqm 3885.00
Cement for CM(1:8) proportion for base coat
21.60 Kgs 3680.00 1000 Kgs 79.49
Cement for slurry 33.00 Kgs 3680.00 1000 Kgs 121.44
White Cement 2.00 Kgs 27.00 1 Kg 54.00
Sand for CM(1:8) 0.12 Cum 777.70 1 Cum 93.32
B .LABOUR
Mason 1st class 0.96 Nos 550.00 1 Each 528.00
Mason 2nd class 2.24 Nos 500.00 1 Each 1120.00
Mazdoor(un skilled) 3.30 Nos 460.00 1 Each 1518.00
C-DATA 76 of 3032
Amount
(Rs.)
Add for MAA @ 20% 0.20 3166.00 633.20
Add water charges 1% 0.01 8032.45 80.32
Rate for 10 sqm 8112.78

Add for MAA @ 20% 0.00 63.32 126.64 189.96 253.28 316.60
8112.78 8492.70 8872.62 9252.54 9632.46 10012.38
Rate per 10 sqm 9217.33 9648.98 10080.63 10512.27 10943.92 11375.57
Rate per 1 sqm 921.73 964.90 1008.06 1051.23 1094.39 1137.56
Say 922 965 1008 1051 1094 1138

Add for MAA @ 20% 379.92
10392.30
Say 1181
44 Flooring with non-skid Double charged / multi charged stain free full body porcelain vitrified tiles with
double layer pigment of Size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to
IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs with borders and
design as per the approved flooring pattern as directed by the Engineer-In -Charge, laying tiles using spacers of
2mm thick, set over a base coat of CM (1:8) prop. 12mm thick using screened sand over CC bed already laid
or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per sqm. and
jointed neately with white cement paste to full depth mixed with pigment of matching shade including cost and
conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C.
bed) including cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required
slope as directed by the Engineer- in-charge etc.,and overheads & contractors profit complete for finished
item of work. (APSS No.701 & 707)
(BLD-CSTN-9-5)
Unit = 10 sqm.
A. MATERIALS:
Vitrified tiles 8 to 10mm thick of size
600mm x 600mm 10.50 sqm 612.00 1 sqm 6426.00
Cement for CM(1:8)proportion for base coat 21.60 Kgs 3680.00 1000 Kgs 79.49
White Cement 6.00 Kgs 27.00 1 Kg 162.00
B .LABOUR
Add for MAA @ 20% 0.20 3166.00 633.20

Add for MAA @ 20% 0.00 63.32 126.64 189.96 253.28 316.60
10788.27 11168.19 11548.11 11928.03 12307.95 12687.87
C-DATA 77 of 3032
Amount
(Rs.)
Rate per 10 sqm 12257.09 12688.74 13120.38 13552.03 13983.68 14415.32
Rate per 1 sqm 1225.71 1268.87 1312.04 1355.20 1398.37 1441.53
Say 1226 1269 1312 1355 1398 1442

Add for MAA @ 20% 379.92
13067.79
Say 1485
45 Flooring with 16 mm to 18 mm thick high polished granite stone slabs other than black and regular
colours (i.e. of shades like paradiso / bala flower / copper silk / laka red / lavender blue) with borders and design
as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of
cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat
grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement
paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like
cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges,
polishing charges, cost of base coat and overheads & contractors profit complete for finished item of work
(S.S.701 & special)
(BLD-CSTN-9-7)
Unit = 10 sqm.
A. MATERIALS:
High polished granite slabs other than black
16 to 18mm thick 10.50 sqm 2342.00 1 sqm 24591.00
Cement for CM(1:8) for base coat 36.00 Kgs 3680.00 1000 Kgs 132.48
White cement for jointing 6.00 Kgs 27.00 1 Kg 162.00
B .LABOUR
Add for MAA @ 20% 0.20 5830.00 1166.00

Add for MAA @ 20% 0.00 116.60 233.20 349.80 466.40 583.00
32480.04 33179.64 33879.24 34578.84 35278.44 35978.04
Rate per 10 sqm 36902.20 37697.05 38491.90 39286.75 40081.60 40876.45
Rate per 1 sqm 3690.22 3769.71 3849.19 3928.68 4008.16 4087.65
Say 3690 3770 3849 3929 4008 4088

Add for MAA @ 20% 699.60
36677.64
C-DATA 78 of 3032
Amount
(Rs.)
Say 4167
46 Flooring with 16 mm to 18 mm thick high polished granite stone slabs black colour as approved by the
Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:8) , 20mm thick
using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like
consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of
matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite
slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edge , polishing
charges, cost of base coat and overheads & contractors profit complete for finished item of work for platforms
(S.S.701 & special)
(BLD-CSTN-9-7)
Unit = 10 sqm.
A. MATERIALS:
High polished granite slabs black 16 to
18mm thick 10.50 sqm 1991.00 1 sqm 20905.50
B .LABOUR
Add for MAA @ 20% 0.20 5830.00 1166.00
Machine cutting charges 16.67 RM 17.00 1 RM 283.39
Half rounding the edges 16.67 RM 318.00 1 RM 5301.06
Add for MAA @ 20% 0.20 2233.78 446.76

Add for MAA @ 20% 0.00 116.60 233.20 349.80 466.40 583.00
34849.21 35548.81 36248.41 36948.01 37647.61 38347.21
Rate per 10 sqm 39593.93 40388.78 41183.63 41978.48 42773.33 43568.18
Rate per 1 sqm 3959.39 4038.88 4118.36 4197.85 4277.33 4356.82
Say 3959 4039 4118 4198 4277 4357

Add for MAA @ 20% 699.60
39046.81
Say 4436
C-DATA 79 of 3032
Amount
(Rs.)
47 Providing window sills with 16 mm to 18 mm thick high polished granite stone slabs black colour as
approved by the Engineer-in-Charge set over base coat of cement mortar (1:8) , 20mm thick using screened
sand over CC bed already laid including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per
sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including
cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all
operational, incidental labour & lift charges, half rounding the edge , polishing charges, cost of base coat and
overheads & contractors profit complete for finished item of work (S.S.701 & special)
(BLD-CSTN-9-7)
Unit = 10 sqm.
A. MATERIALS:
High polished granite slabs black 16 to
18mm thick 10.50 sqm 1991.00 1 sqm 20905.50
B .LABOUR
Add for MAA @ 20% 0.20 5830.00 1166.00
Half rounding the edges 43.48 RM 318.00 1 RM 13826.64
Add for MAA @ 20% 0.20 5826.32 1165.26

Add for MAA @ 20% 0.00 116.60 233.20 349.80 466.40 583.00
44646.06 45345.66 46045.26 46744.86 47444.46 48144.06
Rate per 10 sqm 50724.62 51519.47 52314.32 53109.17 53904.02 54698.87
Rate per 1 sqm 5072.46 5151.95 5231.43 5310.92 5390.40 5469.89
Say 5072 5152 5231 5311 5390 5470

Add for MAA @ 20% 699.60
48843.66
Say 5549
48 Granolithic Concrete flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine
crushed metal and screened sand laid over CC bed already laid or RCC roof slab, in alternate panels of size not
exceeding 1.50 m x 1.50 m, using glass strips and finishing the top surface to required smoothness and slopes
and thread lining including cost of all materials like cement, metal sand and water and overheads & contractors
profit complete for finished item of work. (APSS No.701 & 710)
(BLD-CSTN-9-13)
Unit : 10sqm
A.MATERIALS :
6mm to 12mm HBG Metal 0.17 Cum 1099.30 1 Cum 186.88
Cement 120.00 Kgs 3680.00 1000 Kgs 441.60
C-DATA 80 of 3032
Amount
(Rs.)
Sand 0.085 Cum 682.70 1 Cum 58.03
B. LABOUR
Mason 1st class 1.25 Nos. 550.00 1 Each 687.50
Mason 2nd class 0.06 Nos. 500.00 1 Each 30.00
Mazdoor (unskiled) 3.00 Nos. 460.00 1 Each 1380.00
Add for MAA @ 20% 0.20 2097.50 419.50

Add for MAA @ 20% 0.00 41.95
3235.55 3487.25
Rate per 10 sqm 3676.07 3962.04
Rate per 1 sqm 367.61 396.20
Say 368 396
48 Flooring with chequered Cement Concrete heavy duty tiles conforming to IS: 13801 using aggregates,
cement, pigments of size 300mm x 300 mm and thickness 25 mm of any shades as approved by Engineer - In
- Charge set over base coat of cement mortar (1:6), 12 mm thick using screened sand over CC bed alredy laid or
RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm and jointed with
neat white cement to full depth mixed with pigment of matching shade including cost and conveyance of all
materials like cement, sand, water and tiles etc.,and overheads & contractors profit complete for finished item of
work.
(BLD-CSTN-9-4)
Unit : 10sqm
A.MATERIALS :
Chequred tiles 25mm thick 10.50 sqm 269.00 1 sqm 2824.50
Cement for CM(1:6) proportion for base coat 28.80 Kgs 3680.00 1000 Kgs 105.98
White cement for jointing & pointing 6.00 Kgs 27.00 1.00 Kgs 162.00
Sand for CM(1:6) proportion 0.12 Cum 777.70 1 Cum 93.32
B. LABOUR
Add for MAA @ 20% 0.20 3166.00 633.20

Add for MAA @ 20% 0.00 63.32 126.64 189.96 253.28 316.60
7177.51 7557.43 7937.35 8317.27 8697.19 9077.11
Rate per 10 sqm 8154.73 8586.37 9018.02 9449.67 9881.31 10312.96
Rate per 1 sqm 815.47 858.64 901.80 944.97 988.13 1031.30
Say 815 859 902 945 988 1031

C-DATA 81 of 3032
Amount
(Rs.)
Add for MAA @ 20% 379.92
9457.03
Say 1074
49 Supply and application of epoxy flooring of light green or light blue colour in Operation Theatres and
labour rooms seamless joint free finish with 3mm thickness and anti slip & water washable chemical resistance
durable and non particle shedding with attractive finishing including cost and conveyance of all materials and all
labour charges, overheads and contractor profit etc., complete for finished item of work.
Rate approved 1 sqm 1940.00 1 sqm 1940
50 Supply and fixing of Vinyl Flooring Sheets/ tiles having a nominal total thickness of 2 mm with a wearing
surface impregnated polyurethane homogeneous mixture of PVC, Plasticizers, Urethane, color pigments with
wearing resistance and Fire Resistance as per standards including cost and conveyance of all materials,
adhesives for fixing, all labour charges, overheads & contractors profit etc., complete for finished item of work in
all floors
Rate as per SSR BMT-D.18 1.00 sqm 720.00 1 sqm 720.00

cost of adhesives, labour charges -25% of
material cost 0.25 720.00 180.00
900.00
Overheads&Contractors Profit @13.615% 0.13615 900.00 122.54
Rate for 1 Sqm 1022.54
Say 1023
51 Providing and laying of precast concrete blocks for paving of M-40 grade and thickness not less than 80
mm for medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's
specification including cost and conveyanace cost of all materilas like cement, sand water and Pavers etc.,
Complete per drawings and techinical specification clause 1504 MORD including cost and conveyance of all
materials and all labour charges, overheads and contractor profit etc., complete for finished item of work.
Unit: 1 sqm Taking out put 225.00 Sqm

a) Labour
Add for MAA @ 20% 0.20 12680.00 2536.00
b) Machinery
Water Tanker 6 Kl capacity 2.00 Hour 691.00 1 hour 1382.00
c) Material
i) High Strength cement concrete inter
lcoking designer pavers tile 80mm thick
BMT-D.14 225.00 Sqm 443.00 1 Sqm 99675.00
(ii) Edge blocks 60 m x 2 120.00 RM 10.00 1 RM 1200.00
(iii) Sand as per Table 1500.5 7.23 Cum 547.70 1 Cum 3959.87
Bed = 603x75x 0.03 = 6.75 cum
Joints = 60x0.08 = 0.48 cum
(iv)water for wetting of sand bed 3.00 Kl 110.00 1 Kl 330.00
Cost for 225 sqm = a+b+c 121763
Say 615
C-DATA 82 of 3032
Amount
(Rs.)
52 Providing 16 mm to 18 mm thick high polished leather finish granite stone slabs (steel grey or pearl
black) with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than
2.43 mts set over base coat of cement mortar (1:5) , 12mm thick using screened sand over CC bed already laid
or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and
jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and
conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational,
incidental labour & lift charges, full rounding the edges of treads , providing 3 grooves of size 2mm x 1mm for the
full length of treads , polishing charges, cost of base coat and overheads & contractors profit complete for
finished item of work for treads and risers (S.S.701 & special)
a) Treads of 0.30m wide :

(BLD-CSTN-9-7)
Unit = 10 sqm.
A. MATERIALS:
High polished granite slabs other than black
16 to 18mm thick 10.50 sqm 2342.00 1 sqm 24591.00
B .LABOUR
Add for MAA @ 20% 0.20 5830.00 1166.00
Full rounding the edges 33.33 RM 412.00 1 RM 13731.96
Add for MAA @ 20% 0.20 5719.43 1143.89

Add for MAA @ 20% 0.00 116.60 233.20 349.80 466.40 583.00
48008.73 48708.33 49407.93 50107.53 50807.13 51506.73
Rate per 10 sqm 54545.12 55339.97 56134.82 56929.67 57724.52 58519.37
Rate per 1 sqm 5454.51 5534.00 5613.48 5692.97 5772.45 5851.94
Say 5455 5534 5613 5693 5772 5852

Add for MAA @ 20% 699.60
52206.33
Say 5931
b) Risers of 0.15m height :

(BLD-CSTN-9-19)
Unit = 10 sqm
A.MATERIALS :
Cost of high polished granite 10.50 sqm 2342.00 1 sqm 24591.00
Sand for CM(1:5) base coat 0.12 cum 777.70 1 cum 93.32
Cement for CM(1:5) base coat 34.56 Kgs 3680.00 1000 Kgs 127.18
C-DATA 83 of 3032
Amount
(Rs.)
White cement for jointing & pointing 5.00 Kgs 27.00 1 Kg 135.00
Add for MAA @ 20% 0.20 453.36 90.67
B.LABOUR
Add for MAA @ 20% 0.20 7285.00 1457.00

Add for MAA @ 20% 0.00 145.70 291.40 437.10 582.80 728.50
35384.35 36258.55 37132.75 38006.95 38881.15 39755.35
Rate per 10 sqm 40201.93 41195.15 42188.37 43181.60 44174.82 45168.04
Rate per 1 sqm 4020.19 4119.51 4218.84 4318.16 4417.48 4516.80
Say 4020 4120 4219 4318 4417 4517

Add for MAA @ 20% 874.20
40629.55
Say 4616
53 Providing skirting 10 cm height with Double charged / multi charged stain free full body porcelain
vitrified tiles with double layer pigment of Size 600 x 600 mm and thickness between 8-10 mm of any colour
and finish in all shades and designs, length equal to flooring tiles, flushed to wall surface to set over base coat
of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of
3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth,
including cost of all materials like tiles, cement, sand and water etc.,and overheads & contractors profit complete
for finished item of work.(APSS No.701 &707)
(BLD-CSTN-9-20)
Unit = 10 sqm
Cost of vitrified tiles 8-10mm thick 10.50 sqm 612.00 1 sqm 6426.00
B.LABOUR
Add for MAA @ 20% 0.20 3166.00 633.20

C-DATA 84 of 3032
Amount
(Rs.)
Add for MAA @ 20% 0.00 63.32 126.64 189.96 253.28 316.60
10727.36 11107.28 11487.20 11867.12 12247.04 12626.96
Rate per 10 sqm 12187.89 12619.54 13051.18 13482.83 13914.47 14346.12
Rate per 1 RM 121.88 126.20 130.51 134.83 139.14 143.46
Say 122 126 131 135 139 143

Add for MAA @ 20% 379.92
13006.88
Say 148
54 Supply and application of epoxy coving 50mmx50mm width at the corners of the all walls in Operation
Theatres, labour rooms including cost and conveyance of all materials and labour charges, overheads and
contractor profit etc., complete for finished item of work .
Rate approved 1 RM 536.00 1 RM 536
55 Providing skirting to internal walls 10 cm height with High Polished Granite 16 mm to 18 mm thick up to
8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of
CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of
3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth,
including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit
complete for finished item of work.
(BLD-CSTN-9-19)
Unit = 10 sqm
A.MATERIALS :
Add for MAA @ 20% 0.20 453.36 90.67
B.LABOUR
Man Mazdoor(Beldar) 8.00 Nos. 460.00 1 Each 3680.00
Add for MAA @ 20% 0.20 7285.00 1457.00

Add for MAA @ 20% 0.00 145.70 291.40 437.10 582.80 728.50
35384.35 36258.55 37132.75 38006.95 38881.15 39755.35
Rate per 10 sqm 40201.93 41195.15 42188.37 43181.60 44174.82 45168.04
Rate per 1 RM 402.02 411.95 421.88 431.82 441.75 451.68
Say 402 412 422 432 442 452

C-DATA 85 of 3032
Amount
(Rs.)
Add for MAA @ 20% 874.20
40629.55
Say 462
56 Providing cladding to walls with High Polished Granite 16 mm to 18 mm thick up to 8'-00 (2.43 M) other
than black and regular colours, length equal to flooring slabs set over base coat of CM(1:3) 12 mm thick using
screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing
with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like
tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.
(BLD-CSTN-9-19)
Unit = 10 sqm
A.MATERIALS :
B.LABOUR
Man Mazdoor(Beldar) 8.00 Nos. 460.00 1 Each 3680.00
Add for MAA @ 20% 0.20 7285.00 1457.00

Add for MAA @ 20% 0.00 145.70 291.40 437.10 582.80 728.50
34233.68 35107.88 35982.08 36856.28 37730.48 38604.68
Rate per 10 sqm 38894.60 39887.82 40881.04 41874.26 42867.48 43860.71
Rate per 1 sqm 3889.46 3988.78 4088.10 4187.43 4286.75 4386.07
Say 3889 3989 4088 4187 4287 4386

Add for MAA @ 20% 874.20
39478.88
Say 4485
57 Providing external cladding to walls with brick tiles of size 230mm x 75 mm with 12mm thick set over
base coat of CM(1:3) 12mm thick using screened sand with cement slurry of honey like consistency spread at
the rate of 10.08 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full
depth, including cost of all materials like tiles, scaffolding, cement, sand and water etc., and overheads &
contractors profit complete for finished item of work.
(BLD-CSTN-9-18)
Unit = 10 sqm
C-DATA 86 of 3032
Amount
(Rs.)
A.MATERIALS
Cost of brick tile: for cladding 12mm thick
(Including Transportation) 10.50 sqm 400.00 1 sqm 4200.00
B.LABOUR
Add for MAA @ 20% 0.20 791.50 158.30

Add for MAA @ 20% 0.00 15.83 31.66 47.49 63.32 79.15
Add for MAA @ 20% 70.63 101.14 131.64 162.14 192.64 223.14
6265.58 6543.59 6821.56 7099.58 7377.54 7655.51
Rate per 10 sqm 7118.64 7434.50 7750.32 8066.19 8381.99 8697.81
Rate per 1 sqm 711.86 743.45 775.03 806.62 838.20 869.78
Say 712 743 775 807 838 870

Add for MAA @ 20% 94.98
Add for MAA @ 20% 253.63
7933.42
Say 901
58 Providing external cladding to walls with natural stone (Bethamcherla or equivalent) of size not
exceeding 300mm x300mm and 18-20mm thick set over base coat of CM(1:3) 12 mm thick using screened
sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white
cement paste mixed with pigment of matching shade to full depth, including cost of all materials like natural
stone, cement, sand and water, scaffolding etc., and overheads & contractors profit complete for finished item of
work.
(BLD-CSTN-9-18)
Unit = 10 sqm
A.MATERIALS :
Cost of natural stone 18-20mm thick
iIncluding transportation) 10.50 sqm 509.00 1 sqm 5344.50
B.LABOUR
Add for MAA @ 20% 0.20 791.50 158.30
C-DATA 87 of 3032
Amount
(Rs.)
Rate for other Floors FF SF TF 4F 5F

Rate as worked out above 6951.86 6951.86 6951.86 6951.86 6951.86
Lift charges ( Page 131 of Std. Data ) 0.00 79.15 158.30 237.45 316.60
Add for MAA @ 20% 0.00 15.83 31.66 47.49 63.32
Hire charges for Access Scaffolding 45.87 45.87 45.87 45.87 45.87
Labour charges for scaffolding 353.16 505.69 658.18 810.71 963.20
Add for MAA @ 20% 70.63 101.14 131.64 162.14 192.64
7421.52 7699.54 7977.50 8255.52 8533.49
Overheads & Contractors Profit @13.615% 1010.44 1048.29 1086.14 1123.99 1161.83
Rate per 10 sqm 8431.96 8747.83 9063.64 9379.51 9695.32
Rate per 1 sqm 843.20 874.78 906.36 937.95 969.53
Say 843 875 906 938 970
59 Providing pitched roof cladding with terracota tiles of size 125mm x 200mm and 12mm to 15mm thick set
over base coat of CM(1:3) 12mm thick using screened sand with cement slurry of honey like consistency spread
at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full
depth, including cost of all materials like tiles, cement, sand and water , scaffolding etc., and overheads &
(BLD-CSTN-9-18)
Unit = 10 sqm
A.MATERIALS
Terraacota tiles :125mmx200mm, 12
to15mm thick (including transportation) 10.50 sqm 369.00 1 sqm 3874.50
B.LABOUR
Add for MAA @ 20% 0.20 791.50 158.30
Rate for other Floors FF TF 4F 5F 6F

Rate as worked out above 5467.16 5467.16 5467.16 5467.16 5467.16
Lift charges ( Page 131 of Std. Data ) 0.00 158.30 237.45 316.60 395.75
Add for MAA @ 20% 0.00 31.66 47.49 63.32 79.15
Hire charges for Access Scaffolding 45.87 45.87 45.87 45.87 45.87
Labour charges for scaffolding 353.16 658.18 810.71 963.20 1115.69
Add for MAA @ 20% 70.63 131.64 162.14 192.64 223.14
5936.82 6492.80 6770.82 7048.79 7326.76
Overheads & Contractors Profit @13.615% 808.30 884.00 921.85 959.69 997.54
Rate per 10 sqm 6745.12 7376.80 7692.67 8008.48 8324.30
Rate per 1 sqm 674.51 737.68 769.27 800.85 832.43
Say 675 738 769 801 832

Add for MAA @ 20% 94.98 110.81
Add for MAA @ 20% 253.63 284.13
7604.66 7882.69
C-DATA 88 of 3032
Amount
(Rs.)
Rate per 10 sqm 8640.04 8955.92
Rate per 1 sqm 864.00 895.59
Say 864 896
60 Providing dadooing with glazed red or white full body ceramic wall tiles of size 300 x 450 mm / 320 mm x
400 mm and thickness 6 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any
colour and finish in all shades and designs with borders as approved by Engineer-in-Charge flushed to wall
surface set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like
consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of
matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and
overheads & contractors profit complete for finished item of work.
(BLD-CSTN-9-18)
Unit = 10 sqm
A.MATERIALS :
Cost of glazed coloured tiles 10.50 sqm 396.00 1 sqm 4158.00
B.LABOUR
Add for MAA @ 20% 0.20 791.50 158.30

Add for MAA @ 20% 0.00 15.83 31.66 47.49 63.32 79.15
5667.86 5762.84 5857.82 5952.80 6047.78 6142.76
Rate per 10 sqm 6439.54 6547.45 6655.36 6763.27 6871.19 6979.10
Rate per 1 sqm 643.95 654.75 665.54 676.33 687.12 697.91
Say 644 655 666 676 687 698

Add for MAA @ 20% 94.98
6237.74
Say 709
61 Providing dadooing with glazed full body porcelain wall tiles of size 300mm x 600 mm with any type of
design texture such as marble finish, wooden, bamboo, stone finishes etc., scratch less, stain free and thickness
between 6-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish
in all shades and designs with borders and design as per the approved pattern as approved by Engineer-in-
Charge flushed to wall surface set over base coat of CM(1:5) 12 mm thick using screened sand with cement
slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste
mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and
water etc., and overheads & contractors profit complete for finished item of work.
(BLD-CSTN-9-20)
Unit = 10 sqm
A.MATERIALS :
C-DATA 89 of 3032
Amount
(Rs.)
Cost of porcelain wall tiles 10.50 sqm 554.00 1 sqm 5817.00
B.LABOUR
Add for MAA @ 20% 0.20 3166.00 633.20

Add for MAA @ 20% 0.00 63.32 126.64 189.96 253.28 316.60
10112.27 10492.19 10872.11 11252.03 11631.95 12011.87
Rate per 10 sqm 11489.06 11920.70 12352.35 12783.99 13215.64 13647.29
Rate per 1 sqm 1148.91 1192.07 1235.23 1278.40 1321.56 1364.73
Say 1149 1192 1235 1278 1322 1365

Add for MAA @ 20% 379.92
12391.79
Say 1408
62 Flooring with plain Cement Concrete general purpose tiles conforming to IS: 13801 using aggregates,
cement, pigments of size 300 x 300 mm and thickness 20 mm of any shade set over base coat of cement mortar
(1:6), 12 mm thick using screened sand over CC bed already laid of any shades as approved by Engineer - In -
Charge including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm and jointed with neat
white cement to full depth mixed with pigment of matching shade including cost and conveyance of all materials
like cement, sand, water and tiles etc.,and overheads & contractors profit complete for finished item of work.
(BLD-CSTN-9-4)
Unit : 10sqm
A.MATERIALS :
Plain cement concrete tiles 300mm x
300mm BMT-D.04 10.50 sqm 241.00 1 sqm 2530.50
Cement for CM(1:6) proportion for base coat
28.80 Kgs 3680.00 1000 Kgs 105.98
White cement for jointing & pointing 6.00 Kgs 27.00 1.00 Kgs 162.00
Sand for CM(1:6) proportion 0.12 Cum 777.70 1 Cum 93.32
B. LABOUR
Add for MAA @ 20% 0.20 3166.00 633.20
C-DATA 90 of 3032
Amount
(Rs.)
63 Providing plinth protection using plain Cement Concrete general purpose tiles conforming to IS: 13801
using aggregates, cement, pigments of size 300 x 300 mm and thickness 20 mm of any shade for a width of
1200mm set over base coat of cement mortar (1:6), 12 mm thick using screened sand over PCC(1:5:10) bed
100mm thick along with drain constructed with 225 mm thick walls using fly ash cement / lime solid blocks of
size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. and
plastering 2mm thick two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) for
brick masonry drain, laying of tiles in between basement of the building and brick wall and as directed by the
Engineer - in - charge including cost and conveyance of all materials to site, all labour charges like mixing of
cement concrete, laying, curing, overheads & contractor profit etc., complete for finished item of work.
Earth work excavation 0.694 Cum 200.93 1 Cum 139.44

M 5 mix 0.0132 Cum 2130.95 1 Cum 28.13
Masonry in CM(1:6) 0.2025 Cum 4516.43 1 Cum 914.58
Plastering 12 mm thick two coats 1.65 Sqm 375.46 1 Sqm 619.51
Cement concrete tiles flooring 1.20 Cum 688.06 1 Cum 825.67
Rate per 1.00 RM (1.20 Sqm) 2527.33
2392.85
Say 2393.00
64 Filling with well burnt cinder aggregate as per IS:2686-1977 in sunken slabs including cost and conveyance
of cinder, labour charges for filling, ramming, overheads and contractor profit etc., complete for finished item of
work
(BLD-CSTN-2-8) & Addendum dt.14.05.2019 of the Chief Engineer (R&B) Buildings
Unit : 1 cum
Taking output 6.00 cum
a) Labour
Add for MAA @ 20% 0.20 142.60 28.52
b)Material :
Cost of well burnt cinder aggregate 6.00 cum 614.00 1 cum 3684.00

Rate as above 3855.12 3855.12 3855.12 3855.12 3855.12 3855.12
Add for MAA @ 20% 0.00 2.85 5.70 8.56 11.41 14.26
Rate per 1 cum 3855.12 3872.23 3889.34 3906.46 3923.57 3940.68
Rate per 6 cum 4379.99 4399.43 4418.87 4438.32 4457.76 4477.20
Rate per 1 cum 730.00 733.24 736.48 739.72 742.96 746.20
Say 730 733 736 740 743 746

Add for MAA @ 20% 17.11
Say 749
C-DATA 91 of 3032
Amount
(Rs.)
65 Supplying and fixing of stainless steel (grade 304) hand railing as per approved drawing with top rail of
50mm dia pipe and 2mm thick medium class and vertical posts of 25mm dia and 1.6mm thick medium class 1
No for each step fixed with base plate of 25mm dia using bonding agent and anchor fastner and welding, drilling
of 25mm dia holes with pneumatic compressor for fixing railing, buffing, polishing all members of the railing
thouroughly , lacquer finishing to present seamless finish including cost and conveyance of all materials,
electrodes, welding charges, cost of all consumables, labour charges , overheads & contractors profit etc.,
For a flight length of 4.60 M. 4.60 RM

Cost of 50mm dia SS pipe (1x4.60) 4.60 RM
50mm pipe (4.60 x 2.39 Kgs/RM) 10.99 Kgs
25mm pipe (11.70x 0.89 Kgs/RM) 10.41 Kgs
Cost of stainless steel pipes 21.40 Kgs 331.00 1 Kg 7083.40
Labour charges for fabrication 21.40 Kgs 131.00 1 Kg 2803.40
Drilling of 25mm dia hole(13 x 0.10) 1.30 RM 167.00 1 RM 217.10
Base Plate 25mm dia. 13 Nos. 30.00 1 Each 390.00
Add for anchor bars 13 Nos. 30.00 1 No 390.00
Add for bonding 13 Nos. 15.00 1 No 195.00
11078.90
3040.41
say 3040.00
66 Supplying and fixing of stainless steel (grade 304) railing for ramp and along staircase wall as per
approved drawing with top rail of 50mm dia pipe and 2mm thick medium class fixed in to wall with 25mm dia pipe
of 0.30m length @ 1m centre to centre and welding, buffing, polishing all members of the railing thouroughly ,
lacquer finishing to present seamless finish including cost and conveyance of all materials, electrodes, welding
charges, cost of all consumables, labour charges , overheads & contractors profit etc., complete for finished item
of work.
For a length of 10.00 M. 10.00 RM

50.00mm pipe (10.00 x 2.39 Kgs/RM) 23.90 Kgs
25mm pipe (2.70x 0.89 Kgs/RM) 2.40 Kgs
Base Plate 25mm dia. 9 Nos. 30.00 1 Each 270.00
12570.90
1428.24
say 1428.00
67 Supplying and fixing of stainless steel (grade 304) grip bars 200mm length bars in toilets as per approved
drawing with 25mm dia pipe with base plates 2 Nos., buffing, polishing thouroughly , lacquer finishing to present
seamless finish including cost and conveyance of all materials, labour charges , overheads & contractors profit
etc., complete for finished item of work.
25mm pipe {(2x(0.10+0.20)x 0.89 Kgs/RM} 0.36 Kgs

Base Plate 2 Nos. 30.00 1 Each 60.00
Rate per Each 259.72
C-DATA 92 of 3032
Amount
(Rs.)
295.08
say 295.00
68 Providing 110 mm Dia ISI marked PVC down water take pipes with single socket , 2.5mm thick 4.0 kg/sq.cm
pressure of ISI marked including cost of necessary PVC Bends, couplers, shoes, iron / PVC clamps and all other
accessories and fixing in position including cost and conveyance of all materials, operational & incidental
charges including all labour charges for fixing at site etc., and overheads & contractors profit complete for
finished item of work. (APSS No. 1328)
PVC pipe 110mm dia 6.00 RM 410.00 3 RM 820.00

PVC 110mm dia plain bend 1 Nos. 70.00 1 Each 70.00
PVC 110mm coupler 1 Nos. 48.00 1 Each 48.00
MS Clamps 3 Nos. 15.00 1 Each 45.00
Cutting holes in brick masonry 1 No. 47.00 1 Each 47.00
Labour charges for fixing pipes 6.00 RM 70.00 1 RM 420.00
241.67
Say 275.00
69 Supply and fixing jallies ( cement concrete ) of 50mm thick as per the design approved by the Engineer-in-
Charge including cost and conveyance of materials to site and labour charges etc., overheads & contractors
profit complete for finished item of work.
Cost of 50mm thick jali 1.00 sqm 340.00 1 sqm 340.00

Add for MAA @ 20% 0.20 189.50 37.90
567.40

Add for MAA @ 20% 15.89 22.76 29.62 36.48 43.34 50.21
Add for MAA @ 20% 0.00 3.79 7.58 11.37 15.16 18.95
Rate for 1 sqm 673.07 737.00 800.91 864.83 928.74 992.66
Rate per 1 sqm 764.71 837.34 909.95 982.58 1055.19 1127.81
Say 765 837 910 983 1055 1128

Add for MAA @ 20% 57.07
Add for MAA @ 20% 22.74
Say 1200
C-DATA 93 of 3032
Amount
(Rs.)
70 White washing two coats with white cement to ceiling to give an even shade after thouroughly brushing the
surface to remove all dirt and remains of loose powdered materials including cost of all materials , labour
charges and incidental such as scaffolding , lift charges etc., and overheads & contractors profit complete for
finished item of work in all floors.
(BLD-CSTN-11-5)
Unit : 10 sqm
A.MATERIALS :
White cement 2.00 kgs 27.00 1 kgs 54.00
B.LABOUR :
Painter 1st class 0.063 Nos. 615.00 1 Each 38.75
Painter 2nd class 0.147 Nos. 500.00 1 Each 73.50
Add for MAA
Sundries @ 20%
including brushes , ladders etc., @ 0.20 259.45 51.89
1% 0.01 365.33 3.65
Say 42.00
71 Providing and applying Wall putty of White Cement or Polymer or Cement based of average 1 to 2 mm
thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface
to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean &
wipe off loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and
320 No., emery paper for the surface preparation including cost and conveyance of all materials to work site and
all operational, incidental, labour charges, over heads and contractors profit etc., complete for finished item of
work in all floors for internal walls.
(As per Amendment in SoR 2011-12)

Unit = 10 sqm
wall putty 23.00 Kgs 550.00 20 Kg 632.50
Mazdoor 0.91 Nos. 460.00 1 Each 418.60
Add for MAA
Sundries @ 20%papers, fillers, knife etc.,
for emery 0.20 905.00 181.00
@ 1% 0.01 1718.49 17.18
1735.68
Say 197.00
72 Providing and applying exterior texture of average 2 to 3 mm thickness over plastered surface to prepare the
surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered
materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler
by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of
all materials to work site and all operational, incidental, labour charges, scaffolding charges, overheads and
contractors profit etc., complete for finished item of work in all floors for external walls.

Unit = 10 sqm
exterior texture 34.50 Kgs 818.00 25 Kg 1128.84
Mazdoor 0.91 Nos. 460.00 1 Each 418.60
Add for MAA
for emery 0.20 905.00 181.00
@ 1% 0.01 2214.83 22.15
C-DATA 94 of 3032
Amount
(Rs.)
Hire charges for Access Scaffolding 10 sqm 1.03 1 sqm 10.30
Labour charges for scaffolding 10 sqm 7.95 1 sqm 79.50
Add for MAA @ 20% 0.20 79.50 15.90
2342.68
Say 266.00
73 Supply & application of one coat water based cement primer of interior grade I and two coats of
synthetic polymer luxury plastic emulsion paint of superior grade having VOC (Volatile Organic
Compound) content less than 50 grams/litre for internal walls including cost and conveyance of all materials to
site, incidental, operational and all labour charges etc., and overheads & contractors profit complete for finished
item of work in all floors.
(BLD-CSTN-12-2& Amendment in SoR 2011-12)

Unit 10 sqm.
A. Materials:-
Cost of cement primer interior grade I 1.00 Kg 141.00 1 Kg 141.00
Painter 2nd class
Synthetic polymer luxury plastic emulsion 0.49 Nos. 500.00 1 Each 245.00
paint 0.80 Ltrs 404.00 1 Ltrs 323.20
Add for MAA
Sundries @ 20%
1% 0.01 1682.86 16.83
1699.69
Say 193.00
74 Supply & application of one coat water based cement primer of exterior grade II and two coats of synthetic
polymer luxury plastic emulsion paint of superior grade having VOC (Volatile Organic Compound) content less
than 50 grams/litre for exterior walls including cost and conveyance of all materials to site, incidental,
operational and all labour charges etc., and overheads & contractors profit complete for finished item of work in
all floors.
(BLD-CSTN-12-2& Amendment in SoR 2011-12)

Unit 10 sqm.
A. Materials:-
Cost of cement primer exterior grade II 1.00 Kg 180.00 1 Kg 180.00
Painter 2nd
Synthetic class luxury plastic emulsion
polymer 0.49 Nos. 500.00 1 Each 245.00
paint 0.80 Ltrs 404.00 1 Ltrs 323.20
Add for MAA
Sundries @ 20%
1% 0.01 2229.16 22.29
2251.45
Say 256.00
C-DATA 95 of 3032
Amount
(Rs.)
75 Providing and applying water proof wall putty of white cement or polymer or cement based of average 1 to
2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the
surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface,
clean & wipe off loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with
180 and 320 No., emery paper for the surface preparation, applying one coat of cement primer of interior
grade-1 and two coats of poy-urethane paint of light green or light blue colour with 1mm thickness with
anti fungal and anti bacterial chemical resistance durable and non particle shedding including cost and
conveyance of all materials to work site and all operational, incidental, labour charges, over heads and
contractors profit etc., complete for finished item of work in all floors for internal walls and ceiling of Operation
Theatre and labour rooms.

Unit = 10 Sqm
a) wall putty
wall putty 23.00 Kgs 550.00 20 Kg 632.50
Mazdoor 0.91 Nos. 460.00 1 Each 418.60
Add for MAA
for emery 0.20 905.00 181.00
@ 1% 0.01 1718.49 17.18
1735.68
b) primer coat
Cost of cement primer interior grade I 1.00 Kg 141.00 1 Kg 141.00
Add for MAA
Sundries @ 20%
1% 0.01 589.98 5.90
595.88
c) poly-urethane paint 2 coats
Cost of poly-urethane Paint 1.35 Ltr 500.00 1 Ltr 675.00
1st Class Painter 0.36 Nos. 615.00 1 Each 221.40
2nd Class Painter 0.84 Nos. 500.00 1 Each 420.00
Add for MAA
Sundries @ 20%
1% 0.01 1444.68 14.45
1459.13
Total (a+b+c) 3790.69
Say 431.00
76 Painting to new wood work and flush shutters with lappam finish , over a primary coat and painting two
coats of synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre of
approved shade including cost and conveyance of all materials to site cost of primer coat and all labour charges
etc. complete including applying sand paper on lappam coats for neat finish and overheads & contractors profit
complete in all floors (APSS No.1200, 1207 & 1211).
(BLD-CSTN-12-6 & 12-12-195)

Cost of Putty for wood work 1 Kg 130.00 1 Kg 130.00
Primer Coat
Cost of Wood Primer 0.70 Ltr 130.00 1 Ltr 91.00
2 coats of Enamel painting
Cost of Synthetic Enamel Paint 1.20 Ltr 248.00 1 Ltr 297.60
Add for MAA
Sundries @ 20%
1% 0.01 1737.26 17.37
C-DATA 96 of 3032
Amount
(Rs.)
1754.63
Say 199.00
77 Painting two coats with synthetic enamel paint Grade-II VOC (Volatile Organic Compound) content less than
50 grams/litre over primer coat of red oxide to new iron work including cost and conveyance of all materials
to site, incidental, operational and all labour charges etc., and overheads & contractors profit complete for
finished item of work in all floors. (SS No. 1201, 1212 & 1207).
(BLD-CSTN-12-7 & 12-12-197)

Unit : 10 sqm
A.MATERIALS :
Red oxide primer 0.70 Ltr 121.00 1 Ltr 84.70
Cost of Synthetic Enamel Paint 1.10 Ltr 248.00 1 Ltr 272.80
B.LABOUR :
for primer coat
for enamel painting
Add for MAA
Sundries @ 20%
1% 0.01 1512.02 15.12
1527.14
Say 174.00
78 Supply & applying Melamine Polish Glossy/ Matt finish to the wood works duly cleaning the surface and
applying emery paper, sand the wood with 180 No., emery paper and then with 320 No., emery paper, clean &
wipe off loose dust, applying suitable knifing paste filler / wood filler by putty knife / muslin pad, air dry for 2 - 3
hrs, sand with 180 and 320 No., emery paper, apply two component wood sealer, air dry for 24 hrs, sand with
320 No emery paper, applying one coat of approved spraying thinner (for spraying)/ applying one coat of
approved brushing thinner or general purpose thinner (for brushing) and apply (either with spray or brush) two
coats of approved brand melamine including cost & labour charges, emery papers, cost of thinner & melamine
polish, over heads and contractors profit etc., complete for finished item of work

Unit : 1 sqm
A.Materials
Melamine polish 0.065 Ltrs 314.00 1 Ltrs 20.41
Thinner for Poly Uretene polish 0.033 Ltrs 131.00 1 Ltrs 4.32
B.Labour
1st Class Painter 0.24 Nos. 615.00 1 Nos. 147.60
2nd Class Painter 0.56 Nos. 500.00 1 Nos. 280.00
Helper 0.80 Nos. 460.00 1 Nos. 368.00
Add for MAA @ 20% 0.20 795.60 159.12
Sundries for spraying machine etc., @ 1% 0.01 979.45 9.79
989.25
Say 1124.00
C-DATA 97 of 3032
Amount
(Rs.)
79 Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together
through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe
shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking
plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and
springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc.,
overheads & contractors profit complete for finished item of work as per special spn: 1108
Rate as per SSR 1.00 sqm 3198.00 1 sqm 3198.00

Say 3633.00
80 Providing specialized polysulphide sealant treatment to the expansion joints on terrace (Size : 25mm x
12mm): Application of one coat of-High performance specially designed SBR latex polymer based bonding
agent– ROOFBOND SBR (Armstrong) / POWER n BOND SBR (EBT) / NITOBOND SBR (Fosroc) ZORIBOND
SBR (PMCC)/ SIKA LATEX (Sika) WATERSHIELD BOND SBRASTM - C 920 -95 /DIN 18549 TT -S-00227E or
equivalent mixing with cement as per manufacturers c] Providing and application of Acrylic Polymer modified
reinstatement concrete/mortar admixture with - OOFCRETE AR (Armstrong ) / ZORIGROUT CMG (PMCC) /
POWER n GUARD ARM (EBT) / WATERSHIELD AR / Fosroc to finish the damaged edges of joint and making
the groove. d]. Providing and fixing of masking tape on top of the joint both sides. e]. Providing and fixing of Back
up support material of Polyethelene foam to leave the depth of 12mm on the joint. f]. Providing and application of
one coat of polysulphide primer with – Polysulphide primer on inner edge on joints. g]. Providing and application
of Two part Polysulphide sealant to a width of 25mm and 12mm depth with - ROOFSEAL PS (Armstrong ) /
POWER n SEAL PS (EBT) /NITOSEAL PS 200 (Fosroc)/ ZORISEAL PS (PMCC) / SIKA POLYSULPHIDE (Sika)
/ WATERSHIELD PSComplies with BS 4254 - 83 or equavalent with putty knife and neat finish. h]. Removing of
masking tape and providing and application of two coats of Acrylic elastomeric cementitious coating with –
ROOFSEAL PS (Armstrong ) / POWER n SEAL PS (EBT) /NITOSEAL PS 200 (Fosroc)/ ZORISEAL PS (PMCC)
/ SIKA POLYSULPHIDE (Sika) / WATERSHIELD PS including cost and conveyance of all materials, labour
charges, overheads & contractors profit etc., complete for finished item of work
Rate as per SSR 2018-19 1.00 RM 650.00 1 RM 650.00

Say 738.00
81 Providing and fixing of Expansion joint filler board for buildings, columns, beams and slabs 25 mm thick
including cost and conveyance of all materials to site, all incidental, operational, labour charges etc.overheads &
contractors profit complete for finished item of work as per approved drawing for all floors

Say 374.00
82 1.70mt
Providing and fixing of 241.80mts
gauge alluminium sheet over expansion joint groove of width 15cm fixed to
walls
s / columns at one edge and resting over the other block walls/columns concealing expansion joint with
slotted holes for free edge of aluminium sheet to facilitate free movement of aluminium sheet over the finished
surface of expansion joint and wall face using sheet metal screws with nylon receiver complete including cost
and conveyance of all materials to site, all incidental, operational, labour charges , overheads & contractors profit
etc., complete for finished item of work as per approved drawing (for all floors for vertical joints and bottom of
slab)
Cost of aluminium sheet 24 gauge 1.00 sqm 256.00 1 sqm 256.00

Add for labour charges including cost of
nails, making holes to wall and in aluminium
sheet etc. 6.60 RM 25.00 1 RM 165.00
Rate per 1 RM 64.00
C-DATA 98 of 3032
Amount
(Rs.)
72.71
Say 73.00
83 Providing and fixing of expansion joint system related with floor location as per drawings and direction
of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self
centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it
provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas
that accommodates multi directional seismic movement without stress to it’s components. System shall consist
of metal profiles with a universal aluminum base member designed to accommodate various project conditions
and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects
movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered
self-centering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall
exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow
freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier
Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures
design and as approved by Engineer -in- Charge . (Material shall confirm to ASTM 6063.)
Floor Joint of 200mm gap

Details of Cost of 1 metre.
A. MATERIALS:
Floor Joint of 200 mm 1.00 Metre 5400.00 1 Metre 5400.00
Epoxy adhesive 4.75 Kgs 150.00 1 Kgs 712.50
Carriage 2.00 L.S 124.90 1 L.S 249.80
B .LABOUR
Blacksmith 1st class 0.05 day 525.00 1 day 26.25
Mason (brick layer) 1st class 0.10 day 550.00 1 day 55.00
Beldar 0.15 day 460.00 1 day 69.00
6512.55
6577.68
7473.23
84 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per
drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self
aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it
provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and
existing construction in office Buildings & complexes with no slipping down tendency amongst the components of
the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed
aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to
ASTM 6063.)
Wall Joint of 200 mm gap

A. MATERIALS:
Wall Joint of 200 mm 1.00 Metre 3250.00 1 Metre 3250.00
Carriage 2.00 L.S 124.90 1 L.S 249.80
B .LABOUR
Beldar 0.15 day 460.00 1 day 69.00
4362.55
4406.18
5006.08
C-DATA 99 of 3032
Amount
(Rs.)
85 Providing and fixing of expansion joint system of approved make and manufactures for various roof
locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded
aluminum base members with, self aligning and self centering arragement support plates asper ASTM
B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion
control system that is capable of accommodating multidirectional seismic movement without stress to its
components. System shall consist of metal profile that incorporates a universal aluminum base member
designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of
width and thickness required to satisfy movement and loading requirements and secured to base members by
utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions.
The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding
aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical
displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to
UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier
Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM
6063.
a) Roof Joint of 200 mm gap

A. MATERIALS:
Roof Joint of 200 mm 1.00 Metre 3750.00 1 Metre 3750.00
Carriage 1.73 L.S 124.90 1 L.S 216.08
B .LABOUR
Beldar 0.15 day 460.00 1 day 69.00
4828.83
4877.12
5541.00
b) Roof Joint of 250 mm gap

A. MATERIALS:
Roof Joint of 200 mm 1.00 Metre 5000.00 1 Metre 5000.00
Carriage 1.73 L.S 124.90 1 L.S 216.08
B .LABOUR
Beldar 0.15 day 460.00 1 day 69.00
6078.83
6139.62
6976.00
C-DATA 100 of 3032
Amount
(Rs.)
86 Providing and fixing in true horizontal level 15 mm - Mineral Fiber Ceiling tile of 595 x 595 (Square edge
Fissura fine model) using hot dipped Galvanized Steel section exposed surface with pre-coated capping, main
Tee of size 24 x 32 mm at every 1200 mm c/c maximum and rotary stitched cross tee of size 24 x 27 mm at
every 600 mm c/c and sub-cross tee of size 24 mm x 25 mm at 1200 mm c/c and wall angle of size 19 x 19 mm
fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0
mm thick pre-straightened GI Wire including cost and conveyance of all materials and labour charges such as
cutting , fixing of standing of frame work exposing roof making, overheads & contractor profit etc., complete for
finished item of work in all floor in all floors.
(BLD-CSTN-10-33 & vide Page No. 391 of SoR 2011-12)

Unit 1 sqm
A) Material requirement
15mm Mineral
Hotdipped Fiber -sheet
GI Angle 600 x -600
Precoated Grid - 1.00 sqm 416.00 1 sqm 416.00
19mmx19mmX0.7mm
Polyster painted GI - T section - 1200mm - 0.40 RM 34.00 1 RM 13.60
24x32mmpainted
Polyster and 24x25mm (sub-cross
GI-T Section - 300mmTee)- 1.60 RM 40.00 1 RM 64.00
24mm
GI Rodx- 27mm
prestraightened - 2.0mm dia 1.60 RM 39.00 1 RM 62.40
-Connecting Rod 1.28 RM 8.00 1 RM 10.24
6mm Nylon Rawl Plug 1.28 Nos. 2.00 1 No. 2.56
B) Labour charges
1st Class Carpenter 0.12 Nos. 615.00 1 No. 73.80
2nd Class
Power SawCarpenter
cutter - Hand Operated - 0.12 Nos. 500.00 1 No. 60.00
Operator 0.012 Nos. 615.00 1 No. 7.38
Power Drill - Hand Operated - Operator 0.012 Nos. 615.00 1 No. 7.38
Unskilled Mazdoor 0.072 Nos. 460.00 1 No. 33.12
Add for MAA @ 20% 0.20 181.68 36.34
C) Machinery
Power Saw cutter - Hand Operated - Hire
Charges 0.32 Hours 102.00 1 No. 32.64
Power Drill - Hand Operated - Hire Charges 0.32 Hours 95.00 1 No. 30.40
849.86
Scaffolding charges 1% 0.01 849.86 8.50
Basic Cost per 1 sqm 858.35
Say 975.00
87 Wall-Absorptive wall panelling

Supply and installation of 17mm thick micro perforated wood having 2mm perforation and 8mm pitch backed
with polyester wool of density 1000GSM x 50mm thick with Laminared finish
Construction of Frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of 0.55mm thick 80mm width,
having two equal flanges of 26mm. A GI wall channel is fixed to the walls in horizontal direction with the help of
suitable fastners at 600mm c/c then an another 25mm thick GI wall channel is fixed vertically over the
horizontally laid wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000 GSM and 50mm thick
Boarding
17mm thick micro perforated wood having 2mm perforation and 8mm pitch is fixed on the frame work.
Finishing
Ensure board is in plumb level and screw heads to be covered with compound and sand the surface. The screws
are painted with manufacturer supplied paint matching the colour of the board/panel. The finishing of board is of
veneer finish.
Note
1. Vendors to submit all test certificates (Acoustics and fire)
2. Refer drawings for over all depth of the system
Approved rate 1 Sqm 5200.00 1 Sqm 5200.00

C-DATA 101 of 3032
Amount
(Rs.)
88 Wall-Reflective wall panelling
Supply and installation of 12 mm thick B.W.P ply finished with 1 mm thick laminate on all visible sides backed
with 50mm thick 1000 GSM polyester wool insulation
Frame work consists of minimum 50mm GI stud with fully knurled surface of 0.55 mm thick, 50mm width and two
equal flanges of 34mm is fixed on to the GI support made of required height, First the wall plate is fixed on to the
wall using suitable fastners at every 1200mm C/C in both the directions and an MS hallow box section of
40mmX40mm with 5mm thick is welded to the wall plate, this is used to give the support to the MS gride of
600mmX600mm which is placed at a distance of 480mm from the wall.
Cavity Filling
The frame work shall be back lined by using polyester fiber having a density of 1000 GSM and 50mm thick held
in position by using GI weld mesh
Boarding
12mm thickLaminared plywood (8mm plywood and 1mm laminate) of approved finish is then fixed to GI frame
work by using suitable fasteners and ensure proper level of the panel surface.
Finishing
Ensure plywood is in plumb level and finish by using laminate of approved shade and colour
89 Absorptive false ceiling

Supply and installation of 12.5mm thick micro perforated gypsum plaster board of 3mm square perforations
(minimum 13% of perforated area) backed with 50mm thick 1000GSM polyester wool
Frame work shall consists of GI perimeter channels of size 0.55mm thick (having one flange of 20mm and
another flange of 30mm) fixed along with perimeter of the beam or walls with the help of nylon sleeves and
screws at 600mm c/c. Then suspend GI main channels of size 45 mm (0.9mm thick with 2 flanges of 15mm
each) from the soffit at 1200mm c/c by using soffit angle of size 25mm x 10mm x 0.55mm thick fixed to true
ceiling by using suitable fasteners. Cross channels of size 0.55mm thickness having knurled web of 51.5mm and
two flanges of 26mm each with lips of 10.5mm are then fixed to the main channel with the help of connecting
clips and in a direction perpendicular to the main channel at 300mm c/c
Cavity Filling
Ceiling frame work shall be back lined by using polyester wool having density of 1000 GSM and 50mm thick
Boarding
A layer of 12.5mm thickness fiber reinforced micro perforated gypsum plaster board of size 1200 x 2400 mm
having perforations of minimum of 13% is fixed on to frame work. Micro perforated gypsum boards used shall
have RH 90% and fire rating A2-s1, d0
Finishing
Ensure that board is fixed in plumb level, screw fix gypsum plaster board to channel, cover screw with compound
and sand the surface. Joints of gypsum plaster board to be finished by using jointing tapes and compound.Final
finishing is done with two coats of acrylic emulsion paint of approved colour as directed by engineer in charge
Note :
1.Vendors to submit all valid test certificates (Acoustics and fire)
2. Refer drawings for suspension heights

C-DATA 102 of 3032
Amount
(Rs.)
90 Reflective false ceiling
Supply and installation of 12.5mm thick plain gypsum plaster board
Frame work shall consists of GI perimeter channels of size 0.55mm thick (having one flange of 20mm and
another flange of 30mm) fixed along with perimeter of the beam or walls with the help of nylon sleeves and
screws at 600mm c/c. Then suspend GI main channels of size 45 mm (0.9mm thick with 2 flanges of 15mm
each) from the soffit at 1200mm c/c by using soffit angle of size 25mm x 10mm x 0.55mm thick fixed to true
ceiling by using suitable fasteners. Cross channels of size 0.55mm thickness having knurled web of 51.5mm and
two flanges of 26mm each with lips of 10.5mm are then fixed to the main channel with the help of connecting
clips and in a direction perpendicular to the main channel at 300mm c/c .
Boarding
A layer of 12.5mm thickness Plain gypsum plaster board of size 1200 x 2400mm having minimum density
550kg/m3 is fixed on to frame work.
Finishing
Ensure board is in plumb level, screw fix gypsum plaster board to channel, cover screw with compound and
sand the surface. Joints of gypsum plaster board to be finished by using jointing tapes and compound. Final
finishing is done with two coats of acrylic emulsion paint of approved colour as directed by engineer in charge.
Note-
1.Vendors to submit all test certificates
2. Refer drawings for suspension heights
3. Vendors to consider the cut outs for services
87 Suplying and fabricating, erecting and fixing in position tabular trusses of approved design with M.S tube
conforming to I.S specifications including roof frame work consisting of rafters,ties struts and purlins including
cost of foundations bolts, cleats, bearings plates,etc.,complete as per the approved drawing including cost and
conveyance of all materials, labour charges for fabrication and fixing, hire charges of all tools and plants, all
incidental charges, overheads and contractor profit etc., complete for finished item of work in all floors as
directed by the Engineer-in-Charge
Cost of MS tube 1.00 Kgs 60.00 1.00 Kgs 60.00

Labour charges for fabrication 1.00 Kgs 27.00 1.00 Kgs 27.00
Labour charges for fixing 1.00 Kgs 5.00 Kgs 5.00
Add for MAA @ 20% 0.20 15.80 3.16
Rate per 1 Kg 95.16
108.12
say 108.00
88 Roofing with UV resistant multi-wall polycarbonate sheets of any colour 10mm thick fixed with Aluminium
Universal glazing set 40mm wide and as per drawing etc., complete including cost and conveyance of all
materials, labour charges, overheads and contractors profit etc., but excluding the cost of
purlins,rafters,trusses,aluminium universal glazing set complete for finished item of work
Unit : 10 sqm
A. MATERIALS:
Cost of multi-wall polycarbonate sheets
10mm thick Rate as per BMT-E.23 10.50 sqm 1300.00 1.00 sqm 13650.00
G.I scam bolts
‘J’ bolts & nuts
8 mm dia 22 xx 527x (laps) x 17x=3
27 sheets
884 = 810 nos. with washers or srews, if
nos 47.91 Nos. 5.00 1 No. 239.55
wooden battens used. 43.90 Nos. 9.00 1 No. 395.10
Limpet washers (for scam & ‘J’ bolts) 91.82 Nos. 2.00 1 No. 183.64
Bitumen washers 91.82 Nos. 2.00 1 No. 183.64
B. LABOUR
For roofing
Carpenter II class 0.84 Nos. 500.00 1.00 No. 420.00
C-DATA 103 of 3032
Amount
(Rs.)
Man mazdoor (beldar) 0.91 Nos. 460.00 1.00 No. 418.60
Add for MAA @ 20% 0.20 838.60 167.72
say 1779.00
89 Supplying and fixing Aluminium Universal glazing set 40mm wide for jointing and fixing Polycarbonate
sheets including cost and conveyance of all materials, labour charges, overheads and contractors profit etc.,
complete for finished item of work
Unit : 10 sqm
A. MATERIALS:
Cost of Aluminium Universal glazing set
40mm wideRate as per BMT-E.22 1.00 RM 109.00 1.00 RM 109.00
Labour charges 5% of material cost 0.05 109.00 5.45
Rate per 1RM 114.45
say 130.00
90 Supply and delivery and fixing of encapsulated plastic steps for man holes manufactured as per
companies standard specification including cost of materials packing as per companiess standards, loading,
transportation, unloading and stacking at site of work including labour charges for fixing, overheads and
contractor profit etc., complete for finished item of work.
Rate as per SoR (Page No.101 PH SOR) 1 No 166.00 1 Each 166.00

Labour charges for fixing @ 10% 16.60
182.60
207.46
Rate per Each Say 207.00
91 Supplying & fixing 602 x 602 mm CI man hole frame and cover (light weight) 30 Kgs including cost and
conveyance and labour charges for fixing, overheads and contractor profit etc., complete for finished item of
work
Rate as per SoR BMW-I.87 & 88 1 No. 2564.00 1 Each 2564.00
Add for MAA @ 20% 0.20 140.00 28.00
2592.00
2944.90
Say 2945.00
92 Providing, laying Reinforced cement concrete Hume pipes of 300mm dia. NP-3 class for cross ducts
including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 300mm dia.
R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per
MoRT&H Specification 2900, 2905 and 2906 (5th revision) and IRC Special Publication No: 13 and as directed
by the Engineer-in-Charge for finished item of work
Unit = metre Page 272,273 of MoRT&H SDB

Taking output = 12.5 metre
300 mm Dia.,
(A) LABOUR :
Mate 0.14 Nos 550.00 1 Each 77.00
Mason 0.50 Nos 550.00 1 Each 275.00
Mazdoor 3.00 Nos 460.00 1 Each 1380.00
Add for MAA @ 20% 0.20 1732.00 346.40
(B) MATERIAL :
C-DATA 104 of 3032
Amount
(Rs.)
Cost of 300mm Dia., pipes MAT-05636 12.50 RM 841.00 1 RM 10512.50
Lead charges 15 KM (Page 37 of PH SoR) 12.50 RM 63.05 1 RM 788.13
Rate for 12.50 RM 13379.03
Rate for 1 RM 1070.32
Rate for 1 RM 1216.05
1216.00
93 Construction of Granular sub-base by providing HBG material confirming to Grading - III of MORT & H Table
400-2 including cost and conveyance of all material to work site and spreading in uniform layers with motor
grader or by approved means, on prepared surface mixing by mix place method with Rotavator/ approved
means, at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished
item of work as per MoRT& H specification 401 (4th revision) and as directed by the Engineer- in - charge
(Payment will be made based on levels for finished item of work)
RBR-SBBS-2/2(A)
Unit : 1 cum
Taking output : 300 cum
a) Labour
Mate day 1 day 0.00
Mazdoor skilled 2.40 day 460.00 1.00 day 1104.00
Mazdoor unskilled 8.00 day 460.00 1.00 day 3680.00
Add for MAA @ 20% 0.20 4784.00 956.80
b) Machinery
Mortar Grader 110 HP @ 50 cum per hour 6.00 hr 3192.00 1 hr 19152.00
Vibratory roller 8T 6.00 hr 2924.90 1 hr 17549.40
Water tanker 6 KL 3.00 hr 691.00 1 hr 2073.00
c) Material
Coarse Grading
graded III sub-base Material
Granular
9.5 mm
2.36 mmto&4.75
belowmm @@
34%66% 255.00 cum 657.30 1 cum 167611.50
129.00 cum 582.30 1 cum 75116.70
Water 18.00 Kl 110.00 1 Kl 1980.00
289223.40
Basic rate per 1 cum GSB 964.08
Say 1095.00
Cement Concrete Pavement

94 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement
concrete pavement, thickness as per design, over a prepared sub base, with cement content of 400
kgs/cum for M 30 (Grade), coarse and fine aggregates conforming to IS : 383, using batching and mixing
plant of 15 cum per hour capacity using approved mix design, laid in approved fixed side formwork (steel
channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the
formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and
plate vibrators and finished in continuous operation including provision of contraction and expansion,
construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert
and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where
specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
MORD including cost and conveyance of all materials , labour charges , overheads and contractors profit etc.,
RBR-CCPV-5
Unit = cum
Taking output = 75 cum (172.50 t)
(100 x 3.75 x 0.200)
a) Labour
Mate day -
Mason 1st Class 2.00 day 550.00 1 day 1100.00
C-DATA 105 of 3032
Amount
(Rs.)
Mason (2nd class) 2.00 day 500.00 1 day 1000.00
Mazdoor (Unskilled) 50.00 day 460.00 1 day 23000.00
Mazdoor (Skilled) 2.00 day 460.00 1 day 920.00
Mazdoor ( semi skilled) 2.00 day 460.00 1 day 920.00
Blacksmith for cutting of dowel bars
including removal of burrs, fabrications &
fixing of dowel bars. 0.40 day 525.00 1 day 210.00
Add for MAA @ 20% 0.20 27150.00 5430.00
b) Machinery
Add for MAA @ 20% 0.20 2077.50 415.50
Needle vibrator hire charges 1.25 hour 28.40 1 hour 35.50
crew charges 1.25 hour 194.60 1 hour 243.25
Add for MAA @ 20% 0.20 243.25 48.65
Screed vibrator 1.25 hour 50.00 1 hour 62.50
Plate vibrator 1.25 hour 48.00 1 hour 60.00
Concrete joint cutting machine for initial &
final cuts 0.60 hour 100.00 1 hour 60.00
Water tanker 6 kl capacity) 0.70 hour 691.00 1 hour 483.70
Air Compressor 0.30 hour 1181.90 1 hour 354.57
Add for MAA @ 20% 0.20 77.88 15.58
c) Material
Crushed stone coarse aggregates, grading
will be as per Clause 1501.2.4.1 (Table
1500.1) of specifications @ 0.90 cum/cum
of concrete (20 mm & 12.5 mm blending)
60.00 cum 1201.93 1 cum 72115.80
Sand as per IS:383 and conforming to
Clause 1500.2.4.2 @ 0.45 cum/cum of
concrete 30.00 cum 682.70 1 cum 20481.00
Cement 30.00 MT 3680.00 1 MT 110400.00
Polythene sheet 125 micron 412.50 sqm 18.00 1 sqm 7425.00
Mild steel dowel bar 25 mm dia of grade S
240. 500 mm long 20 Nos. at culvert/bridge
slab and at construction joint including 5 per
cent wastage.
(4 x 20 x 0.500) + 5 per cent wastage = 42
m @ 2.80 kg per m = 117.6 kg. 0.12 MT 38000.00 1 MT 4468.80
Bituminous sealant 800 ml per joint for 23
joints ( BMT-H.93)(SoR 2014-15) 19.00 litre 96.00 1 litre 1824.00
Jute rope 12 mm dia including 5 per cent
wastage MAT-00536 90.00 RM 8.35 1 RM 751.50
Polythene sheathing, covering 2/3rd dowel
bars (20x23) and tight fit including 5 per
cent wastage 483.00 Nos. 0.60 1 No. 289.80
Plasticizer 200ml to 300ml per 50 kgs of
cement BMT-H.88 122.00 litre 70.00 1 litre 8540.00
Water for curing 18.00 kl 110.00 1 kl 1980.00
Joint filler board 20 mm thick as per IS:1838
BMT-U.02 3.00 sqm 735.00 1 sqm 2205.00
Total 270561.03
d) Formwork @ 3% of (a+b+c) 0.03 270561.03 8116.83
278677.86
e&f) Overheads & Contractors Profit 0.13615 278677.86 37941.99
Cost for 75 cum = a+b+c+d+e+f 316619.85
Rate per 1 cum = (a+b+c+d+e+f)/75 4221.60
C-DATA 106 of 3032
Amount
(Rs.)
Say 4222.00
JOINERY DATA 107 OF 3032
JOINERY DATA
COMMON SoR 2020-21
a) Labour charges for wrought and put up (BLD-CSTN-13-1)

1st class carpenter 5.31 Nos. 615.00 1 Each 3265.65
2nd class carpenter 12.39 Nos. 500.00 1 Each 6195.00
Man Mazdoor 8.80 Nos. 460.00 1 Each 4048.00
Labour charges per 1 cum 13508.65
b) Labour charges for aluminium doors ( S.No.11 of Page No. 396 of SoR 2011-12 )
1st class carpenter 0.099 Nos. 615.00 Each 60.89
2nd class carpenter 0.198 Nos. 500.00 Each 99.00
Power Saw Cutter -Hand Operated -Operator 0.099 Nos. 615.00 Each 60.89
Power Drill -Hand Operated -Operator 0.099 Nos. 615.00 Each 60.89
Mazdoor(Unskilled) 0.297 Nos. 460.00 Each 136.62
Non-technical work inspector 0.099 Nos. 600.00 Each 59.40
Add for MAA @ 20% 0.20 477.68 95.54
Machinery
Power Saw Cutter -Hand Operated -Hire
charges 0.793 Hrs 102.00 1 Hour 80.89
Power Drill -Hand Operated -Hire charges 0.793 Hrs 95.00 1 Hour 75.34
729.43
Power charges for Motors 1% 0.01 729.43 7.29
Labour charges per 1 sqm 736.73
Supplying of 12mm x 12mm size best teak wood beading

Cost of teak wood (0.012 x 0.012 x 1.00) 0.000144 Cum 122614.00 1 Cum 17.66
Rate per 1 RM 19.60
Supplying of 18mm x 12mm size best teak wood beading

Cost of teak wood (0.018 x 0.012 x 1.00) 0.000216 Cum 122614.00 1 Cum 26.48
Rate per 1 RM 28.43
1 Supply and fixing of two shutter main door cum fixed window as per approved drawing with best teak
wood frame of section 150mm x 100 mm with fixed fan light of 500mm at top and fixed panels of 600mm width
at sides fixed with 12mm thick Tinted - Bronze/Green glass using 12mm x 12mm teak wood beading and fixing
ornamental grill made of 25mm x 5mm MS flats as per the approved drawing in fan light portion and fixed
panels and 1st class teak wood top and middle rails & styles of section 120mm x 35mm, bottom rail of size
150mm x 35mm and 12mm thick plain float glass for shutter with ornamental etching including cost and
conveyance to site of teak wood frame, shutters, glass including supply and fixing 6 Nos MS Zhold fasts of
size 300 mm x 40 mm x 5mm including cost of ISI marked brass fixtures of 6 Nos butt hinges(IS:205) 150mm
long , 1 No. aldrop (IS:2681) 450mm long, 3 Nos tower bolts- 10mm (IS:204) of 200 mm long , 2 Nos 450 mm
long fancy handles, 2 Nos door stoppers, 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures
to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position,
fixing the shutters to the frame, fixing glass in fan light portion etc., including overheads & contractors profit
complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in
flooring for a depth of not less than 40 mm) (3000mm x 2600mm)
Quantity analysis Size : 3.00m x 2.60m 7.80 sqm

Best teak wood frame 2 to 3m long for outer
frame 2x3.00 + 2x2.60
= 11.20 RM x 0.15 x 0.10 0.168 Cum
Best teak wood frame up to 2m long for outer
frame 3x0.50+4x0.60++2x1.80
= 7.50 RM x 0.15 x 0.10 0.1125 Cum
Shutter styles 2 x 2 x 2.10
= 8.40 RM x 0.12 x 0.035 0.0353 Cum
Top and middle rail 2 x 2 x 0.90
= 3.60 RM x 0.12 x 0.035 0.0151 Cum
Bottom rail 2 x 0.90
= 1.80 RM x 0.15 x 0.035 0.0095 Cum
0.1724 Cum
12 mm thick tinted glass 2x2x0.60x0.50+2x2x0.90x0.50+2x 6.12 Sqm

12 mm thick plain float glass 2x0.90x2.10 3.78 Sqm
Teak wood beading
Fan light portion 2x2(0.60+0.50)+2x2(0.90+0.50) 10.00 RM
Side fixed panels 2x6(0.60+1.30) 22.80 RM
Shutter portion 2x2(0.90+2.10) 12.00 RM
44.80 RM
Cost analysis
Cost of best TW frame 2 m to 3m length 0.1680 Cum 130525.0 1 Cum 21928.20
Cost of best TW frame up to 2 m length 0.1724 Cum 122614.0 1 Cum 21138.65
Cost of 12mm thick tinted glass 6.12 Sqm 1375.00 1 Sqm 8415.00
Cost of 12mm thick plain float glass 3.78 Sqm 996.00 1 Sqm 3764.88
Cost of teak wood beading 44.80 RM 19.60 1 RM 878.08
Cost of 150mm long brass butt hinges 6 Nos 324.00 Each 1944.00
Cost of 450mm long brass fancy handles 2 Nos 1454.00 Each 2908.00
Cost of 450mm long brass heavy duty aldrop 1 No 2982.00 Each 2982.00
Cost of 200mm long brass tower bolts 3 Nos 317.00 Each 951.00
Cost of brass door stoppers 2 Nos 168.00 Each 336.00
Cost of Z hold fasts 6 Nos 32.00 Each 192.00
Cost of Rubber / Nylon door stop bushes 2 Nos 9.00 Each 18.00
Cost of MS Ornamental Grill 6.12 Sqm 1746.57 1 Sqm 10689.01
Add for MAA @ 20% 0.20 4598.34 919.67
Labour charges for fixing glass 9.90 Sqm 286.00 1 Sqm 2831.40
Add for MAA @ 20% 0.20 2831.40 566.28
Labour charges for glass designing
work( Etching work) 3.78 Sqm 955.00 1 Sqm 3609.90
Add for screws and nails 4.58
Rate for 7.80 sqm 88675.00
Say 12916
2 Supply and fixing of ornamental grill made of 25mm x 5mm MS flats for fixing in fan light portion and side
fixed panels for door cum window as per the approved drawing including cutting the flat to required length,
welding, painting with red oxide single coat including cost and conveyance of all materials, labour charges etc.,
complete for finished otem of work.
for grill of size 535mm x 435mm 0.2327 Sqm

MS flats: 4(0.535+0.435)+4x0.1+2x0.38 5.04 RM 1 Kg/RM 5.04 Kgs
Cost of MS flats 5.04 Kgs 43000.00 1000 Kgs 216.72
labour charges for fixing in position 5.04 Kgs 5.00 1 Kg 25.20
Add for MAA @ 20% 0.20 79.63 15.93
Painting with red oxide 0.2327 Sqm 539.02 10 Sqm 12.54
Rate per 0.2327 Sqm 406.47
Painting with Red oxide

Cost of red oxide 0.70 Ltr 121.00 1 Ltr 84.70
Add for MAA @ 20% 0.20 374.15 74.83
Sundries including brushes , ladders etc., @ 1% 0.01 533.68 5.34
539.02
3 Supply and fixing of two shutter main door as per approved drawing with best teak wood frame of section
150mm x 100 mm and 1st class teak wood top and middle rails & styles of section 120mm x 35mm, bottom
rail of size 150mm x 35mm and 12mm thick plain float glass for shutter including cost and conveyance to site
of teak wood frame, shutters, glass including supply and fixing 6 Nos MS Z hold fasts of size 300 mm x 40
mm x 5mm including cost of ISI marked brass fixtures of 8 Nos butt hinges(IS:205) 250mm long , 1 No. aldrop
(IS:2681) 450mm long, 3 Nos tower bolts- 10mm (IS:204) of 200 mm long , 2 Nos 450 mm long fancy handles,
2 Nos door stoppers, 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with
required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the
shutters to the frame etc., including overheads & contractors profit complete for finished item of work as per
APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 40
mm) (1800mm x 2100mm)

Best teak wood frame above 2m long for outer
frame 2x2.10
= 4.20 RM x 0.15 x 0.10 0.0630 Cum
Best teak wood frame up to 2m long for outer

frame 1x1.80
= 1.80 RM x 0.15 x 0.10 0.0270 Cum
Shutter styles 2 x 2 x 2.10

= 8.40 RM x 0.12 x 0.035 0.0353 Cum
Top and middle rail 2 x 2 x 0.90

= 3.60 RM x 0.12 x 0.035 0.0151 Cum
Bottom rail 2 x 0.90
= 1.80 RM x 0.15 x 0.035 0.0095 Cum
0.0869 Cum
12 mm thick plain float glass 2x0.85x2.05 3.485 Sqm

Teak wood beading
Shutter portion 2x2(0.90+2.10) 12.00 RM
Cost analysis
Cost of best TW frame 2 m to 3m length 0.0630 Cum 130525.0 1 Cum 8223.08
Cost of best TW frame up to 2 m length 0.0869 Cum 122614.0 1 Cum 10655.16
Cost of 12mm thick plain float glass 3.485 Sqm 996.00 1 Sqm 3471.06
Cost of teak wood beading 12.00 RM 19.60 1 RM 235.20
Cost of 150mm long brass butt hinges 8 Nos 324.00 Each 2592.00
Cost of 450mm long brass fancy handles 2 Nos 1454.00 Each 2908.00
Cost of 450mm long brass heavy duty aldrop 1 No 2982.00 Each 2982.00
Cost of 200mm long brass tower bolts 3 Nos 317.00 Each 951.00
Cost of brass door stoppers 2 Nos 168.00 Each 336.00
Cost of Z hold fasts 6 Nos 32.00 Each 192.00
Cost of Rubber / Nylon door stop bushes 2 Nos 9.00 Each 18.00
Add for MAA @ 20% 0.20 2024.95 404.99
Labour charges for fixing glass 3.49 Sqm 286.00 1 Sqm 996.71
Add for MAA @ 20% 0.20 996.71 199.34
Add for screws and nails 0.52
Rate for 3.78 sqm 36190.00
Say 10878
4 Supply and fixing of doors as per approved drawings with best teak wood frame of section 100mm x 65 mm
with fixed fan light of 500mm at the top fixed with 4mm thick pin headed glass using 12mm x 12mm Teak Wood
beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick double
shutters with bond wood solid block board type core having cross bands and face veneers, hot pressed
bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-I)
both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to
full width and height of the flush shutter both sides
including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including supply and
fixing 6 nos MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked brass fixtures of 6
Nos butt hinges (IS:205) 150mm long , 1 No. aldrop (IS:2681) 300mm long, 2 Nos tower bolts- 10mm (IS:204)
of 200 mm long at top, 1 No. tower bolt- 10mm bolt (IS:204) 150mm long at bottom, 2 Nos. 150mm long fancy
handles (IS:208) , 2 Nos door stopper and 2 Nos Rubber / Nylon door stop bushes including fixing the fixtures
to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position,
fixing the shutter to the frame, fixing glass in fan light portion etc., including overheads & contractors profit
complete for finished item of work as per APSS 1001 & 1002 The vertical frame of door shall be embedded in
(BLD-CSTN-13-16)
Size : 2.00m x 2.60 m 5.20 sqm
Quantity analysis
Outer frame - Vertical 2 x 2.61
= 5.22 x 0.10 x 0.065 0.03393 cum
Outer frame - Horizontal 2 x 2.00 + 0.50
= 4.50 x 0.10 x 0.065 0.02925 cum
0.06318 cum
4 mm thick pin headed glass 2 x 1.00 x 0.50 1.00 sqm

Teak wood beading 2 x 2 (1.00+0.50) 6.00 RM
30 mm thick flush shutter 2 x 0.95 x 2.05 3.895 sqm
10 mm MS square bars 2 x 2.00 x 0.785 3.140 Kgs
Cost analysis
Cost of best TW frame 2 m to 3m length 0.03393 cum 130525.00 1 cum 4428.71
Cost of best TW frame up to 2 m length 0.02925 cum 122614.00 1 cum 3586.46
Cost of 4 mm thick pin headed glass 1.00 sqm 280.00 1 sqm 280.00
Cost of TW beading 6.00 RM 19.60 1 RM 117.60
Cost of 30 mm thick flush shutter 3.895 sqm 1232.00 1 sqm 4798.64
Cost of 1mm thick mat finish laminated sheet 7.79 sqm 370.00 1 sqm 2882.30
Labour charges for fixing laminated sheet 100.00
Cost of MS Z hold fasts 6 Nos. 32.00 Each 192.00
Cost of brass tower bolt 200mm long 2 Nos. 317.00 Each 634.00
Cost of brass tower bolt 150mm long 1 No. 231.00 Each 231.00
Cost of brass Butt hinges 150mm long 6 Nos. 324.00 Each 1944.00
Cost of brass aldrop 300mm long 1 No. 1087.00 Each 1087.00
Cost of brass fancy handle 150mm long 2 Nos. 299.00 Each 598.00
Cost of brass door stopper 2 Nos. 168.00 Each 336.00
Cost of Rubber / Nylon door stop bushes 2 Nos. 9.00 Each 18.00
Cost of 10mm MS square bars 3.14 Kgs 41000.00 1000 Kgs 128.74
Labour charges for frame work 0.06318 cum 13508.65 1 cum 853.48
Add for MAA @ 20% 0.20 853.48 170.70
Labour charges for fixing flush door shutter to
the frame , fixing the fixtures to the shutter 3.895 sqm 383.00 1 sqm 1491.79
Add for MAA @ 20% 0.20 1491.79 298.36
Labour charges for fixing glass 1.00 sqm 286.00 1 sqm 286.00
Add for MAA @ 20% 0.20 286.00 57.20
Add for nails & screws etc. 5.03
Rate for 5.20 sqm 24525.00
27864.07
Say 5358
5 Supply and fixing of doors as per approved drawings with medium teak wood frame of section 100mm x 65
mm with fixed fan light of 500mm at the top fixed with 4mm thick pin headed glass using 12mm x 12mm Teak
Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick double
shutters with bond wood solid block board type core having cross bands and face veneers, hot pressed
full width and height of the flush shutter both sides
fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures
of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts - 10mm
(IS:204) of 200 mm long at top, 2 Nos. 150mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos. Rubber
/ Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts
including labour charges for fixing the frame in position, fixing the shutter to the frame, fixing glass in fan light
portion etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 &
1002 The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1800mm x
2600mm)
(BLD-CSTN-13-16)
Size : 1.80m x 2.60m 4.68 sqm
Quantity analysis
= 5.22 x 0.10 x 0.065 0.03393 cum
= 4.10 x 0.10 x 0.065 0.02665 cum
0.06058 cum
4 mm thick pin headed glass 1.80 x 0.50 0.90 sqm

Teak wood beading 2 x 2 (0.90+0.50) 5.60 RM
Cost analysis
Cost of medium TW frame 2 m to 3m length 0.03393 cum 79106.00 1 cum 2684.07
Cost of medium TW frame up to 2 m length 0.02665 cum 71195.00 1 cum 1897.35
Cost of Aluminium tower bolt 200mm long 2 Nos. 103.00 Each 206.00
Cost of Aluminium butt hinges 150mm long 6 Nos. 120.00 Each 720.00
Cost of Aluminium aldrop 300mm long 1 No. 308.00 Each 308.00
Cost of Aluminium handle 150mm long 2 Nos. 103.00 Each 206.00
Cost of Aluminium door stopper 2 Nos. 53.00 Each 106.00
Add for MAA @ 20% 0.20 818.35 163.67
Labour charges for fixing flush door shutter to the f 3.485 sqm 383.00 1 sqm 1334.76
Add for MAA @ 20% 0.20 1334.76 266.95
Add for MAA @ 20% 0.20 257.40 51.48
Rate for 4.68 sqm 16685.00
18956.66
Say 4051
mm with split type fan light of 500mm at the top fixed with 4mm thick pin headed glass using 12mm x 12mm
Teak Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick
double shutters with bond wood solid block board type core having cross bands and face veneers, hot
pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-
1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish
laminated sheet to full width and height of the flush shutter both sides
fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Alumimium fixtures
of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts (IS:204) of
200 mm x 10 mm dia at top, 2 Nos. 150mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos. Rubber /
Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts
portion etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 &
1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1500mm x
2600mm)
(BLD-CSTN-13-16)
Size : 1.50m x 2.60m 3.90 sqm
Quantity analysis
= 5.22 x 0.10 x 0.065 0.03393 cum
= 3.50 x 0.10 x 0.065 0.02275 cum
0.05668 cum

Teak wood beading 2 x 2 (1.50+2 x 0.30) 8.40 RM
Cost analysis
Add for MAA @ 20% 0.20 765.67 153.13
Add for MAA @ 20% 0.20 1099.21 219.84
Add for MAA @ 20% 0.20 257.40 51.48
Rate for 3.90 sqm 14880.00
16905.92
Say 4335
double shutters with bond wood solid block board type core having cross bands and face veneers, hot
pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-
1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish
laminated sheet to full width and height of the flush shutter both sides
fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of
6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts (IS:204) of
200 mm x 10 mm dia at top, 2 Nos. 150mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos. Rubber /
Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts
portion etc, including overheads & contractors profit complete for finished item of work as per APSS 1001 &
1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1200mm x
2600mm)
(BLD-CSTN-13-16)
Size : 1.20m x 2.60m 3.12 sqm
Quantity analysis
= 5.22 x 0.10 x 0.065 0.03393 cum
= 2.90 x 0.10 x 0.065 0.01885 cum
0.05278 cum

Teak wood beading 2 x 2 (1.20+2 x 0.30) 7.20 RM
Cost analysis
Add for MAA @ 20% 0.20 712.99 142.60
Add for MAA @ 20% 0.20 863.67 172.73
Add for MAA @ 20% 0.20 205.92 41.18
Rate for 3.12 sqm 12890.00
14644.98
Say 4694
single shutter with bond wood solid block board type core having cross bands and face veneers, hot pressed
both sides commercial ply with internal lipping on all sides fixing 1mm thick mat finish laminated sheet to
full width and height of the flush shutter both sides including cost and conveyance to site of teak wood
frame, flush shutter, laminate sheet including supply and fixing
6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 3
Nos. butt hinges (IS:205) 150mm long , 1 No. aldrop (IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200
mm x 10 mm dia at top, 2 Nos. 150mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon
door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts including
labour charges for fixing the frame in position, fixing the shutter to the frame, fixing glass in fan light portion
etc, including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The
vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1000mm x 2600mm)
(BLD-CSTN-13-16)
Size : 1.00m x 2.60m 2.60 sqm
Quantity analysis
= 5.22 x 0.10 x 0.065 0.03393 cum
Outer frame - Horizontal 2 x 1.00
= 2.00 x 0.10 x 0.065 0.01300 cum
0.04693 cum

Teak wood beading 2 x (1.00+2 x 0.30) 3.20 RM
Cost analysis
Cost of Aluminium tower bolt 200mm long 1 No. 103.00 Each 103.00
Cost of Aluminium door stopper 1 No. 53.00 Each 53.00
Cost of Rubber / Nylon door stop bushes 1 No. 9.00 Each 9.00
Add for MAA @ 20% 0.20 633.96 126.79
Add for MAA @ 20% 0.20 706.64 141.33
Add for MAA @ 20% 0.20 171.60 34.32
Rate for 2.60 sqm 10690.00
12145.44
Say 4671
single shutter with bond wood solid block board type core having cross bands and face veneers, hot pressed
full width and height of the flush shutter both sides including cost and conveyance to site of teak wood
frame, flush shutter, laminate sheet including supply and fixing
6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 3
Nos. butt hinges (IS:205) 150mm long , 1 No. aldrop (IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200
mm x 10 mm dia at top, 2 Nos. 150mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon
labour charges for fixing the frame in position, fixing the shutter to the frame, fixing glass in fan light portion etc,
including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The
(BLD-CSTN-13-16)
Size : 0.90m x 2.60m 2.34 sqm
Quantity analysis
= 5.22 x 0.10 x 0.065 0.03393 cum
= 1.80 x 0.10 x 0.065 0.01170 cum
0.04563 cum

Teak wood beading 2 x (0.90+2 x 0.30) 3.00 RM
Cost analysis
Add for MAA @ 20% 0.20 616.40 123.28
Add for MAA @ 20% 0.20 628.12 125.62
Add for MAA @ 20% 0.20 154.44 30.89
Rate for 2.34 sqm 10030.00
11395.59
Say 4870
10 Supply & Fixing of Lead Lined Stainless steel Clean room door frames and shutters made of Stainless
steel grade of 304 hairline finish, frame with 1.60mm (16SWG) thick hairline finish Stainless steel grade of 304
formed to Single/double rebate profile of size 100 mm x 58mm/ 143 x 58 mm, door frames with a single / multi
Layer of Lead sheet varying thickness from 3mm /1mm to 2mm depends on radiation level, the shutter with 1.2
mm thick hairline finish Stainless steel grade of 304 formed to provide a 46mm thick fully flush, double skin
door shell with Lock Seam joints at stile edges with a single / multi Layer of Lead sheet varying thickness from
3mm /1mm to 2mm depends on radiation level. The lead sheets extend the full width and height of the door.
Lead thickness is to be equal to the shielding in the adjacent wall. Hardware can be provided with Stainless
Steel Ball Bearing Butt Hinges 3 mm thick fixed flush to the frame and shutter etc., including overheads and
contractor profit etc., complete for finished item of work in all floors
Rate as per SoR BMT-N.62 1 sqm 21041 1 sqm 21041

Overheads&Contractors Profit @13.615% 0.13615 21041 2864.73
Say 23906
11 Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI
marked flush door shutters of 30 mm thick double shutters with bond wood solid block board type Core
having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic
resin factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all
sides, fixing 1mm thick mat finish laminated sheet to full width and height of the flush shutter both
sides including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including
supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked
Aluminium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos.
tower bolts (IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150 mm long handles (IS:208), 2 Nos. door stoppers
and 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with required number of
screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc,
including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The
(BLD-CSTN-13-16)
Size : 2.00m x 2.10m 4.20 Sqm
Quantity analysis
= 4.22 x 0.10 x 0.065 0.02743 cum
= 2.00 x 0.10 x 0.065 0.01300 cum
0.04043 cum

Add for MAA @ 20% 0.20 546.15 109.23
Add for MAA @ 20% 0.20 1491.79 298.36
Rate for 4.20 sqm 15080.00
Say 4079
supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked
Aluminium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos.
tower bolts (IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150 mm long handles (IS:208), 2 Nos. door stoppers
and 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with required number of
screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame
etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The
(BLD-CSTN-13-16)
Size : 1.50m x 2.10m 3.15 sqm
Quantity analysis
= 4.22 x 0.10 x 0.065 0.02743 cum
= 1.50 x 0.10 x 0.065 0.00975 cum
0.03718 cum

Add for MAA @ 20% 0.20 502.25 100.45
Add for MAA @ 20% 0.20 1099.21 219.84
Rate for 3.15 sqm 12305.00
Say 4438
supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Alumium
fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts
(IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150 mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos.
Rubber / Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and
nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc., including
overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame
of door shall be embedded in flooring for a depth of not less than 10 mm) (1200mm x 2100mm)
(BLD-CSTN-13-16)
Size : 1.20m x 2.10m 2.52 sqm
Quantity analysis
= 4.22 x 0.10 x 0.065 0.02743 cum
= 1.20 x 0.10 x 0.065 0.00780 cum
0.03523 cum

Cost of medium TW frame below 2 m length 0.0078 cum 71195.00 1 cum 555.32
Add for MAA @ 20% 0.20 475.91 95.18
Add for MAA @ 20% 0.20 863.67 172.73
Rate for 2.52 sqm 10640.00
Say 4797
marked flush door shutters of 30 mm thick single shutter with bond wood solid block board type Core having
cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin
factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides,
fixing 1mm thick mat finish laminated sheet to full width and height of the flush shutter both sides
including cost and conveyance to site of teak wood frame, flush shutter, laminated sheet including supply and
3 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200
mm x 10 mm dia at top , 2 Nos. 150 mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon
labour charges for fixing the frame in position, fixing the shutter to the frame etc., including overheads &
contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall
be embedded in flooring for a depth of not less than 10 mm) (1000mm x 2100mm)
(BLD-CSTN-13-16)
Size : 1.00m x 2.10m 2.10 sqm
Quantity analysis
= 4.22 x 0.10 x 0.065 0.02743 cum
= 1.00 x 0.10 x 0.065 0.00650 cum
0.03393 cum
30 mm thick flush shutter 0.90 x 2.05 1.845 sqm
Cost analysis
Add for MAA @ 20% 0.20 458.35 91.67
Add for MAA @ 20% 0.20 706.64 141.33
Rate for 2.10 sqm 9001.76
10227.34
Say 4870
including cost and conveyance to site of teak wood frame, flush shutter, laminated sheet including supply and
mm x 10 mm dia at top , 2 Nos. 150 mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon
labour charges for fixing the frame in position, fixing the shutter to the frame etc., including overheads &
(BLD-CSTN-13-16)
Size : 1.05m x 2.10m 2.21 sqm
Quantity analysis
= 4.22 x 0.10 x 0.065 0.02743 cum
= 1.05 x 0.10 x 0.065 0.00683 cum
0.03426 cum
Cost analysis
Add for MAA @ 20% 0.20 462.81 92.56
Add for MAA @ 20% 0.20 746.08 149.22
10543.48
Say 4782
mm x 10 mm dia at top, 2 Nos. 150 mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon
labour charges for fixing the frame in position, fixing the shutter to the frame etc, including overheads &
(BLD-CSTN-13-16)
Size : 0.90m x 2.10m 1.89 sqm
Quantity analysis
= 4.22 x 0.10 x 0.065 0.02743 cum
= 0.90 x 0.10 x 0.065 0.00585 cum
0.03328 cum
Cost analysis
Add for MAA @ 20% 0.20 449.57 89.91
Add for MAA @ 20% 0.20 628.12 125.62
9594.79
Say 5077
17 Supplying and fixing single side prelam solid panel PVC door frame (Choukhat): Providing and fixing
factory made Pac single side Prelam door frame of the size 50x7 mm with a wall thickness of 5mm, made out
of extruded 5mm rigid Pac single side prelam sheet, meter cut at two corners and joined with 2 Nos. of 150mm
long brackets of 15 x 15mm MS Square tube. The two vertical door profiles are to be reinforced with 19 x
19mm MS. square tube of 19 guage. The door frame shall be fixed to the wall using 65/100mm long MS.
Screws through the frame by using Pac fasteners. a minimum of 4 Nos. of screws to be provided for each
vertical member and minimum 2nos. for horizontal member etc. complete as per manufacture specification and
direction of Engineer-incharge including conveyance of all materials, labour charges for fixing, overheads &
contractors profit complete for finished item of work in all floors for door of size 800mm x 2100mm.
Rate as per SoR BMT-N.05 (Page 57) 1.00 RM 330.00 1 RM 330.00

Say 375
18 Providing and fixing 30mm thick factory made moulded door shutter- wood free consisting of frame made
out of MS. tubes 19gauge thickness and size of 25mmX25mm for styles, top and bottom rails. MS. Frame shall
have a coat of steel primers. The inner panel shall consist of 25mm thick high density EPS conforming to IS
4671-1984 bounded with 2mm thick termite proof, water proof and fire resistant moulded Pac sheet with 2,4,6
raised panel design in different plain and / or pre-lam colours after routing to the moulded design on one side
and 2mm plain and / or pre-lam Pac sheet on other side of the EPS. The edge of panel to be sealed with
lipping of 10mm wide PVC sheet bottom (made by sticking 2 rigid foam sheet of 5mm thickness using Pac
solvent cement) and stiles sides 25mm(5mmX5) thick and 30mm width Pac sheet fitted along MS tube for lock
provision for lock height 5mm thick Pac sheet of size 150mmX100mm fixed with upper and lower face of inner
side of EPS panel etc., complete as per direction of Engineer – in-Charge, manufacture specification and
drawing including ISI marked Aluminium fixtures 3 Nos. butt hinges (IS:205) of 150mm long, 1 No. aldrop
(IS:2681) 250 mm long, 1 No. tower bolt (IS:204) of 150 mm x 10mm dia, 2 Nos. 125mm long handles
(IS:208),1 No. Rubber / Nylon door stop bushes including labour charges for fixing the shutter to frame etc.,
including overheads & contractors profit complete for finished item of work in all floors for door of size 800mm
x 2100mm
Quantity analysis for door of size : 0.80m x 2.10m

Rate as per SoR BMT-N.07 (Page 64) 1.435 Sqm 2265.00 1 Sqm 3250.28
Cost of Aluminium handle 125mm long 1 No. 92.00 Each 92.00
Add for MAA @ 20% 0.20 549.61 109.92
Rate for 1.575 sqm 4740.00
5385.35
Say 3753
19 Supply and fixing powder coated aluminium fully glazed swing door as per the approved drawing with
fixed fan light of 500mm height at top door using aluminium sections of 101.60 mmm x 44.45mm , 3.18 mm
thick for frame and door shutter made of styles , top and middle rail of 47.62mm x 44.45mm , 3.18 mm thick
and bottom rail of 114.30mm x 44.45 mm , 3.18mm thick,powder coating of alluminium sections 25mm microns
thick, 5 mm thick plain float glass fitted with suitable aluminium glazing clips and rubber beading in fan light
portion, double shutters fitted with 5mm thick frosted / ground glass in the top half and MDF Board:
interior-Both Side Laminated -12 mm thick in the bottom half fitted with suitable aluminium glazing clips
and rubber beading,shutters mounted on double action hydraulic floor spring of approved brand manufacture
IS : 6315 marked , Hardwyn make M-3000 for doors including cost of cutting floors as required , embedding in
floors
and SS cover plates with brass pivot and sigle piece MS Sheet outer box with slide plate etc.complete( Weight
Capacity up to 130 Kgs ) as approved by Engineer-in-Charge including supply and fixing ISI marked powder
coated aluminium fixtures of 3 Nos. of butt hinges (IS:205) of 150mm long(for each shutter), 4 Nos.tower bolts
10mm bolt (IS:204) 300mm long , 4 Nos.alluminium handles (IS:208) 150mm dia and 2 Nos. aldrops (IS:2681)
300mm long including labour charges for manufacturing door , fixing the door with required No. of screws etc.,
including overheads & contractors profit complete for finished item of work. (The Aluminium section used shall
be standard make confirming to IS 1948 – 1961) and as approved by the Engineer) (1800mm x 2600mm)
(BLD-CSTN-13-31)
Outer frame (101.60 x 44.45, 3.18mm thick) 2 x 1.80 + 2 x 2.60 8.80 RM
Mullions (101.60 x 44.45, 3.18mm thick) 1 x 0.50 0.50 RM
9.30 RM
= 9.30 RM @ 2.404 Kgs / RM 22.357 Kgs.
Shutters, styles and rails(47.62mm x 44.45mm ,
3.18 mm thick) 4 x 2.10 + 2 x 2 x 0 12.00 RM
= 12.00 RM @1.501 Kgs/ RM 18.012 Kgs.
Bottom rails (114.30 x 44.45. 3.18mm thick) 2 x 0.90 1.80 RM
= 1.80 RM @ 2.646 Kgs / RM 4.763 Kgs.
Glazing clips 2 x 2 x 2(0.90+0.50) 42.40 RM
= 42.40 RM @ 0.101 Kgs /RM 4.282 Kgs.
49.414 Kgs.
5mm thick plain glass 2 x 0.90 x 0.50 0.90 sqm.
5mm thick ground glass 2 x 0.90 x 1.20 2.16 sqm.
MDF Board: interior-Both Side Laminated -
12 mm thick 2 x 0.90 x 0.90 1.62 sqm.
Rubber beading 2 x 2(0.90+0.50)+2 x 2(0.90+1.20) 14.00 RM
Cost analysis
A.Material :
Cost of powder coated Al. sections 49.414 Kgs. 306.00 1 Kgs. 15120.68
Cost of 5mm thick plain glass 0.90 sqm 474.00 1 sqm 426.60
5mm thick ground glass 2.16 sqm 632.00 1 sqm 1365.12
12 mm thick 1.62 sqm 700.00 1 sqm 1134.00
Cost of rubber beading 14.00 RM 2.00 1 RM 28.00
Cost of floor springs 2 Nos. 3537.00 Each 7074.00
Cost of Al. tower bolts 300mm 4 Nos. 144.00 Each 576.00
Cost of Al. round handles 150mm dia. 4 Nos. 103.00 Each 412.00
Cost of Al. aldrops 300mm 2 Nos. 308.00 Each 616.00
B.Labour charges 4.68 sqm 736.73 1 sqm 3447.87
Add for Screws, Nails, Nuts, Bolts etc., LS 4.72
Rate per 4.68 sqm 30925.00
35135.44
Say 7508
floors
(BLD-CSTN-13-31)
8.70 RM
= 8.70 RM @ 2.404 Kgs / RM 20.915 Kgs.
3.18 mm thick) 4 x 2.10 + 2 x 2 x 0 11.40 RM
= 11.40 RM @1.501 Kgs/ RM 17.111 Kgs.
= 1.50 RM @ 2.646 Kgs / RM 3.969 Kgs.
Glazing clips 2 x 2 x 2(0.75+0.50) 38.80 RM
= 38.80 RM @ 0.101 Kgs /RM 3.919 Kgs.
45.914 Kgs.
12 mm thick 2 x 0.75 x 0.90 1.35 sqm.
Cost analysis
A.Material :
12 mm thick 1.35 sqm 700.00 1 sqm 945.00
Rate per 3.90 sqm 28785.00
32704.08
Say 8386
floors
(BLD-CSTN-13-31)
8.10 RM
= 8.10 RM @ 2.404 Kgs / RM 19.472 Kgs.
3.18 mm thick) 4 x 2.10 + 2 x 2 x 0 11.40 RM
= 11.40 RM @1.501 Kgs/ RM 17.111 Kgs.
= 1.20 RM @ 2.646 Kgs / RM 3.175 Kgs.
2x2x
2(0.60+0.50) +
2x2x
2(0.60+1.20) + 2
Glazing clips x 2 x 2(0.60+0.90) 35.20 RM
= 35.20 RM @ 0.101 Kgs /RM 3.555 Kgs.
43.313 Kgs.
12 mm thick 2 x 0.60 x 0.90 1.08 sqm.
Cost analysis
A.Material :
12 mm thick 1.08 sqm 700.00 1 sqm 756.00
Rate per 3.12 sqm 26925.00
30590.84
Say 9805
22 Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-
chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length (shape & size according to
uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC
extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy(white powder coated) handle with
key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear
with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with
adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing
frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and
fusion welded at all corners, including drilling of holes for fixing hardware and drainageof water etc. After fixing
frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over
backer rod of required size and of approved quality, all complete as per approved drawing & direction of
Engineerin-Charge inclusive of cost of Single / double glass panes,wire mesh and silicon sealent, all materials,
labour charges for fixing, overheads and contractor profit etc., complete for finished item of work. Note: For
uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be
acceptable. Variationin profile dimension in higher side shall be accepted but no extra payment on this account
shall be made.
a) Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having
wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area
of door above 2.00 sqm upto 5.00 sqm)
Rate as per SoR 1.00 sqm 5404.00 1 sqm 5404.00

Say 6140
b) Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire
mesh panels) made of(big series) frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ±
0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm
upto 5.00 sqm)

Say 7949
23 Providing & Fixing of Scientific Doors with metal door frames and door shutters made of galvanize
steel (base steel as per IS 513 of 0.58 mm thick D quality, galvanized as per IS 277 with Zinc of 120 GSM).
coated with Zinc Phosphate Primer to receive any paint on site or finished with Thermosetting Polyurethane
paint of Aliphatic Grade providing high levels of scratch resistance and durability/Epoxy polyester powder for
powder coating paint thickness 50-60 microns (Dry film thickness) outer frame section of 100 x 58 mm x 1.2
mm thick, shutter section of 0.80 mm thick galvanized steel sheet pressed (roll formed) for 46mm thick fully
flush, double skin door shell seam joints at stile edges, in-fill of honeycomb Kraft paper used to give the
required rigidity and effective acoustic insulation with 6” Tower bolt – 2 Nos., 6” D handles – 2 Nos., 10”
Aldrops – 1 No., Butt Hinges – 6 Nos, Mortise Lock of approved quality – 1 No, frames fixed to the
concrete/masonry wall by means of self expanding screws including overheads and contractor profit etc.,
complete for finished item of work for Double leaf Door

Say 11329
24 Providing and fixing factory made uPVC white colour sliding glazed window comprising of uPVC multi-
chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length (shape & size according to
uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM
gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon
rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion
welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing
frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over
backer rod of required size and of approved quality, all complete as per approved drawing & direction of
Engineer-in-Charge inclusive of cost of Single / double glass panes of 4mm thick pin headed glass, wire mesh
and silicon sealent . Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in
depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be accepted. But
no extra payment on this account shall be made.
a) Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall
thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension .
Rate as per SoR 1.00 sqm 6038.00 1.00 sqm 6038.00
Deduct cost of 5mm thick plain float glass 1.00 sqm 474.00 1 sqm -474.00
Add cost of 4mm thick pin headed glass 1.00 sqm 280.00 1 sqm 280.00
5844.00
Say 6640
b) Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh
panels) made of frame 92 x 44 mm & sash 32 x 60 mmboth having wall thickness of 1.9 ± 0.2 mm and single
glazing bead of appropriate dimension

7864.00
Say 8935
25 Providing and fixing factory made uPVC white colour fixed glazed windows / Ventilators comprising of
uPVC multi chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60±
0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size
according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket,G.I
fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless
steel screws etc. Profileof frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall
be also fusion welded including drilling of holes for fixing hardware and drainage of water etc.
After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon
sealant over backer rod of required size and of approved quality, all complete as per approved drawing &
direction of Engineer-in-Charge inclusive of cost of Single / double glass panes and silicon sealant. Note: For
uPVC frame, sash and mullion extruded profiles minus 5%tolerance in dimension i.e. in depth & width of profile
shall be acceptable.Variation in profile dimension in higher side shall be accepted. But, no extra payment on
this account shall be made.
Fixed windows / Ventilators made of (small series) frame 47 x 50mm & mullion 47 x 68 mm both having wall
thickness of 1.9 ±0.2 mm and single glazing bead of appropriate dimension.

Say 6624
26 Supplying and fixing of MS doors, grill to windows, ventilators / in open court yards using MS angles,
flat, square bars including cost and conveyance of all materials, cutting, bending, welding, all operational
charges, labour charges, overheads and contractor profit etc., complete for finished item of work.
Cost of steel 1.05 Kgs 41000.00 1000 Kgs 43.05

Labour charges for fabrication of steel 1.00 Kgs 27.00 1 Kg 27.00
Labour charges for fixing 1.00 5.00 5.00
Add for MAA @ 20% 0.20 15.80 3.16
78.21
88.86
Rate per 1 Kg Say 89
27 Providing and fixing 3 Track 3 Shutter Pre painted Steel sliding Window fabricated from roll formed
sections made of Galvanized steel colour coated /powder coated (Base Steel as per IS 513 „D‟ quality
galvanized as per IS 277 with Zinc of 120 Gms./ Sq.mtr) with total coated thickness of 0.58mm. Primer Coat
with epoxy primer of 5-7 microns thick, finished paint with a polyester paint of 12-16 microns thick and back
coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up to 50-60 microns
thick. The External Section for Three Track Three Sliding Shutter should be of 44 x 107mm with a provision for
bottom track insert profile of 10x9 mm made of aluminium. Section for Window glass shutter should be of
35x49mm , Section for Window Euro groove should be of 25x24mm made of plastic to accommodate standard
accessories, and section for window lap strip should be of 21x4mm made of plastic. Section for Mesh Shutter
should be of 35x49mm. The Window to be panelled with 4mm thick pin headed glass. The gaskets are to be
made of Ethyl Propylene Diamine Manomer [EPDM]. Corner Brackets for internal and external frame to be
made of glass filled nylon. Touch lock to be provided for Window Shutter. Sections are to be cut to length,
joined and assembled by means of corner brackets. The above frame to be fixed to Brick/Concrete masonry by
using Nylon self expanding caps and driving MS electroplated 80mm screws into the caps through frames. The
Grill for safety for windows to be made of 10mm thick square rod bars with 152mm pitch including cost and
conveyance of all materials, labour charges for fixing, overheads and contractors profit etc., for complete for

6624.00
Say 7526
28 Supplying and fixing of Fixed Louvered Ventilators made of pre - painted steel (base steel as per IS 513
of -0.58 mm thick 'D" quality, galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer
of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7
microns thick alkyd backer, The section for louvered ventilators should be of of 33 x 56 mm Box section
paneled with 4 mm pinhead glass with Ethyl propylene Diamine monomer Gasket (EPDM) and the sections cut
to length mitre joined with corner bracket . corner brackets made of CRCA with Zinc Phosphate. The frames to
be fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars
with 6" pitch including cost cost and conveyance of all materials, labour charges for fixing, overheads and
contractors profit etc., complete for finished item of work in all floors.
Fixed louvered of any size 1.00 sqm 4306.00 1 sqm 4306.00

Say 4892
29 Supply and fixing of cement bonded pre-laminated particle boards aluminum glazed partitions using
10mm cement bonded pre-laminated particle boards and 5.00 mm thick plain glass to full height. Using with
LAM to a height of 0.91 meter at bottom panel and remaining height with glass and aluminum sections
anodized to 12 to 15 microns and of sections of size 37mm x 62mm and 1.5mm thickness with one meter
centre to centre duly fixed with clip beading on both sides including fixing the frame to pillars by M.S. flats, bolts
and nuts including cost and conveyance of all materials etc., complete as directed during execution and
overheads & contractors profit etc., complete for finished item of work

Say 3304
27 Supplying and fixing of two shutter cupboards as per drawing with medium teak wood frames of size 75mm
x 40mm and MDF Board Interior grade both sides laminated 18mm thick for shutters with 18mm x 12mm teak
wood beading alround and supplying and fixing powder coated MS fixtures 3 Nos. butt hinges of size 100mm
long(for each shutter), tower bolt 2 Nos. of 100mm x 10mm, 2 Nos of handles 125mm long and standard
locking arrangements for shutters including cost and conveyance of all materials to site, labour charges, over
heads and contractor profit etc., complete for finished item of work.
For Cup board of size 1.20m x 1.80m 2.16 sqm

Cost of medium teak wood frame 0.0180 cum 71195.00 1 cum 1281.51
MDF Board Interior - BSL 18mm thick 2.16 sqm 801.00 1 sqm 1730.16
Powder coated butt hinges 100mm long 6 Nos 20.00 1 Each 120.00
Powder coated tower bolts 100mm long 2 Nos 24.00 1 Each 48.00
Powder coated handles 125mm long 2 Nos 32.00 1 Each 64.00
Teak wood beading 18mm x 12mm 7.20 RM 28.43 1 RM 204.70
Cupboard locks 1 No 100.00 1 Each 100.00
Labour charges for shutters and fixing fixtures
2.16 sqm 605.00 1 sqm 1306.80
Add for MAA @ 20% 0.20 1501.32 300.26
Add LS for Screws, Nails etc. 5.04
5355.00
Rate per 2.16 sqm 6084.08
Say 2817
28 Supply & fixing of Venetian blinds Vertical blinds 100 mm wide with all accessories including cost and
conveyance of all materials, cost of all consumables, labour charges , overheads & contractors profit etc.,
complete for finished item of work in all floors.
Rate as per SSR BMS-W.05 1.00 sqm 1290.00 1 sqm 1290.00

Labour charges 20% of materials cost 0.20 1290.00 258.00
1548.00
Rate for 1 Sqm 1583.13
Say 1583
COMMON SoR 2020-2021
DATA FOR WATER SUPPLY AND SANITARY ITEMS
Sl.No Description Qty Unit Rate Per Unit Amount
1 Supplying and laying, filling, jointing and testing SWG SP-1 pipe conforming to ISI 651 & 4127 with
air tight Cement joints in CM (1.5:1) prop. including excavation of trenches and socket pits in any soil
(except rock requiring blasting) and refilling with watering and tamping to the required slope including cost
and conveyance of all materials to site and all labour charges , overheads & contractor profit etc.,
complete for finished item of work (APSS NO 1301 & 1318)
a)
101.60mm dia upto 914.40mm (3') depth
Rate as per SoR 1.00 RM 376.00 1 RM 376.00
say 427.00
b)
152.40mm dia upto 1524.0mm (5') depth
635.11
Rate per 1 RM say 635.00
c) 203.20mm dia upto 1524mm (5') depth

Cost of SWG pipe 1.00 RM 411.00 1 RM 411.00
labour charges for laying , jointing , testing 1.00 RM 288.00 1 RM 288.00
Add for MAA @ 20% 0.20 288.00 57.60
756.60
say 860.00
d) 254mm dia upto 1524mm (5') depth

Cost of SWG pipe 1.00 RM 752.00 1 RM 752.00
labour charges for laying, jointing, testing 1.00 RM 288.00 1 RM 288.00
Add for MAA @ 20% 0.20 288.00 57.60
1097.60
say 1247.00
2 Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986
with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having
a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick
both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up
to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150
mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard
specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to
site and all incidental and operational, labour charges like mixing cement mortar, constructing masonry,
lift charges, curing , overheads & contractors profit etc., complete for finished item of work as per
Standard specification.
Rate as per SoR 1 No. 5518.00 Each 5518.00

6269.28
Rate per Each say 6269.00
WS&SA-DATA 132 of 3032

3 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber
upto 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame and cover of
20 Kg including cost and conveyance of all materials like cement, sand, bricks, water etc., to site and all
incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges,
curing , overheads & contractors profit etc., complete for finished item of work as per Standard
specification.

3678.85
4 Construction of sewer conical manhole 1200mm dia for 300mm dia pipe as per details of type design
with standard cement bricks made with CM(1:2) prop. Inclusive of M 15 mix using 6mm to 20mm HG
metal for benching, haunches and channels with inside plastering one coat of CM(1:1) prop. 20mm thick,
outside ,Inside plastering in CM(1:3) prop. the foundation concrete in M 7.5 mix using 40mm nominal size
hard broken granite stone and supporting incoming pipes with concrete block/masonry wherever
necessary including finishing the gap with CM(1:1) prop. on the sides excluding supply and fixing of
manhole frame and cover and fiber encapsulated steps including fixing of safety grills, cost and
conveyance of all other incidental and operation charges etc., complete
Dia of Manhole: 1200mm dia.

Manhole Bottom Dia 1.20 mm
Sewer pipe Dia 0.20 mm
Sewer pipe Dia thickness 0.04 m
H1= 1.00 m
H2= 0.50 m
H= 0.50 m
a) Laying of M 7.5 mix using 40mm metal 0.76 Cum 2250.18 1 Cum 1710.14
b) Cement brick masonry with solid cement
bricks in CM(1:3)prop for barrel wall. 1.05 Cum 4605.64 1 Cum 4835.92
22/7x1.55x0.20x0.50 0.4871
Deduct for pipes: 2 x 22/7x(0.38)2x0.35=
0.08 0.0275
22/7x1.43x0.23x0.50 = 0.52 0.5168
Balance Portion Above Benching
22/7x(0.71+0.075)x0.15 =0.027 0.0278
22/7x(0.56+0.15)x0.15 =0.051 0.0502
c) Carbelling of manhole with cement brick
masonry with solid bricks in (1:3)prop 0.38 Cum 4605.64 1 Cum 1750.14
22/7x(1.20+0.56)/2x0.23x0.60
d) Laying of M 10 mix using 12mm to 20mm
hard broken granite metal for chanelling,
bedding & benching. 0.61 Cum 3280.42 1 Cum 2001.06
P.C.C :22/7x(0.86+0.08)x0.08 x 0.30 0.07
for benching cover:22/7x(0.79) x0.23X 0.10 0.06
for benching 0.51
Deduction of :22/7/4x(1.20)2
pipe Quantity = x0.45
22/7/4x(0.30)2
x0.45 0.03
(Total Qty -- 0.071+0.057+0.51-0.03=0.61
Cum)
e) Internal plastering of manhole 20mm 10.00
thick. Sqm 303.69 1 Sqm 3036.90
H3: 22/7x(1.20x(1.20-0.20)) 3.77

H2: 22/7x(1.20x0.50) 1.89
Carbelling:22/7x(1.20+0.56/2)x1.00 2.77
Sides of channel: 2x1.20x0.45 1.08
f) 9.57
External plastering of manhole 20mm
thick Sqm 303.69 1 Sqm 2906.31
H3 = 3.14X(1.2+0.35+0.35)X0.50 2.98
H2 = 3.14 X(1.2+0.23+0.23)X0.50 2.61
Carbelling (H1 ) : 22/7 x (1.66+1.02)/2) x 4.21
1.00
Deduct pipes: 2 x22/7/4 x(0.38)2 0.23
(Total Qty -- 2.93+2.60+4.20 - 0.23 = 9.57
Sqm)
g) Man hole frame and cover H.D.-20 with 1
560mm dia clear opening(Table 31 PH
SoR Page No.101) No 2133.00 1 Each 2133.00
h) Plastic Steps 6 Nos 166.00 1 Each 996.00
19369.47

22006.62
Rate per each Say 22007.00

H1= 1.00 m
H2= 0.50 m
H= 0.50 m
a) Laying of M 7.5 using 40mm metal 0.95 Cum 2250.18 1 Cum 2137.67
22/7x1.55x0.20x0.50 0.6089
0.08 0.0343
22/7x1.43x0.23x0.50 = 0.52 0.5168
22/7x(0.71+0.075)x0.15 =0.027 0.0278
22/7x(0.56+0.15)x0.15 =0.051 0.0502
c)
Carbelling of manhole with cement brick
22/7x(1.20+0.56)/2x0.23x0.60

P.C.C :22/7x(0.86+0.08)x0.08 x 0.30 0.06
for benching 0.51
22/7/4x(0.30)2
x0.45 0.03
(Total Qty -- 0.071+0.057+0.51-0.03=0.61
Cum)
e) Internal plastering of manhole 20mm
thick. 9.00 Sqm 303.69 1 Sqm 2733.21
H3: 22/7x(1.20x(1.20-0.20)) 3.58
H2: 22/7x(1.20x0.50) 1.89
Carbelling:22/7x(1.20+0.56/2)x1.00 2.77
f) External plastering of manhole 20mm
thick 9.57 Sqm 303.69 1 Sqm 2906.31
H3 = 3.14X(1.2+0.35+0.35)X0.50 2.98
H2 = 3.14 X(1.2+0.23+0.23)X0.50 2.61
Carbelling (H1 ) : 22/7 x (1.66+1.02)/2) x 4.21
1.00
Deduct pipes: 2 x22/7/4 x(0.38)2 0.23
(Total Qty -- 2.93+2.60+4.20 - 0.23 = 9.57
Sqm)
560mm dia clear opening(Table 31 PH
SoR Page No.101) No 2133.00 1 Each 2133.00
19980.38

22700.71

H1= 1.00 m
H2= 0.50 m
H= 0.50 m
22/7x1.55x0.35x0.50 0.85

0.08 0.08
22/7x1.43x0.23x0.50 = 0.52 0.52
22/7x(0.71+0.075)x0.15 =0.027 0.03
22/7x(0.56+0.15)x0.15 =0.051 0.05
22/7x(1.20+0.56)/2x0.23x0.60
22/7x(0.86+0.08)x0.08 x 0.30 0.07
for benching 0.51
22/7/4x(0.30)2
x0.45 0.03
(Total Qty -- 0.071+0.057+0.51-0.03=0.61
Cum)
e) Internal plastering of manhole 20mm thick. 9.00 Sqm 303.69 1 Sqm 2733.21
H3: 22/7x(1.20x(1.20-0.30)) 3.39
H2: 22/7x(1.20x0.50) 1.89
Carbelling:22/7x(1.20+0.56/2)x1.00 2.77
f) External plastering of manhole 9.57 Sqm 303.69 1 Sqm 2906.31
H3 = 3.14X(1.2+0.35+0.35)X0.50 2.98
H2 = 3.14 X(1.2+0.23+0.23)X0.50 2.61
Carbelling (H1 ) : 22/7 x (1.66+1.02)/2) x 4.21
1.00
Deduct pipes: 2 x22/7/4 x(0.38)2 0.23
(Total Qty -- 2.93+2.60+4.20 - 0.23 = 9.57
Sqm)
560mm dia clear opening(Table 31 PH SoR
Page No.101) No 2133.00 1 Each 2133.00
21394.65

24307.53


H1= 1.40 m
H2= 0.10 m
H= 1.50 m
H3
22/7x1.85x0.35x1.5 3.05
-0.20
Deduct for pipes: 2 x
(-) 22/7/4x(0.45+0.15)2x0.35
(Total Qty -- 3.05 - 0.2= 2.85Cum)
22/7x1.73x0.23x0.10 0.13
22/7x0.785x0.0.075x0.15 0.03
22/7x0.785x0.15x0.15 0.05
masonry with solid bricks in (1:3) 0.85 Cum 4605.64 1 Cum 3914.79
22/7x(1.50+0.86)/2x0.23x1.0
22/7x(0.86)X0.08 x 0.30 0.07
for benching :22/7/4x(1.50)2 x0.45 0.80
Deduction of pipe Quantity = 22/7/4x(0.45)2 -0.07
x0.45
e) Internal plastering of manhole 20mm thick 11.83 Sqm 303.69 1 Sqm 3592.65
H3: 22/7x(1.50x(1.50-0.525)) 4.60
H2: 22/7x(1.50x0.10) 0.47
Carbelling:22/7x(1.50+0.86/2)x1.40 5.19
f) 17.22
External plastering of manhole 20mm thick Sqm 303.69 1 Sqm 5229.54
H3 = 3.14X2.2X1.5 10.36
H2 = 3.14 X1.96X0.10 0.62
Carbelling (H1 ) : 22/7 x (1.96+1.02)/2) x 6.56
1.40
Deduct pipes: 2 x22/7/4 x(0.45)2 -0.32
(Total Qty -- 2.93+2.60+4.20 - 0.23 = 9.57
Sqm)
g) Man hole frame and cover H.D.-20 with
Page No.101) 1 No 2133.00 1 Each 2133.00
36055.36

40964.30


H1= 1.40 m
H2= 0.10 m
H= 1.50 m
H3
22/7x1.85x0.35x1.5 3.05
Deduct for pipes: 2 x -0.33
(-) 22/7/4x(0.60+0.0.17)2x0.35
22/7x1.73x0.23x0.10 0.13
22/7x0.785x0.0.075x0.15 0.03
22/7x0.785x0.15x0.15 0.05
masonry with solid bricks in (1:3) 0.85 Cum 4605.64 1 Cum 3914.79
22/7x(1.50+0.86)/2x0.23x1.0
22/7x(0.86)X0.08 x 0.30 0.07
0.06
for benching cover:22/7x(0.79) x0.23X 0.10
for benching :22/7/4x(1.50)2 x0.45 0.80
Deduction of pipe Quantity = 22/7/4x(0.60)2 -0.13
x0.45
e) Internal plastering of manhole 20mm thick 11.10 Sqm 303.69 1 Sqm 3370.96
H3: 22/7x(1.50x(1.50-0.68)) 3.87
H2: 22/7x(1.50x0.10) 0.47
Carbelling:22/7x(1.50+0.86/2)x1.40 5.19
f) 16.97
External plastering of manhole 20mm thick Sqm 303.69 1 Sqm 5153.62
H3 = 3.14X2.2X1.5 10.36
H2 = 3.14 X1.96X0.10 0.62
Carbelling (H1 ) : 22/7 x (1.96+1.02)/2) x 6.56
1.40
Deduct pipes: 2 x22/7/4 x(0.60)2 -0.57
(Total Qty -- 2.93+2.60+4.20 - 0.23 = 9.57
Sqm)
g) Man hole frame and cover H.D.-20 with
Page No.101) 1 No 2133.00 1 Each 2133.00

34994.99

39759.56
7 Supplying and fixing of SWG Gully traps 150mm x 100mm of ISI make confirming to IS 651 & 4127
with C.I grating & constructing cement brick masonry in CM (1:6) prop., intermediate chamber and fitted
with 304.8 mm X 288.6 mm (12"x9") C.I Frame with hinged cover of standard make as approved including
cost and conveyance of all materials to site, labour charges, overheads & contractors profit etc., complete
for finished item of work.
Rate as per SoR 1 No. 485.00 1 Each 485.00

551.03
8 Supplying and fixing of 4" (101.6mm) multi floor trap with jali - UPVC/SWR pipe fittings as per site
requirements with standard practice for all floors including cost and conveyance of all materials to site,
labour charges , overheads & contractors profit etc., complete for finished item of work.
Rate as per SoR 1 No. 122.00 1 Each 122.00

138.61
9 Supplying and fixing 580mm x 440mm long Orissa pan white glazed Water Closet 1st quality ISI
marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap, ISI marked and providing masonry seat,
CC squatting plate and 10 litres capacity single flush PVC low level cistern with internal components fixed
on 2 Nos. of teak wood blocks of size 76.20mm x 101.60mm using required size of nails, screws as
approved by Engineer-in-charge, angle stop cock 12.70mm dia. first quality Indian make heavy duty,
12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union, P trap or S
trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at
the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour
charges, overheads & contractors profit etc., complete for finished item of work.
Cost of Orissa pan 1 No. 1399.00 1 Each 1399.00

Add MA on labour charges for fixing Orissa
pan 0.20 377.00 75.40
Cost of Brick masonry seat 1 No. 278.00 1 Each 278.00
Cost of C C squatting plate 1 No. 83.00 1 Each 83.00
Cost of slim line PVC flush tank 10 Ltrs.
capacity single flush 1 No. 1254.00 1 Each 1254.00
Angle stop cock 12.70mm 1 No. 408.00 1 Each 408.00
Add MA on labour charges for fixing angle
stop cock 0.20 43.00 8.60
12.70mm PVC connection with brass union
nuts 1 No. 86.00 1 Each 86.00
Add MA on labour charges for fixing PVC
connection with brass union nuts 0.20 17.00 3.40
31.75mm brass plumber union 1 No. 61.00 1 Each 61.00

Add MA on labour charges for fixing
31.75mm brass plumber union 0.20 14.00 2.80
Add MA on labour charges for cutting holes
in brick masonry 0.20 47.00 9.40
Teak wood blocks 76.2mm x 101.6mm 2 Nos. 23.00 1 Each 46.00
Add MA on labour charges for fixing Teak
wood blocks 0.20 9.00 1.80
3763.40

4275.79
10 Supplying and fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 of white
glazed with 'S' trap,supplying and fixing best Indian make plastic seat and lid for European water closets
with rubber or plastic Buffers as per IS 2548-1996 and 10 litres capacity single flush PVC low level
cistern with internal components and fixed using required size of nails and screws, angle stop cock
12.70mm dia. first quality Indian make heavy duty, 12mm PVC connections with brass union nuts CP
coated including cost and conveyance of all materials to site, overheads & contractors profit etc.,
complete for finished item of work for all floors.
Cost of EWC with 'S' trap 1 No 1703.00 1 Each 1703.00

Add MA on labour charges for fixing EWC 0.20 264.00 52.80
Supply and fixing of 10 lts. Capacity lowdown
PVC flushing tank 1 No 1254.00 1 Each 1254.00
Plastic seat and lid for European Water
Closet and rubber buffers 1 No 766.00 1 Each 766.00
Add MA on labour charges for fixing Plastic
seat and lid for EWC and rubber buffers 0.20 76.00 15.20
stop cock 0.20 43.00 8.60
12.70mm dia PVC connection with brass
union nuts 1 No 86.00 1 Each 86.00
Add MA on labour charges for cutting holes
in brick masonry 0.20 47.00 9.40
Cost of 76.2 x 101.60 mm teakwood blocks 2 Nos 23.00 1 Each 46.00

Add MA on labour charges for fixing Teak
wood blocks 0.20 9.00 1.80
4401.20

5000.42

11 Supply, Installation and commissioning approved make floor mounted Close coupled EWC suit
White Colour CASCADE model 'P' or 'S' trap with dual flush porcelain cistern fixed on EWC with all
internal parts of dual flush cistern, ultra solid seat cover of approved make with rubber buffer and cap 15
mm angle stop cock 450 mm long PVC inter connection pipe wall flanges all of approved make etc.
including cost and conveyance of all materials to site, overheads & contractors profit etc., complete for
finished item of work for all floors.
Cost of EWC white colour CASCADE model

BMW-D.18, 15 1 No 8260.00 1 Each 8260.00
Add MA on labour charges for fixing EWC 0.20 264.00 52.80
8312.80

9444.59
12 Supplying and fixing Indian make Flat Back Wash Hand Basin 1st quality conforming to IS:2556-
Part-4:1972 of size 550mm x 400mm with 32 mm nominal size C.P. Fitting with parallel pipe thread
conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality
Indian make heavy duty complete with standard CI brackets including wooden blocks ,1 No.12.70mm
PVC connection with brass union nuts CP coated , angle stop cock 12.70mm dia. first quality Indian make
heavy duty, 31.75mm dia. PVC flexible waste pipe 914.4mm length of 1st quality including cost and
conveyance of all materials to site, labour charges , overheads & contractors profit for finished item of
work
Cost of Wash hand basin 1 No. 1566.00 1 Each 1566.00

Add MA on labour charges for fixing Wash
hand basin 0.20 319.00 63.80
stop cock 0.20 43.00 8.60
nuts 1 No. 86.00 1 Each 86.00
Deduct cost of NP chain and rubber plug 1 No. 37.00 1 Each -37.00
31.75mm dia. PVC flexible waste pipe 1 No. 22.00 1 Each 22.00
2120.80

2409.55
13 Supplying and fixing Oval shape basin white (520mmx410mm) parry or equivalent with 32 mm
nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm
nominal bore Chromium Plated Pillar Tap of 1st quality Indian make heavy duty complete with standard CI
brackets including wooden blocks ,1 No.12.70mm PVC connection with brass union nuts CP coated ,
angle stop cock 12.70mm dia. first quality Indian make heavy duty, 31.75mm dia. PVC flexible waste pipe
914.4mm length of 1st quality including cost and conveyance of all materials to site, labour charges ,
overheads & contractors profit for finished item of work
Cost of Oval shape basin white BMW-I.129 1 No. 2138.00 1 Each 2138.00
stop cock 0.20 43.00 8.60

nuts 1 No. 86.00 1 Each 86.00
2666.00

3028.98
14 Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc.,
complete including cost and conveyance of all materials, labour charges for fixing , overheads &
contractors profit for finished item of work in all floors
Cost of NP soap dish 1 No. 208.00 1 Each 208.00

Add for MAA @ 20% 0.20 12.00 2.40
210.40

239.05
15 Supply & fixing soap dish Jaquar make queen series Chrome plated with 7 years warranty including
cost and conveyance of all materials, labour charges for fixing , overheads & contractors profit for finished
soap dish Jaquar make queen series
Chrome plated BMW-I.159 1 No. 1445.00 1 Each 1445.00

1641.74
16 Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back
with NP screws 1st quality including cost and conveyance of all materials, labour charges , overheads &
contractors profit for finished item of work in all floors.

Add for MAA @ 20% 0.20 116.00 23.20
475.20

539.90
17 Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets
and aluminium screws including cost and conveyance of all materials, labour charges , overheads &
contractors profit for finished item of work.

Add for MAA @ 20% 0.20 44.00 8.80
154.80

175.88

18 Supply & Fixing of towel rail 24'' Jaquar make Continental series, Chrome finish with 7 years
warranty including cost and conveyance of all materials to site, labour charges for fixing, overheads &
contractors profit complete for finished item of work at all floor levels.
Cost as per SoR BMW-I.186 1.00 1397.00 1397.00

1397.00 190.20
1587.20
19 Supplying and fixing NP bib taps of size 12.70mm dia of Indian make heavy duty (short body) as
approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges ,
overheads & contractors profit complete for finished item of work in all floors.

Add for MAA @ 20% 0.20 29.00 5.80
228.80

259.95
20 Supplying and fixing NP bib taps of size 12.70mm dia of Indian make heavy duty (long body) as
approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges ,
overheads & contractors profit complete for finished item of work in all floors.

Add for MAA @ 20% 0.20 29.00 5.80
354.80

403.11
21 Supply & Fixing of Bib cock Jaquar Florentine (Quarter turn) series, Chrome Finish with 7 years
warranty including cost and conveyance of all materials to site, labour charges for fixing, overheads &
Cost as per SoR BMW-I.190 1.00 1117.00 1117.00

1269.08
22 Supply & fixing bib cock cum health faucet with 1 m long flexible tube and wall hook of Jaquar
make queen series Chrome plated with 7 years warranty including cost and conveyance of all materials,
labour charges , overheads & contractors profit for finished item of work.
Rate as per SoR BMW-I.141 1 No. 3758.00 Each 3758.00

4269.65

23 Supplying and fixing of SWR PVC pipes (Prince/Sudhakar/Kisan/Supreme or any ISI brand) 4
Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double
junctions as per site requirement, fixing with PVC clamps with required number of Bombay nails including
cost and conveyance of all materials to site, labour charges, overheads & contractors profit complete for
finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)
a) 75mm dia
Data for 6 RM
Cost of 75mm dia pipe 6.00 RM 216.00 3 RM 432.00
Cost of PVC clamps 3 Nos. 13.00 Each 39.00
Labour charges 6.00 RM 70.00 1 RM 420.00
891.00

168.72
say 169.00
b) 90mm dia
Data for 6 RM
Labour charges 6 RM 70.00 1 RM 420.00
1148.00

217.38
say 217.00
c) 110mm dia
Data for 6 RM
Labour charges 6 RM 70.00 1 RM 420.00
1285.00

243.33
say 243.00
24 Supply and fixing of Ashirvad/ Ajay/ Astral Flowguard or equivalent CPVC Pipes and Fittings SDR
11 to meet the requirement of ASTM-D 2846 and are produced in CTS (Copper Tube Sizes 1/2" to 2") for
hot and cold water (IS 15778:2007) including cost and conveyance of all materials to site, labour charges
for fixing, overheads & contractors profit complete for finished item of work at all floor levels.
a) 15.90mm OD pipe

Rate per 1 RM 69.31
say 69.00
b) 22.20mm OD pipe


say 106.00
c) 28.60mm OD pipe

say 164.00
d) 34.90mm OD pipe

say 260.00
e) 41.30mm OD pipe

say 357.00
f) 54.00mm OD pipe

say 549.00
25 Supply and fixing of UPVC Pipes and Fittings SCH-40 Grade to meet the requirement of ASTM-D
2846 for hot and cold water (IS 15778:2007) including cost and conveyance of all materials to site, labour
charges for fixing, overheads & contractors profit complete for finished item of work at all floor levels.
a) 65mm OD pipe
Market rate 1 No. 710.00 Each 710.00

806.67
b) 80mm OD pipe

965.73
c) 100mm OD pipe

1050.94

d) 150mm OD pipe

1420.19
26 Supply, Delivery & laying and jointing of HDPE Pipes (PE - 100 grade) 8 Kgs/Sq.cm conforming to
IS 14333 -2000 for using underground drainage and sewerage systems by butt fusion welding as per
IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the
pipeline to the required pressure.including cost and conveyance of all materials, labour chrges, cost of all
consumables, incidental chrges, overheads & contractors profit complete for finished item of work.
a) 125mm dia
Cost of pipe Table 16 of PH SoR 348.00 RM 405.00 1.00 RM 140940.00
Laying and jointing PHE-LJHE-12 v
Taking output : Length - 348 m ; Joints - 29
Nos
(a) Labour
For lowering / sub surface transport
Mazdoor 7.000 Nos. 460.00 1 No. 3220.00
Jointing
Fitter 2.000 Nos. 615.00 1 No. 1230.00
Mazdoor 3.000 Nos. 460.00 1 No. 1380.00
Testing
Fitter 1.000 Nos. 615.00 1 No. 615.00
Mazdoor 2.000 Nos. 460.00 1 No. 920.00
Supervisor 1.000 Nos. 615.00 1 No. 615.00
Add for MA @ 25% 0.25 7980.00 1995.00
Total 9975.00
(b) Machinery
Hire charges of Generator Set & Hydraulic
testing equipment 1.000 day 1354.40 1 day 1354.40
(c) Material
Kerosene 7.000 Ltrs 40.00 1 Ltr 280.00
Diesel 8.000 Ltrs 80.00 1 Ltr 640.00
Water for Testing Lt
Transport 1.000 day 691.00 1 day 691.00
Total 2965.40
(d) Total (a+b+c) 153880.40
Rate per RM =d/348 442.19

say 502.00
b) 110mm dia
Laying and jointing PHE-LJHE-12 iv
Nos
(a) Labour
Mazdoor 6.000 Nos. 460.00 1 No. 2760.00

Jointing
Fitter 1.000 Nos. 615.00 1 No. 615.00
Mazdoor 2.000 Nos. 460.00 1 No. 920.00
Testing
Fitter 1.000 Nos. 615.00 1 No. 615.00
Mazdoor 2.000 Nos. 460.00 1 No. 920.00
Add for MA @ 25% 0.25 6445.00 1611.25
Total 8056.25
(b) Machinery
(c) Material
Diesel 8.000 Ltrs 80.00 1 Ltr 640.00
Total 2925.40
(d) Total (a+b+c) 131557.65

say 389.00
c) 90mm dia
Laying and jointing PHE-LJHE-12 iii
Nos
(a) Labour
Mazdoor 5.000 Nos. 460.00 1 No. 2300.00
Jointing
Fitter 1.000 Nos. 615.00 1 No. 615.00
Mazdoor 2.000 Nos. 460.00 1 No. 920.00
Testing
Fitter 1.000 Nos. 615.00 1 No. 615.00
Mazdoor 2.000 Nos. 460.00 1 No. 920.00
Add for MA @ 25% 0.25 5985.00 1496.25
Total 7481.25
(b) Machinery
(c) Material
Diesel 8.000 Ltrs 80.00 1 Ltr 640.00
Total 2885.40
(d) Total (a+b+c) 101086.65


say 266.00
d) 75mm dia
Laying and jointing PHE-LJHE-12 ii
Nos
(a) Labour
Mazdoor 4.000 Nos. 460.00 1 No. 1840.00
Jointing
Fitter 1.000 Nos. 615.00 1 No. 615.00
Mazdoor 2.000 Nos. 460.00 1 No. 920.00
Testing
Fitter 1.000 Nos. 615.00 1 No. 615.00
Mazdoor 2.000 Nos. 460.00 1 No. 920.00
Add for MA @ 25% 0.25 5525.00 1381.25
Total 6906.25
(b) Machinery
(c) Material
Diesel 8.000 Ltrs 80.00 1 Ltr 640.00
Total 2845.40
(d) Total (a+b+c) 77239.65

say 192.00
27 OBSERVED DATA FOR TESTING OF 450 MM DIA PSC MAIN : Pumping main to Hydralic field test
pressure including transportation of Water with minimum lead of 500 M -
PHE-LCIF-2A
(Length = 500 Mts) taking out put / 500 Mts.
Unit = 1 Rmt.
Labour
Fitters (2 x 3 days)
Fitters I Class 3.000 Nos. 615.00 1 No. 1845.00
Fitters II Class 3.000 Nos. 500.00 1 No. 1500.00
Machinery
Hire chargers for Hydralic field test pressure
testing including transportation of water @
Rs. 1200/- (1000+200) / day 3.000 days 1200.00 1 day 3600.00
Materials
Pressure guage ELEC-9.5.50 0.050 Nos. 600.00 1 No. 30.00
3/4" G.I. Pipe (20 mm) 3.000 RM 198.00 1 RM 594.00
Specials Ls
Dummies 0.100 Nos. 500.00 1 No. 50.00
Diesel (2 Lts. / Hr) 30 Hrs. 60.000 Ltrs 80.00 1 Ltr 4800.00
(T) Total Rate per 500 Mts. 12419.00
(r) Rate per 1 Rmt for 450 mm dia 24.84

(R) Rate per 1 Rmt for 10 mm dia = (10/450)
xr 0.55
Note : Proportionate Testing Charges may
be arrived, keeping the diametre of pipe
based on this analysis, for an varities of
pipes for various Dia Pipes.
28 Manufacture,Supply, delivery, laying, jointing and testing of RCC NP3 Pipes conforming to B.I.S.
458/2003 in standard lengths with socket and spigot ends with suitable rubber rings including cost of all
materials, rubber rings, unloading, hoisting, carefully lowering in the ready made trenches, laying true to
alignment and gradient by using cranes, jointing with rubber rings and testing including filling with water
with a water lead upto 500 meters as per BIS No. 783/1985 as per the specifications including cost and
conveyance of all materials to site, labour charges, all other incidental and operational charges etc.,
a) 300mm dia
Out put:: 100 RM
cost of pipes (PH SOR Page No.30 Table 3) 100.00 RM 1085.00 1.00 RM 108500.00
Conveyance charges 10 KM (59.98+5x1.84) 69.18
Lowering, jointing, testing PHE - LRCS -6 vii

a) Labour
Mason 1st class 1.750 Nos. 550.00 1 No. 962.50
Mason 2nd class 4.140 Nos. 500.00 1 No. 2070.00
Man mazdoor 11.600 Nos. 460.00 1 No. 5336.00
Woman mazdoor(water carrier) 2.300 Nos. 460.00 1 No. 1058.00
b) Material
Rubber rings conforming BIS 5382/1985 40.000 Nos. 129.00 1 No. 5160.00
c) Testing
Testing of Pipelines with required pressure
as per relevant IS Specification including
filling with water with a water lead upto 500
M, including hire charges of testing
equipment, labour and Materials needed for
testing (as per Sub Analysis 2 A)
100.000 RM 16.56 1656.00
(d) Total = a+b+c 124811.68
(e) Add for water charges @ 1% on Labour &
Testing Charges 0.01 11082.50 110.83
(f) Total = d+e 124922.51
(g) Overheads & Contractors Profit 0.13615 124922.51 17008.20
(h) Cost for 100 rmt (f+g) 141930.70
Rate per rmt = h/100 1419.31
Say 1420.00
b) 450mm dia
Out put:: 100 RM
cost of pipes (PH SOR Page No. 30 Table
No.3) 100.00 RM 1640.00 1.00 RM 164000.00
Conveyance charges 10 KM (88.68+5x4.00) 108.68
Lowering, jointing, testing PHE - LRCS -6 x

a) Labour

b) Material
c) Testing

testing (as per Sub Analysis 2 A) 100.000 RM 24.84 2484.00
(d) Total = a+b+c 186793.18
Testing Charges 0.01 14764.50 147.65
(f) Total = d+e 186940.83
(h) Cost for 100 rmt (f+g) 212392.82
Rate per rmt = h/100 2123.93
Say 2124.00
c) 600mm dia
Out put:: 100 RM
cost of pipes 100.00 RM 2627.00 1.00 RM 262700.00
Conveyance charges 10 KM
(131.71+5x6.13) 162.36
Lowering, jointing, testing PHE - LRCS -6 x

a) Labour
b) Material
c) Testing

testing (as per Sub Analysis 2 A) 100.000 RM 33.12 3312.00
(d) Total = a+b+c 293087.86
Testing Charges 0.01 17065.50 170.66
(f) Total = d+e 293258.52
(h) Cost for 100 rmt (f+g) 333185.66
Rate per rmt = h/100 3331.86
Say 3332.00

29 Supplying and fixing 65 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS
1239 in ground or on wall with GI fittings such as elbows tees couplings, nipples, plugs including
excavation for trenches and refilling the trenches ,chiselling masonry walls and making good the walls &
floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance
of all materials and labour charges , overheads & contractors profit complete for finished item of work
except for GI bends union and GI connectors with checkout and socket Tata or Zenith make or equivalent

857.79
30 Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy
type including cost and conveyance of all materials , labour charges , overheads & contractors profit
a) 15mm Nominal bore

Add for MAA @ 20% 0.20 44.00 8.80
553.80

629.20
b) 20mm Nominal bore

Add for MAA @ 20% 0.20 44.00 8.80
741.80

842.80
c) 25mm Nominal bore

Add for MAA @ 20% 0.20 44.00 8.80
1059.80

1204.09
d) 32mm Nominal bore

Add for MAA @ 20% 0.20 39.00 7.80
1601.80

1819.89
e) 40mm Nominal bore

Add for MAA @ 20% 0.20 67.00 13.40

2168.40

2463.63
f) 50mm Nominal bore

Add for MAA @ 20% 0.20 90.00 18.00
3173.00

3605.00
g) 65mm Nominal bore

Add for MAA @ 20% 0.20 112.00 22.40
4890.40

5556.23
h) 80mm Nominal bore

Add for MAA @ 20% 0.20 133.00 26.60
7237.60

8223.00
31 Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) (PN 1.0 MPa
with out By - Pass ) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or
Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270
grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the
Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face
dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic
Powder coating both inside and outside (Min 250 Microns) - RAL 5005 with Pocket Less Straight through
body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS -
1538 including cost and conveyance of all materials, labour charges for fixing, overheads and contractors
profit etc., complete for finished item of work
a) 80mm dia
1.00 No. 9922.00 1 No.
Rate as per table 30 of PH SoR Page No.98 9922.00
Transportation charges @ 5% 496.10
Labour chrges, cost of rubber packing, bolts
and nuts @ 10% 992.20
11410.30
say 12964.00
b) 100mm dia

1.00 No. 11880.00 1 No.
and nuts @ 10% 1188.00
13662.00

say 15522.00
c) 150mm dia
1.00 No. 18480.00 1 No.
and nuts @ 10% 1848.00
21252.00

say 24145.00
32 Supply, Delivery, fixing and testing of D.I Double Flanged Swing Check type Reflux valves (Non
Return Valves) (PN 1.0 Mpa) conforming to IS- 5312 (Pts-1&2) (with amendments up to date, if any)
having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with
Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with
Leaded Tin Bronze ( IS 318 ); Bolts, Nuts with Carbon steel; Gaskets with Rubber; Hinges with Cast steel
including cost and conveyance of all materials, labour charges for fixing, overheads and contractors profit
a) 100mm dia
Rate as per table 29 of PH SoR Page No.97 1.00 No. 15180.00 1 No. 15180.00
and nuts @ 10% 1518.00
17457.00

say 19834.00
b) 150mm dia
Rate as per table 29 of PH SoR Page No.97 1.00 No. 21780.00 1 No. 21780.00
and nuts @ 10% 2178.00
25047.00

say 28457.00

33 Manufacture, Supply and delivery, fixing and testing of CI Wafer Lug type Butterfly Valves
conforming to IS 13095/1991 (Reaffirmed 1998) Operation done with worm actuator ISI marked including
cost and conveyance of all materials, labour charges for fixing, overheads and contractors profit etc.,
complete for finished item of work. Makes:
Audco / Kirloskar / BDK / H-Shankar / Leader/ Zolotto /SANT/NEUG/Honeywell
a) 100mm dia
Rate as per ELEC-9.5.34 SOR Page No.387 1.00 No. 4700.00 1 No. 4700.00
and nuts @ 10% 470.00
5405.00

say 6141.00
b) 150mm dia
Rate as per ELEC-9.5.34 c Page No.387 1.00 No. 7000.00 1 No. 7000.00
and nuts @ 10% 700.00
8050.00

say 9146.00
34 Supplying and fixing CPVC Check valves as per IS code - I , Indian make heavy type including cost
and conveyance of all materials, labour charges, overheads & contractors profit complete for finished item
of work.
a) 100mm Nominal bore


2272.30
b) 150mm Nominal bore


2726.76
35 Supplying & fixing 19.05 mm GI drain pipe with plug for tanks (Mud valve) including making a hole
including cost and conveyance of all materials to site, labour charges for fixing, overheads & contractors
profit complete for finished item of work at all floor levels.
Rate as per SoR BMW-F.10 1.00 Each 61.00 1.00 Each 61.00
Labour Charges 1.00 Each 21.00 1.00 Each 21.00
Add for MAA @ 20% 0.20 21.00 4.20

97.94
Say 98.00

36 Supplying & fixing of Vent Cowl UPVC / SWR Pipe Fittings including cost and conveyance of all
materials to site, labour charges for fixing, overheads & contractors profit complete for finished item of
work at all floor levels.
a) 75mm dia
Rate as per SoR BMW-G.98 1.00 Each 12.00 1.00 Each 12.00

Rate per Each 13.63
Say 14.00
b) 110mm dia
Rate as per SoR BMW-G.100 1.00 Each 16.00 1.00 Each 16.00

Rate per Each 18.18
Say 19.00
37 Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double
layer approved brand and manufacture with cover and suitable locking arrangement and making
necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks
including cost and conveyance of all materials and labour charges , overheads & contractors profit
Rate as per SoR 1 Ltr 5.00 1 Ltr 5.00

Add for MAA @ 20% 0.20 1.00 0.20
5.20

Rate per 1 Ltr 5.91
38 Supplying & Fixing Indian make white glazed vitreous china porcelain sink of size 750mm x
450mm x 250mm conforming to IS:2556-Part-5-1994 on cantilever brackets with waste fittings like rubber
plug, chain,32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 ncluding
chiselling brick masonry wall and making good & restoring to original surfaces overheads & contractors
profit complete.for finished item of work in all floors.
Rate as per SoR 1.00 No 4844.00 Each 4844.00

Add for MA @ 25% 0.25 319.00 79.75
Deduct cost of NP chain and rubber plug 1 No. 37.00 1 Each -37.00
4955.75
4955.75 674.73
5630.48
39 Supplying and fixing of stainless steel sink of size 914.4 mm x457.2mm, 1mm thick of Indian make
fixed on cantilever brackets including supply and fixing 31.75mm C.P. waste coupling, 31.75 mm dia PVC
flexible waste pipe of 914.4 mm length of Ist quality ncluding chiselling brick masonry wall and making
good & restoring to original surfaces overheads & contractors profit complete.for finished item of work in
all floors.
Rate as per SoR 1 No 6471.00 Each 6471.00

Add for MAA @ 20% 0.20 506.00 101.20

6619.20

7520.40
40 Supply and Fixing of Surgucal Scrub: Surgical scrub sink for use in OT complex providing
Surgeons with a convenient sink for pre – OT scrub up. Each fixture should be fabricated with 18 SWG
gauge type 304 stainless steel and should be seamless welded construction, polished to a stain finish.
The scrub sink should be provided with a water controlled value, waste connections, stoppers and
strainers. 4 Feet Length and 3 Feet Hight with 2 Foot operated and 2 elbow taps should be there.
Make : Zindal/ Tata
Rate approved 68820.00

41 Supplying and fixing white glazed flat back half stall urinals of size 590 mm x 375 mm x 390 mm
with integral flushing rim fixed with screws complete Indian make (HSW/Parry/Neycer) conforming to
IS:2556-1995 as approved by Engineer-in-charge, including supply and fixing 12.7mm PVC connection
with brass plumber union nuts CP coated, 12.70mm push cock 1st quality of approved make , 31.75 mm
dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and conveyance of all
materials to site, labour charges etc., overheads & contractors profit complete for finished item of work for
all floors.
Rate as per SoR 1 No 2647.00 Each 2647.00

Add for MAA @ 20% 0.20 127.00 25.40
12.7mm PVC connections with brass
plumber union nuts 1 No 86.00 Each 86.00
Add for MAA @ 20% 0.20 17.00 3.40
12.70mm NP push cock 1 No 234.00 Each 234.00
31.75mm dia. PVC flexible waste pipe 1 No 22.00 Each 22.00
3017.80

3428.67
42 Supplying and fixing of 16mm to 20 mm thick polished marble slab partitioins of size 4' 0" x 2' 0"
for urinals including full rounding the edges , fixing in position, polishing, including cost and conveyance
of all materials and labour charges , overheads & contractors profit complete for finished item of work for
all floors.
Rate as per SoR 0.72 Sqm 889.00 1 Sqm 640.08

Chiselling the brick masonry wall 1.20 RM 30.00 1 RM 36.00
Add for MAA @ 20% 0.20 36.00 7.20
Rounding the edges of marble 2.40 RM 412.00 1 RM 988.80
Labour charges for fixing ( dadooing labour
charges ) 0.72 Sqm 791.50 10 Sqm 56.99
Add for MAA @ 20% 0.20 56.99 11.40
1740.47
1977.43

43 Supplying and fixing of 101.60mm x 609.60mm white glazed porcelain channels 1st quality fixed in
brick masonry to the required slopes , white cement pointing including cost and conveyance of all
materials and labour charges , overheads & contractors profit complete for finished item of work for all
floors.
Rate as per SoR 1 No 470.00 1 Each 470.00

Rate for 1 RM (1/0.6096) 470.00 771.00
875.97
Say 876.00
44 Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in
CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and
conveyance of all materials and all labour charges, overheads & contractors profit complete for finished
item of work for all floors.
Rate as per SoR 1 No 68.00 1 Each 68.00

Add for MAA @ 20% 0.20 22.00 4.40
72.40

82.26
45 Supply,transporatation & installation of 600mm x 50mm x 2.0mm size Hot Dipped Galvanized Iron
perforated cable trays with cover including horizontal and vertical bends,reducers tees,cross members
and other accessories as required and dulysuspended from the ceiling/Wall with suspenders etc.,
including cost and conveyance of all materials, labour charges, overheads and contractors profit etc
Rate as per SoR ELEC -4.2.1 Page No.271 1 995.00 995.00

add 30% for cover 298.50
1293.50
Say 2763.00
46 Geological survey charges for finalisation of location of bore well including cost, transportation of all
euipment, incidental charges, labour charges, overheads and contractor profit etc., complete for finished
item of work.
Rate as per SoR 1 No 1200.00 1 No. 1200.00

Say 1363.00

47 Drilling of bore well by down the hole hammer drilling to a finished dia of 165mm in all formations
suitable for down the hole hammer drilling such as medium rock formation to hard rock formation, all
consolidated formation and drilling in over burden to a dia of not less than 200mm etc., and reaming the
bore well to suit insertion of casing pipe with couplings, caps and any other relavant materials up to
required depth as directed by the Department including transportation of drilling rig and supporting
vehicles and including bore development (Flushing of bore well at an average pressure of 150 PSI),
conducting yileld test, consumable charges, crew charges required in fixation of pipe assembly completely
done to the satisfaction of the Department and including all labour charges, overheads and contractor
profit but excluding cost of casing pipe, couplings, cap etc., The entire work shall be done as per IS -
2800 Part I & II 1979 and amended from time to time
up to 90m depth
Rate as per SoR Table No.38 Page No.111 1 RM 446.40 1 RM 446.40

Rate per RM 507.18
Say 507.00
90m to 150m depth

Rate as per SoR Table No.38 Page No.111 1 RM 477.60 1 RM 477.60

Rate per RM 542.63
Say 543.00
48 Supply and fixing of 180mm dia 6 kgs/sqm PVC casing pipe including cost and conveyance of all
materials and labour charges , overheads & contractors profit complete for finished item of work
Rate as per SoR Table No.29 Page No 81 of
PH SOR 1 RM 627 1 RM 627.00
Overheads & Contractors Profit @13.615% 0.13615 627 85.37

Say 712.00
49 Supply and fixing of 180mm dia PVC bore cap including cost and conveyance of all materials and
labour charges , overheads & contractors profit complete for finished item of work
Rate as per SoR Table No.29 Page No 113

of PH SOR 1 RM 300 1 RM 300.00
Overheads & Contractors Profit @13.615% 0.13615 300 40.85

Say 341.00

DATA - Site development and Roads
S.No. Description Quantity Rate Unit

1 Clearing and grubbing road landby mechanical means including uprooting wild vegetation, grass, bush
shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposa
unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m includ
removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause
MORD / MORTH including overhead charges & Contractor profit, complete for finished item of work..
RBR-STCL-2- II A
Unit = 1 sqm
Taking output = 1 hectare
In area of non-thorny jungle (light jungle)
a) Labour
Mate - Day
Mazdoor (Unskilled) 4.160 Day 460.00 1
b) Machinery
Dozer D 50 with attachment or suitable
machinery for removal of trees & stumps 10.00 hour 1635.00 1
Tractor with trolley 3 T HIR-00077 1.00 hour 446.00 1

Rate per 10000 sqm
Rate per 1 sqm
2 Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compactio
back filling and stacking of serviceable material by manual means with all lifts and lead up to 100m as per Techn
Specification Clause 201MORD / MORTH including overhead charges & Contractor profit, complete for finished i
of work.
RBR-STCL-3
Unit: Each
a) Girth above 300 mm to 600 mm
a) labour
Mate - day
Mazdoor (Unskilled) 0.624 day 460.00 1
b) Machinery

Rate for each tree
b) Girth above 600 mm to 900 mm

a) labour
Mate - day
b) Machinery

Rate for each tree
c) Girth above 900 mm to 1800 mm
a) labour
Mate - day
b) Machinery

Rate for each tree
3 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site
embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirement
lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH includ
overhead charges & Contractor profit, complete for finished item of work.
(RBR-EECD-5 ii)
Unit = cum
a) Mazdoor
Mazdoor ( Unskilled) 2.08 Nos. 460.00 1
Add for MAA @ 20% 0.20 956.80
b) Machinery
Dozer D-50 @ 50 cum per hour (cutting with
pushing) 3.60 hours 1635.00 1

Cost for 180 cum
Rate per 1 cum
4 Earthwork excavation for road way in ordinary rock by mechanical means including cutting and pushing
earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accorda
with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as
MOR&H specification No.301 and as directed by the Engineer-in-Charge including overhead charges & Contra
profit, complete for finished item of work.
(RBR-EECD-8 - I c i
Unit = cum
a) Mazdoor
Add for MAA @ 20% 0.20 956.80
b) Machinery
Hydraulic Excavator 0.9 cum bucket capacity
@ 60 cum per hour 3.60 hours 2945.40 1

Cost for 180 cum
Rate per 1 cum
5 Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the
earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slope
accordance with the requirements of lines, grades and cross-sections with lift upto 3 m as per Technical Specifica
Clause 301 MORTH / 302 MORD including overhead charges & Contractor profit, complete for finished item of wor
(RBR-EECD-8 - c ii
Unit = cum
a) Mazdoor
Add for MAA @ 20% 0.20 1435.20
b) Machinery
Dozer D-50 @ 50% of 100 cum per hour 2.16 hours 1635.00 1

Cost for 180 cum
Rate per 1 cum
6 Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bott
and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut r
with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTH includ
overhead charges & Contractor profit, complete for finished item of work.
RBR-EECD-9 i
Unit = cum
Taking output = 180 cum 180.00 cum
a) Labour
Mate - day
Driller 2.00 day 605.00 1
Blaster 0.25 day 605.00 1
Add for MAA @ 20% 0.20 2842.45
b) Machinery
Dozer D-50 @ 30 cum per hour 6.00 hour 1635.00 1
Air compressor, 210 cfm 6.00 hour 1181.90 1
Crew charges 6.00 hour 259.60 1
Jack hammers 12.00 hour 16.50 1
Add for MAA @ 20% 0.20 6424.80
Front end loader 1 cum bucket capacity @ 30
cum / hour 6.00 hour 1701.00 1
Tipper 5.5 cum capacity, 2 trips per hour 16.00 hour 1014.30 1
c) Materials
Gelatine 80 per cent 70.00 kg 60.00 1
Electric Detonators @ 1 detonator for 2
gelatine sticks of 285 gm each 252.00 each 9.00 1

Cost for 180 cum
Rate per 1 cum
7 Excavation for roadway in hard rock (blasting prohibited) by mechanical means including breaking rock, load
in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes
accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302
MORD / 301 MORTH including overhead charges & Contractor profit, complete for finished item of work.
RBR-EECD-9 ii B
Unit = cum
a) Labour
Mate - day
Add for MAA @ 20% 0.20 4784.00
b) Machinery
Hydraulic excavator 0.9 cum with rock
breaker attachment @ 6 cum per hour 6.00 hour 2945.40 1
Tipper 5.5 cum capacity, 1 trip per hour 6.50 hour 1014.30 1

Cost for 36 cum
Rate per 1 cum
8 Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming
bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposa
cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MOR
including overhead charges & Contractor profit, complete for finished item of work.
RBR-EECD-9 iii
Unit = cum
a) Labour
Mate - day
Driller 2.00 day 605.00 1
Blaster 0.50 day 605.00 1
Add for MAA @ 20% 0.20 2993.70
b) Machinery
Dozer D-50 @ 30 cum per hour 6.00 hour 1635.00 1
Air compressor, 210 cfm 6.00 hour 1181.90 1
Jack hammers 12.00 hour 16.50 1
Add for MAA @ 20% 0.20 6424.80
Front end loader 1 cum bucket capacity 6.00 hour 1701.00 1
Tipper 5.5 cum capacity, 4 trips per hour 8.20 hour 1014.30 1
c) Materials
Gelatine 80 per cent 70.00 kg 60.00 1
Electric detonators @ 1 detonator for 2
gelatine stick of 285 gm each 1008.00 each 9.00 1
Cost for 180 cum

Rate per 1 cum
9 Providing and constructing dry rubble rock-toe with rubble and stone chips from dump yard (Spoil Bank) includ
cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to requ
slopes etc., complete with initial lead upto 1 km and all lifts including overhead charges & Contractor profit, comp
Useful rubble and stone chips will be issued at dump yard at the issue rate for usefull rubble / stone chips. Sorting
and breaking charges included in rate analysis.
IRR-DAW-5-9
Unit: 100 cum 100 cum
A.MATERIALS
Useful rubble ( at dump yard ) MAT-00079 100.00 cum 166.00 1
Useful stone chips ( at dump yard )
MAT-00067 15.00 cum 188.00 1
B.MACHINARY
Shovel 0.85 cum 2.00 hour 2658.10 1
Add for MAA @ 20% 0.20 574.60
Tipper 5 cum 6.00 hour 1014.30 1
C.LABOUR
Mason Class-II 7.00 day 500.00 1
work inspector LAB-00010 1.00 day 600.00 1
Stone breaker 2.00 day 500.00 1
mazdoor 21.00 day 460.00 1
Add for MAA @ 20% 0.20 14760.00
Rate per 100 cum
Rate per 1 cum
10 Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75 cm long thro
stones at 1.50 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm s
approved graded aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, lay
to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts includ
overhead charges & Contractor profit, complete for finished item of work..
IRR-DAW-6-8
Unit: 100 Sqm 100 Sqm
A.MATERIALS
Sand (Un-Screened ) 15.30 cum 682.70 1
Coarse aggregate 10 mm down 15.30 cum 944.80 1
Coarse aggregate 40-20 mm 15.30 cum 1252.30 1
Stone chips 9.00 cum 429.30 1
Rough stones ( rubble ) 30 to 45 cm long 57.60 cum 1605.63 1
Through stones 65 to 75 cm long
MAT-00078 44 Nos 60.00 1
B.LABOUR
work inspector LAB-00010 1.00 day 600.00 1
Mason Class-II 10.00 day 500.00 1
mazdoor 33.00 day 460.00 1
Add for MAA @ 20% 0.20 20780.00
Rate per 100 sqm
Rate per 1 sqm
11 Filling with available excavated earth including pre-watering of soil, removal of top soil, spreading soils, break
clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2
MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT
specification 305 (4th revision) including cost and conveyance of all materials , labour charges , overheads
contractors profit etc., complete for finished item of work (Payment will be made based on level for finished item
work).
RBR-EECD-4 -iii
Unit = cum
Taking output = 100 cum 100.00 Cum
a) Labour
Mate - day
Mazdoor (Unskilled) 0.260 day 460.00 1.00
b) Machinery
Hydraulic Excavator 0.9 cum bucket capacity
@ 60 cum per hour (Page No.27 of R&B
SOR) hr 2945.40 1
Motor grader for grading @ 200 cum per hour
(Page No.27 of R&B SoR) 1.00 hour 3192.00 1
Water tanker 6 kl capacity (Page No.27 of
R&B SoR) 4.00 hour 691.00 1
Vibratory Roller 80 - 100 kN (Page No.27 of
R&B SoR) 1.00 hour 2924.90 1
C) Water 24.000 Kl 110.00 1
Total
e) Overheads & Contractors Profit 0.13615 20415.20
Cost for 100 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/100
Rate per cum
Unit Amount
ng wild vegetation, grass, bushes,
uch trees cut earlier and disposal of
oned, upto a lead of 1000 m including
er Technical Specification Clause 201
nished item of work..
Day 1913.60
hour 16350.00
hour 446.00
18709.60
2547.31
21256.91
2.13
Say 2.00
mps & roots, refilling, compaction of

nd lead up to 100m as per Technical
actor profit, complete for finished item
day 287.04
hour 31.22
318.26
43.33
361.59
Say 362.00
day 430.56
hour 93.66
524.22
71.37
595.59
Say 596.00
day 956.80
hour 124.88
1081.68
147.27
1228.95
Say 1229.00
g and pushing the earth to site of

es in accordance with requirements of
.3 MORD / 301 MORTH including
No. 956.80
191.36
Hour 5886.00
7034.16
957.70
7991.86
44.40
Say 44
including cutting and pushing the

ottom and side slopes in accordance
item of work for trench cutting as per
ding overhead charges & Contractor
No. 956.80
191.36
Hour 10603.44
11751.60
1599.98
13351.58
74.18
Say 74
uding cutting and pushing the cut
), trimming bottom and side slopes in
to 3 m as per Technical Specification
t, complete for finished item of work..
No. 1435.20
287.04
Hour 3531.60
5253.84
715.31
5969.15
55.27
Say 55
g and breaking, trimming of bottom

tions, loading and disposal of cut rock
.3.5 MORD / 301 MORTH including
No. 1481.20
No. 1210.00
No. 151.25
568.49
hour 9810.00
hour 7091.40
hour 1557.60
hour 198.00
hour 4867.20
1284.96
hour 10206.00
hour 16228.80
kg 4200.00
each 2268.00
61122.90
8321.88
69444.78
385.80
Say 386
eans including breaking rock, loading
trimming bottom and side slopes in
chnical Specification Clause 302.3.5
or finished item of work.
No. 4784.00
956.80
hour 17672.40
hour 6592.95
30006.15
4085.34
34091.49
946.99
Say 947
g, blasting and breaking, trimming of

oss-sections, loading and disposal of
ause 302.3.5 MORD / 301 MORTH
k.
No. 1481.20
No. 1210.00
No. 302.50
598.74
hour 9810.00
hour 7091.40
hour 1557.60
hour 198.00
hour 4867.20
1284.96
hour 10206.00
hour 8317.26
kg 4200.00
each 9072.00
60196.86
69268.86
384.83
52.39
437.22
Say 437
rom dump yard (Spoil Bank) including
, finishing top and sides to required
charges & Contractor profit, complete
sefull rubble / stone chips. Sorting out
cum 16600.00
cum 2820.00
hour 5316.20
hour 574.60
114.92
hour 6085.80
No. 3500.00
No. 600.00
No. 1000.00
No. 9660.00
2952.00
49223.52
492.24
67.02
559.25
Say 559
ment with 65 to 75 cm long through

ting of sand, 10 mm and 40 mm size
all materials, machinery, labour, laying
d upto 50 m and all lifts including
cum 10445.31
cum 14455.44
cum 19160.19
cum 3863.70
cum 92484.29
No. 2640.00
No. 600.00
No. 5000.00
No. 15180.00
4156.00
167984.93
1679.85
228.71
1908.56
Say 1909
of top soil, spreading soils, breaking

meet requirement of table 300-2 of
nished item of work as per MoRT&H
s , labour charges , overheads and
de based on level for finished item of
day 119.60
hr 0.00
hr 3192.00
hr 2764.00
hr 11699.60
Kl 2640.00
20415.20
2779.53
23194.73
231.95
Say 232.00
DATA - WATER SUPPLY
I DATA WATER SUPPLY
Sn. Description Quantity Rate Unit
### Re-constructing dry rubble rock-toe and filter media for rock-toe consisting of sand 20 mm and 80 mm size graded
aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and
stones and filter aggregates obtained from rock-toe removed for re-construction including cost of all
machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with
initial lead upto50 m and all lifts.
RATE ANALYSIS UNIT : 100

A. MATERIALS:
Sl No particulars Unit Quantity Rate
in Rs.
1 Rubble ( available ) cum 58.20 255.00
2 Stone chips ( available cum 8.70 852.30
3 80-20 mm filter ( availa cum 19.40 342.00
4 20 mm down filter ( ava cum 12.10 342.00
5 Sand ( fresh from quarr cum 9.80 777.70
Add seignorage charges on sand @ ( Included i Rs:
Total cost of Materials Rs:
B. MACHINERY:
Sl No Description Unit Quantity Rate
in Rs.
1 NIL 0.00
0.00
Total hire charges of Machinery Rs:
C. LABOUR:
Sl No Description Unit Quantity Rate
in Rs.
1 work inspector Day 1.00 600.00
2 Mason Cl- II Day 7.00 500.00
3 mazdoor Day 48.00 460.00
Total cost of Labour Rs:
ABSTRACT:
A. Cost of Materials including seignorage char Rs:
B. Hire charges of Machinery Rs:
C. Cost of Labour Rs:
Total Rs:
D.Add for
contractor
's profit
and
overhead
s on
A+B+C 14% Rs:
Total cost 100 cum Rs:
Rate per cum=(A+B+C+D) /100 Rs:
SAY
Earth work excavation (Mechanical Means) in ordinary rock (not requiring blasting) and depositing on bank for all
lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour charges such as
shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work
excluding dewatering charges etc., as per SS 20 B(APSS 308)
BLD-CSTN-2-5
Ordinary rock(not requiring blasting)- Mechanical Means up to 3m depth
Unit : 1 cum
a) Labour
Mazdoor ( Unskilled) 6.24 Nos. 460.00 1.00 No.
Add for MAA @ 20% 0.20 2870.40
b) Machinery
Shovel 0.85 cum 110hp 6.00 hours 2658.10 1.00 Hour
Crew charges 6.00 hours 287.30 1.00 Hour
Add for MAA @ 20% 0.20 1723.80
c&d)
Overheads&Contractors Profit @13.615% 0.13615 21461.64
Cost for 180 cum ( a+b+c+d)
Rate per 1 cum (a+b+c+d) / 180
Rate per 1 cum Say
Earth work excavation for foundations for buildings in hard rock (requiring blasting) and depositing on bank for
all lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour charges such as
BLD-CSTN-2-6
Hard rock (requiring blasting)- up to 3m depth
Unit : 1 cum
a) Labour
Driller 0.50 Nos. 605.00 1 No.
Blaster 0.25 Nos. 605.00 1 No.
Mazdoor ( Unskilled) 8.35 Nos. 460.00 1 No.
Add for AAA @ 20% 0.20 4294.75
b) Machinery
Air compressor 7cmm (diesel) 1.00 hour 1181.90 1 Hour
Jack hammer/Pneumatic braker 2.00 hours 16.50 1 Hour
Crew charges
Air compressor 1.00 Hours 259.60 1 Hour
Jack hammer/Pneumatic braker 2.00 Hours 405.60 1 Hour
Add MA on crew charges 0.20 1070.80
c)Material
Gelatin 80% 3.50 Kgs 60.00 1 Kg
Detonator electric 14 Nos. 9.00 1 No.
c&d)
Rate per 1 cum Say
### Earth work excavation for foundations for buildings in hard rock (blasting prohibited) and depositing on bank for
all lifts and with an initial lead of 10m and up to 3m depth including all operational,incidental, labour charges such as
BLD-CSTN-2-7
Hard rock (blasting prohibited)- up to 3m depth
Unit : 1 cum
a) Labour
Add for MAA @ 20% 0.20 2392.00
b) Machinery
Crew charges
Add for MAA @ 20% 0.20 6424.80
c&d)
Rate per 1 cum Say
### Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of
embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of
lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH including overhead
charges & Contractor profit, complete for finished item of work.
(RBR-EECD-5 ii)
Unit = cum
a) Mazdoor
Add for MAA @ 20% 0.20 956.80
b) Machinery
Dozer D-50 @ 50 cum per hour (cutting with
pushing) 3.60 hours 1635.00 1 Hour
c&d)
0.13615
Say
### Excavation in hard rock and boulders more than 3 cum in size by controlled blasting with initial leads & lifts and
requireing the excavated material from the site immediatley and dumped as diverted as diverted by the Engineer in
charge etc, complete as per standard specifications and Directed by the Engineer-in-charge .
Unit - One Cum

1.00 Rate of 392.90 1.00 Cum 392.90
earth
work as
per
-1.00 Deduct 124.30 1.0 Cum -124.30
For RR
OTG
-1.00 Deduct
Stone 45.00 1.00 Cum -45.00
Cost of
Seinorage
charges 223.60
Total 224.00
Rate per
1 CUM
Amount
and 80 mm size graded

m approved quarry and
n including cost of all
shing etc. complete with
cum
Amount
in Rs.
14841.00
7415.01
6634.80
4138.20
7621.46
0.00
40650.47
Amount
in Rs.
0.00
Amount
in Rs.
600.00
3500.00
22080.00
26180.00
40650.47
0.00
26180.00
66830.47
9356.27
76186.74
761.87
762.00
depositing on bank for all

l, labour charges such as
or finished item of work
2870.40
574.08
15948.60
1723.80
344.76
21461.64
2922.00
24383.64
135.46
135
nd depositing on bank for

al, labour charges such as
302.50
151.25
3841.00
858.95
1181.90
33.00
259.60
811.20
214.16
210.00
126.00
7989.56
1087.78
9077.34
907.73
908
and depositing on bank for

al, labour charges such as
2392.00
478.40
7091.40
198.00
1557.60
4867.20
1284.96
17869.56
2432.94
20302.50
2030.25
2030
hing the earth to site of
ance with requirements of
ORTH including overhead
956.80
191.36
5886.00
7034.16
957.70
7991.86
44.40
44
th initial leads & lifts and

verted by the Engineer in
Input data
SSR20-21 OHSR yes
OHSR Capacity 100000
Stand Staging 10
Staging 12.75 12.75,9.60
Valv Ch 0.90 11507
Vlav Ch1.05 15691
Valv Ch1.20 23630 B
Valves 50% add no 0
Basic rate 23.590 OHSR
Cement rate 3680.00 Inlet 150
Steel rate 41000.00 Oulet 150
PH SSR Cem rate 3672.00 Over flow 150
PH SSR steel rate 39000.00
100000 Lts Capacity OHSR

Construction of 1 lakh liters capacity OHSR with 12.75m staging
M.W.L 15.60 Free board 0.15
L.W.L 12.750 Dead storge 0.15
G.L 0.00
Inlet pipe Outlet pipe Scour pipe Over flow
Rec.dia 150 200 80 150

2 Mt pipe 7 6 6 7
0.90 Mt pipe 1 0 0 1
0.60 Mt pip 2 2 2 2
Duck foot ben 1 1 1 1
Tail Piece 1 0 0 1
Bell mouth 1 0 1 1
90o D/f bend 1 0 0 1
Sluice valve 1 1 1 0
Semicircular 0 0 1 0
Total
CI Sp.Cost 63571 69793 25471 63571 222406
Sluice valves 21421 31474 10418 0 63313
Wind Velocit 250 KMPH Velocity 69.44
Construction 100000 Lts capacity OHSR wi 12.75 Mts staging
Construction of 1 lakh liters capacity OHSR with 12.75m staging
Construction of 100000 litres capacity OHSR with 12.75 m staging with Raft foundation ,plastering with CM(1
coats of Weather proof emulsion painting for external surfaces, and 3 coats of epoxy paint to inner surface o
reservoir including roof dome, lettering as per Dept Direction, S/Fof the CI D/F Pipes verticals, vlaves, Executio
per Design and drawigns supplied by the Dept., including the cost and conveyance of the all materials , Ben
Specials Etc complete including the following.- M30 Grade Concrete
1 All concrete members shall be designed with M30 grade design mix.
2 Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including
3 The above rates shall be adopted for estimate purposes for construction of ELSR for a finished work including 2 c
of whether proof emulsion painting for external surfaces, lettering, all required fixtures, pipes, bends, valves etc
pipe connections but excluding cost of pipes, bends and valves as per departmental designs and drawings.
4 Fixtures shall include :
a. RCC or Aluminium ladder inside 0.60 m wide.
b. Spiral staircase on the outside shall be provided up to 200KL. Above 200KL capacity dog legged staircase sha
provided with staircase flight width of 1.0mts and landing width of 1.20mts with S.S railing up to 1.0 height.
c. Lightening arrestor, including conductor and earthling etc.
d. RCC ventilators with copper or stainless steel fly proof mesh.
e. D.I Manholes frame and cover 0.60x0.60 m as per IS specifications (light duty) - 2 Nos.
f. Water level indicator of good quality with ebonite/ copper float approved pattern - 1 No.
g. The ladder shall be with M.S ladder and Verticals with HDPE of 10kg/Sqcm shall be provided for single col
OHSRs only.
h. The railing provided to the gallery and stair case shall be with stainless steel of grade 304 for a height of 1.20mts.
i. The dog legged staircase shall be enclosed with brick/CRS wall on three sides and front side with M.S collap
gate up to 1st brace level from ground level to prevent unauthorized entry.
j. D.I swan neck ventilators shall be provided in top dome and slab
k. The above rates are exclusive of all inlet, out let connection and valves. All valves
near inlet, out let and for scour of ELSRs shall be D.I valves of heavy duty confirming
to the specification of SoR item No.28
A) Basic cost 100000 X 23.59
B) Add for increse in price of cement

3680 3672 0.07 2359000
3900
C) Add for increase/ Decrease in price of Steel
41000 39000 0.2 2359000
43500
E) Add for staging above 10Mts by .10 paise per Lts.

10 12.75 0.1
E) Add or deduct for Wind Pressure

289.31 250 5 2359000
( 100 X 100)
G) Cost of CI Specials
H) Cost of D.I Butter fly valves 3 Nos
I) Cost of valve chambers 3 Nos

1 No 11,507.00 2 Nos 15,691.00
J) Add Overheads and C.P 13.615%
Total:
Rate per lt रु 31.60

75m staging
Pressure 289.31
Mts staging
Est.Cost Rs 3159507
foundation ,plastering with CM(1:3) 2
f epoxy paint to inner surface of the
Pipes verticals, vlaves, Execution as
yance of the all materials , Bends ,
urface of the Reservoir including roof.

R for a finished work including 2 coats
ixtures, pipes, bends, valves etc., for
ntal designs and drawings.
apacity dog legged staircase shall be

S railing up to 1.0 height.
2 Nos.
1 No.
shall be provided for single column
rade 304 for a height of 1.20mts.
s and front side with M.S collapsible
s
ming
: Rs 2359000
: Rs 359.76
: Rs 24195
: Rs
: Rs 27500
: Rs 46366
: Rs 222406
: Rs 63313
: Rs 42889
Total 2786029
373478
: Rs 3159507
ABSTRACT ESTIMATE FOR CIVIL WORKS
A
HOSPITAL BUILDING K MALE RESIDENTS HOSTEL U OPEN AIR THEATER AE 7 LAKH LITERS SUMP
B
SERVICES BLOCK L MALE INTERNEES HOSTEL V AMBULANCE SHED AF 2 LAKH LITERS SUMP
C NURSES HOSTEL FOR HOSPITAL
MEDICAL COLLEGE M W KITCHEN & DINNING AG 1.5 LAKH LITERS SUMP
STAFF
D
NURSING COLLEGE N NURSES HOSTEL FOR COLLEGE X MEDICAL GAS PLAT ROOM AH 1.0 LAKH LITERS SUMP
E UG GIRLS HOSTEL 1ST & 2ND
O TEACHING STAFF QUARTERS Y CENTRAL DRUG STORE AI CC ROAD
YEAR
UG GIRLS HOSTEL 3RD TO 5TH
F P NON-TEACHING STAFF QUARTERS Z GUEST HOUSE AJ STROM WATER DRAINS
YEAR
G FEMALE RESIDENTS HOSTEL Q WORKING NURSES QUARTERS AA SECURITY ROOM AK BOX CULVERT
H FEMALE INTERNEES HOSTEL R MORTUARY BUILDING AB 500 KLD STP AL SLAB CULVERT
UG BOYS HOSTEL 1ST & 2ND INLET CHAMBER AND

I S BIO MEDICAL WASTE BUILDING AC 75 KLD STP AM
YEAR COLLECTION SUMP
UG BOYS HOSTEL 3RD TO 5TH
J T DHARMASALA/NIGHT SHELTER AD 75 KLD ETP AN COMPOUND WALL
YEAR
TOTAL Unit Amount

S. No. Description of Work Rate
QUANTITY (in words) (Rs.)
1 Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on bank for all lifts and with an initial lead of 10m and up to 3m 55562.00 CUM ONE CUM 107.00 5945134
depth including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of
work excluding dewatering charges etc., as per SS 20 B(APSS 308)
A B C D E F G H I J
15374.00 542.00 7433.00 1846.00 1060.00 4768.00 933.00 467.00 1306.00 1889.00
K L M N O P Q R S T
551.00 456.00 653.00 653.00 1063.00 987.00 987.00 153.00 191.00 343.00
U V W X Y Z AA AB AC AD
28.00 98.00 967.00 135.00 767.00 388.00 60.00 194.00 100.00 100.00
AE AF AG AH AI AJ AK AL AM AN
191.00 148.00 117.00 117.00 6091.00 1823.00 1409.00 19.00 240.00 915.00
2 Filling with carted gravel in trenches,sides of foundations and basement with initial lead in layers not exceeding 15cm thick,watering and ramming including cost and 29386.00 CUM ONE CUM 268.00 7875448
conveyance of water to work site and all peraitonal,incidental, labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of
work(APSS NO.309&310)
A B C D E F G H I J
602.00 4188.00 2900.00 1534.00 1730.00 1334.00 1081.00 2106.00 823.00
K L M N O P Q R S T
858.00 686.00 959.00 959.00 1977.00 1560.00 1560.00 317.00 94.00 261.00
511.00 115.00 854.00 155.00 665.00 230.00 46.00 0.00 0.00 0.00
TOTAL Unit Amount
567.00 440.00 137.00 137.00 0.00 0.00 0.00 0.00 0.00 0.00
3 Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 31003.00 CUM ONE CUM 33.00 1023099
15cm thick, watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P etc., and
overheads & contractors profit complete for fnished item of work (APSS NO.309&310)
A B C D E F G H I J
12299.00 434.00 3717.00 879.00 530.00 2384.00 467.00 223.00 653.00 945.00
K L M N O P Q R S T
263.00 228.00 327.00 327.00 532.00 494.00 494.00 122.00 153.00 275.00
28.00 49.00 774.00 108.00 384.00 311.00 30.00 332.00 0.00 0.00
0.00 0.00 0.00 0.00 646.00 0.00 0.00 0.00 1523.00 1072.00
4 Conveyance of un-useful excavated earth to a distance of 5 KM for disposal including hire charges of T & P, labour charges etc., and overheads & contractors profit 4721.00 CUM ONE CUM 92.00 434332
A B C D E F G H I J
4721.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00
5 Supply and placing of Plain Cement Concrete M 7.5 grade for foundations using coarse aggregate 40mm size hard, machine crushed granite from approved quarry 8333.00 CUM ONE CUM 2557.00 21307481
using batching and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site including
all operational, incidental and labour charges, transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete for finished item of work (APSS
No. 402)
A B C D E F G H I J
901.00 42.00 662.00 151.00 60.00 300.00 55.00 34.00 72.00 117.00
K L M N O P Q R S T
33.00 155.00 36.00 36.00 60.00 57.00 57.00 13.00 13.00 26.00
5.00 7.00 78.00 10.00 63.00 35.00 5.00 58.00 27.00 27.00
118.00 43.00 43.00 43.00 4867.00 0.00 0.00 0.00 24.00 0.00
6 Supply and placing of Plain Cement Concrete M 5 grade for foundations using coarse aggregate 40mm size hard, machine crushed granite from approved quarry 5398.00 CUM ONE CUM 2421.00 13068558
using batching and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site
including all operational, incidental and labour charges, transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete for finished item of
work (APSS No. 402)
A B C D E F G H I J
900.00 120.00 1400.00 195.00 97.00 217.00 76.00 81.00 137.00 163.00
K L M N O P Q R S T
51.00 48.00 69.00 69.00 140.00 103.00 103.00 52.00 41.00 49.00
74.00 28.00 166.00 26.00 138.00 47.00 12.00 0.00 0.00 0.00
TOTAL Unit Amount
0.00 0.00 0.00 0.00 337.00 245.00 0.00 0.00 0.00 214.00
7 Supply and placing of Vibrated Plain Cement Concrete M 10 grade using 40mm, 20mm and 10mm size machine crushed hard granite metal (coarse aggregate) in 5140.00 CUM ONE CUM 3050.00 15677000
(2:2:1) ratio from approved quarry using batching and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials like cement, sand, coarse
aggregate, water etc. to site including all operational, incidental and labour charges, transporting concrete in transit mixer, vibrating, curing etc., and overheads &
contractors profit complete for finished item of work for footings and basement (APSS No. 402)
A B C D E F G H I J
372.00 46.00 0.00 214.00 70.00 221.00 85.00 95.00 87.00 149.00
K L M N O P Q R S T
110.00 50.00 44.00 44.00 120.00 99.00 99.00 61.00 61.00 65.00
107.00 19.00 57.00 20.00 51.00 22.00 21.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 1049.00 0.00 0.00 931.00 0.00 771.00
8 Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with cement content of 380 kgs per 1 cum of concrete using batching and
mixing plant of 15 cum per hour capacity with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to
Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, centering using steel
scaffolding pipes , jack props , wallers , foot plates , brackets , steel centering plates etc., including all operational, incidental and labour charges such as weigh batching,
machine mixing, lifting of concrete manually, laying concrete, vibrating, curing etc., and overheads & contractors profit complete but excluding cost of steel and its
a) Footings 9119.80 CUM ONE CUM 6413.00 58485277

A B C D E F G H I J
3782.00 126.00 2010.00 151.00 130.00 771.00 181.00 129.00 169.00 197.00
K L M N O P Q R S T
68.00 75.00 85.00 85.00 210.00 163.00 163.00 23.00 20.00 62.00
5.80 9.00 191.00 16.00 117.00 67.00 6.00 0.00 0.00 0.00
108.00
b) Raft Concrete 3922.00 CUM ONE CUM 5763.00 22602486

A B C D E F G H I J
1564.00 9.00 1246.00 0.00 80.00 336.00 0.00 0.00 95.00 223.00
K L M N O P Q R S T
0.00 49.00 48.00 48.00 0.00 0.00 0.00 0.00 0.00 5.00
0.00 0.00 0.00 0.00 40.00 33.00 0.00 0.00 73.00 73.00
0.00
c) Column Pedestals 1074.60 CUM ONE CUM 6967.00 7486738

A B C D E F G H I J
239.00 17.00 138.00 57.00 24.00 88.00 32.00 32.00 34.00 48.00
K L M N O P Q R S T
18.00 17.00 17.00 17.00 28.60 32.00 32.00 13.00 14.00 18.00
6.00 9.00 37.00 9.00 29.00 13.00 9.00 0.00 0.00 0.00
TOTAL Unit Amount
47.00
d) Plinth Beams 1823.00 CUM ONE CUM 7052.00 12855796

A B C D E F G H I J
374.00 83.00 523.00 68.00 31.00 68.00 17.00 22.00 41.00 53.00
K L M N O P Q R S T
12.00 17.00 21.00 21.00 67.00 40.00 40.00 23.00 16.00 21.00
4.00 9.00 54.00 11.00 47.00 17.00 5.00 3.00 1.00 1.00
113.00
e) Base Slab of various thicknesses 1246.00 CUM ONE CUM 5763.00 7180698
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 275.00 0.00 0.00
164.00 109.00 109.00 109.00 0.00 264.00 172.00 0.00 44.00 0.00
f) Haunch 14.70 CUM ONE CUM 5226.00 76822

A B C D E F G H I J
K L M N O P Q R S T
4.80 3.30 3.30 3.30 0.00 0.00 0.00 0.00 0.00 0.00
mixing plant of 15 cum per hour capacity with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part
8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, centering using casurina
ballies, bamboos, wooden reapers, runners, wood posts, wall plates etc., including all operational, incidental and labour charges ,transporting concrete using transit
mixer, lifting concrete mechnically, laying concrete using concrete pump, vibrating, curing , overheads & contractors profit etc., complete but excluding cost of steel and its
a) Columns :
ii) Un supported height up to 3.66 m
First Floor : 1378.80 CUM ONE CUM 9782.00 13487422

A B C D E F G H I J
210.00 46.00 0.00 101.00 54.00 168.00 39.00 52.00 81.00 89.00
K L M N O P Q R S T
26.00 29.00 42.00 42.00 43.00 41.00 41.00 0.00 21.00 24.00
4.00 8.00 53.00 0.00 35.00 17.00 7.00 3.60 2.00 2.00
6.00 1.40 1.40 1.40 0.00 0.00 0.00 0.00 0.00 88.00
TOTAL Unit Amount
Second Floor : 616.00 CUM ONE CUM 10022.00 6173552
A B C D E F G H I J
0.00 20.00 0.00 55.00 59.00 84.00 31.00 40.00 41.00 58.00
K L M N O P Q R S T
14.00 14.00 21.00 21.00 27.00 25.00 25.00 0.00 0.00 16.00
0.00 0.00 40.00 0.00 14.00 11.00 0.00 0.00 0.00 0.00
Third Floor : 592.00 CUM ONE CUM 10261.00 6074512

A B C D E F G H I J
0.00 20.00 0.00 55.00 59.00 84.00 31.00 40.00 41.00 58.00
K L M N O P Q R S T
14.00 14.00 21.00 21.00 27.00 25.00 25.00 0.00 0.00 2.00
0.00 0.00 40.00 0.00 4.00 11.00 0.00 0.00 0.00 0.00
Fourth Floor : 459.00 CUM ONE CUM 10501.00 4819959

A B C D E F G H I J
0.00 15.00 0.00 43.00 25.00 84.00 3.00 40.00 41.00 58.00
K L M N O P Q R S T
14.00 14.00 21.00 21.00 27.00 25.00 25.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00
Fifth Floor : 447.00 CUM ONE CUM 10741.00 4801227

A B C D E F G H I J
0.00 0.00 43.00 20.00 25.00 84.00 0.00 40.00 41.00 58.00
K L M N O P Q R S T
3.00 14.00 21.00 21.00 27.00 25.00 25.00 0.00 0.00 0.00
Sixth Floor : 304.00 CUM ONE CUM 10981.00 3338224

A B C D E F G H I J
0.00 0.00 0.00 0.00 25.00 84.00 0.00 6.00 41.00 58.00
K L M N O P Q R S T
0.00 3.00 5.00 5.00 27.00 25.00 25.00 0.00 0.00 0.00
Seventh Floor : 85.00 CUM ONE CUM 11219.00 953615

A B C D E F G H I J
0.00 0.00 0.00 0.00 22.00 19.00 0.00 0.00 5.00 19.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 4.00 8.00 8.00 0.00 0.00 0.00
TOTAL Unit Amount
Eight Floor : 7.00 CUM ONE CUM 11459.00 80213

A B C D E F G H I J
7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
b) Roof Beams :

A B C D E F G H I J
0.00 48.00 0.00 61.00 35.00 77.00 16.00 46.00 49.00 58.00
K L M N O P Q R S T
21.00 20.00 25.00 25.00 54.00 29.00 29.00 0.00 15.00 23.00
4.00 0.00 0.00 0.00 42.00 17.00 5.00 6.70 1.00 1.00
18.10 4.90 4.90 4.90 0.00 0.00 0.00 0.00 2.80 0.00

A B C D E F G H I J
0.00 38.00 0.00 61.00 70.00 77.00 28.00 46.00 49.00 52.00
K L M N O P Q R S T
20.00 20.00 25.00 25.00 54.00 29.00 29.00 0.00 0.00 23.00
0.00 0.00 0.00 0.00 18.00 17.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 38.00 0.00 61.00 70.00 77.00 28.00 46.00 49.00 54.00
K L M N O P Q R S T
20.00 20.00 25.00 25.00 54.00 29.00 29.00 0.00 0.00 4.00
0.00 0.00 7.00 0.00 7.00 17.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 16.00 0.00 42.00 30.00 77.00 4.00 46.00 49.00 54.00
K L M N O P Q R S T
20.00 20.00 25.00 25.00 54.00 29.00 29.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
A B C D E F G H I J
0.00 0.00 75.00 31.00 30.00 77.00 0.00 46.00 49.00 54.00
K L M N O P Q R S T
6.00 20.00 25.00 25.00 54.00 29.00 29.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 30.00 77.00 0.00 4.00 49.00 54.00
K L M N O P Q R S T
0.00 6.00 5.00 5.00 54.00 29.00 29.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 14.00 20.00 0.00 0.00 5.00 13.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 4.00 8.00 8.00 0.00 0.00 0.00

A B C D E F G H I J
5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
c) ROOF SLABS :
i) Roof Slabs 125mm thick :
First Floor : 7680.00 SQM ONE SQM 955.00 7334400

A B C D E F G H I J
0.00 52.00 0.00 274.00 100.00 359.00 570.00 562.00 333.00 876.00
K L M N O P Q R S T
307.00 340.00 167.00 167.00 732.00 556.00 556.00 0.00 345.00 360.00
71.00 0.00 0.00 0.00 0.00 327.00 73.00 0.00 22.00 22.00
77.00 144.00 144.00 144.00 0.00 0.00 0.00 0.00 0.00 0.00
Second Floor : 6677.00 SQM ONE SQM 978.00 6530106

TOTAL Unit Amount
A B C D E F G H I J
0.00 52.00 0.00 274.00 200.00 359.00 570.00 622.00 333.00 871.00
K L M N O P Q R S T
203.00 354.00 167.00 167.00 732.00 556.00 556.00 0.00 0.00 360.00
0.00 0.00 0.00 0.00 0.00 301.00 0.00 0.00 0.00 0.00
Third Floor : 6485.00 SQM ONE SQM 1000.00 6485000

A B C D E F G H I J
0.00 52.00 0.00 274.00 200.00 359.00 570.00 622.00 333.00 870.00
K L M N O P Q R S T
203.00 354.00 167.00 167.00 732.00 556.00 556.00 0.00 0.00 39.00
0.00 0.00 79.00 0.00 51.00 301.00 0.00 0.00 0.00 0.00
Fourth Floor : 5468.00 SQM ONE SQM 1023.00 5593764

A B C D E F G H I J
0.00 129.00 0.00 127.00 197.00 359.00 52.00 622.00 333.00 870.00
K L M N O P Q R S T
203.00 354.00 167.00 167.00 732.00 556.00 556.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 44.00 0.00 0.00 0.00 0.00
Fifth Floor : 5624.00 SQM ONE SQM 1046.00 5882704

A B C D E F G H I J
0.00 0.00 307.00 351.00 197.00 359.00 0.00 622.00 333.00 870.00
K L M N O P Q R S T
53.00 354.00 167.00 167.00 732.00 556.00 556.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 197.00 359.00 0.00 76.00 333.00 870.00
K L M N O P Q R S T
0.00 53.00 71.00 71.00 732.00 556.00 556.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 154.00 428.00 0.00 0.00 71.00 193.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 57.00 126.00 126.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
74.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
ii) Roof Slabs 150mm thick :

A B C D E F G H I J
537.00 776.00 137.00 1085.00 627.00 1573.00 15.00 617.00 573.00 226.00
K L M N O P Q R S T
407.00 15.00 287.00 287.00 14.00 14.00 14.00 0.00 0.00 14.00
0.00 0.00 0.00 0.00 582.00 15.00 0.00 137.00 51.00 51.00
476.00 8.00 8.00 0.00 0.00 0.00 0.00 0.00 256.00 0.00

A B C D E F G H I J
537.00 437.00 137.00 1085.00 1412.00 1190.00 15.00 15.00 871.00 226.00
K L M N O P Q R S T
407.00 15.00 436.00 436.00 14.00 14.00 14.00 0.00 0.00 14.00
0.00 0.00 0.00 0.00 493.00 15.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
537.00 437.00 137.00 1142.00 1412.00 1188.00 15.00 15.00 871.00 226.00
K L M N O P Q R S T
407.00 15.00 436.00 436.00 14.00 14.00 14.00 0.00 0.00 21.00
0.00 0.00 47.00 0.00 0.00 15.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
537.00 61.00 80.00 595.00 288.10 1188.00 32.00 15.00 871.00 226.00
K L M N O P Q R S T
407.00 15.00 436.00 436.00 14.00 14.00 14.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 21.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
537.00 0.00 163.00 89.00 546.00 1188.00 0.00 15.00 871.00 226.00
K L M N O P Q R S T
32.00 15.00 436.00 436.00 14.00 14.00 14.00 0.00 0.00 0.00
Sixth Floor : 3599.00 SQM ONE SQM 1179.00 4243221

A B C D E F G H I J
537.00 0.00 0.00 0.00 546.00 1188.00 0.00 59.00 871.00 226.00
K L M N O P Q R S T
0.00 32.00 49.00 49.00 14.00 14.00 14.00 0.00 0.00 0.00
Seventh Floor : 817.00 SQM ONE SQM 1200.00 980400

A B C D E F G H I J
455.00 0.00 0.00 0.00 93.00 0.00 0.00 0.00 49.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 36.00 92.00 92.00 0.00 0.00 0.00
Eighth Floor : 29.00 SQM ONE SQM 1224.00 35496

A B C D E F G H I J
29.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
iii) Roof Slabs 175mm thick :

A B C D E F G H I J
0.00 42.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.20 0.00 0.00
8.00 8.00 8.00 8.00 0.00 0.00 318.00 0.00 0.00 0.00

A B C D E F G H I J
TOTAL Unit Amount
0.00 42.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
0.00 42.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 444.00 0.00 0.00 0.00

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 278.00 0.00 0.00 0.00

A B C D E F G H I J
K L M N O P Q R S T
d) Side walls
i) 100mm thick side walls 1627.00 SQM ONE SQM 1848.00 3006696
A B C D E F G H I J
K L M N O P Q R S T
TOTAL Unit Amount
0.00 0.00 0.00 0.00 0.00 1627.00 0.00 0.00 0.00 0.00
ii) 125mm thick side walls 2255.00 SQM ONE SQM 2026.00 4568630
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 2255.00 0.00 0.00 0.00 0.00

First Floor for Retaining wall 8416.00 SQM ONE SQM 2204.00 18548864
A B C D E F G H I J
K L M N O P Q R S T
1.00 1.00 1.00 1.00 0.00 6509.00 1903.00 0.00 0.00 0.00
Second Floor for Water Tank Side 28.00 SQM ONE SQM 2204.00 61712
Walls
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 28.00 0.00 0.00 0.00 0.00
Third Floor for Water Tank Side 65.00 SQM ONE SQM 2204.00 143260
Walls
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00
0.00 0.00 37.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Fourth Floor for Water Tank Side 142.00 SQM ONE SQM 2204.00 312968
Walls
A B C D E F G H I J
0.00 89.00 0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00
K L M N O P Q R S T
23.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
Fifth Floor for Water Tank Side 247.00 SQM ONE SQM 2204.00 544388
Walls
A B C D E F G H I J
0.00 0.00 208.00 39.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
Sixth Floor for Water Tank Side 156.00 SQM ONE SQM 2204.00 343824
Walls
A B C D E F G H I J
0.00 0.00 0.00 0.00 0.00 0.00 0.00 61.00 0.00 0.00
K L M N O P Q R S T
0.00 23.00 36.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00
Seventh Floor for Water Tank Side 555.00 SQM ONE SQM 2204.00 1223220
Walls
A B C D E F G H I J
0.00 0.00 0.00 0.00 76.00 106.00 0.00 0.00 36.00 124.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 33.00 90.00 90.00 0.00 0.00 0.00
Eighth Floor for Water Tank Side 26.00 SQM ONE SQM 2204.00 57304
Walls
A B C D E F G H I J
26.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
iv) 200mm thick Side walls 168.00 SQM ONE SQM 2559.00 429912
A B C D E F G H I J
K L M N O P Q R S T
TOTAL Unit Amount
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 0.00
v) 230mm thick Side walls

Cellar/ First Floor Retaining Wall 936.00 SQM ONE SQM 2559.00 2395224
A B C D E F G H I J
0.00 0.00 659.00 13.00 30.00 0.00 13.00 15.00 29.00 12.00
K L M N O P Q R S T
7.00 7.00 15.00 15.00 12.00 19.00 19.00 0.00 0.00 7.00
0.00 0.00 0.00 0.00 16.00 0.00 0.00 24.00 12.00 12.00
vi) 250mm thick Side walls 360.00 SQM ONE SQM 2773.00 998280
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 360.00 0.00
vii) 300mm thick Side walls 561.00 SQM ONE SQM 6474.00 3631914
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 279.00 279.00
viii) 450mm thick Side walls 1351.00 SQM ONE SQM 3983.00 5381033
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 535.00 18.00 18.00
338.00 185.00 145.00 112.00 0.00 0.00 0.00 0.00 0.00 0.00
mixing plant of 15 cum per hour capacity with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part
8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, centering using steel
scaffolding pipes , jack props , wallers , foot plates , brackets , steel centering plates etc., including all operational, incidental and labour charges ,transporting concrete using
transit mixer, lifting concrete mechnically, laying concrete using concrete pump, vibrating, curing , overheads & contractors profit etc., complete but excluding cost of steel
and its fabrication charges for finished item of work (APSS No. 402)
a) Columns :
i un supported height up to 4.27 m :
TOTAL Unit Amount
A B C D E F G H I J
1447.00 0.00 539.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 6.00 40.00 15.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
1110.00 0.00 454.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 40.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
1110.00 0.00 454.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
1110.00 0.00 274.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
1167.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
661.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
230.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 39.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
0.00 0.00 39.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
ii un supported height up to 7.32 m :

TOTAL Unit Amount
A B C D E F G H I J
26.00 0.00 58.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 30.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 31.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
b) Roof Beams :
i un supported height up to 4.27 m

A B C D E F G H I J
713.00 0.00 666.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 10.00 45.00 11.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
772.00 0.00 404.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 45.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
758.00 0.00 404.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
758.00 0.00 164.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
K L M N O P Q R S T

A B C D E F G H I J
758.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
400.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
176.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 351.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 167.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
0.00 0.00 167.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
23.00 0.00 19.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 28.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
c) Roof Slabs 125mm thick


A B C D E F G H I J
1359.00 0.00 358.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 190.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
1359.00 0.00 358.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
1359.00 0.00 358.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
1359.00 0.00 230.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
1041.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
1095.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
67.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
275.00 0.00 493.00 51.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 460.00 0.00 0.00
d) Roof Slabs 150mm thick


A B C D E F G H I J
10183.00 0.00 7187.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 1343.00 264.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
9733.00 0.00 4772.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 1363.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
9630.00 0.00 4772.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
9630.00 0.00 3193.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
A B C D E F G H I J
9630.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
2894.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
1480.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
0.00 0.00 1123.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
0.00 0.00 1207.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
iii un supported height up to 7.32 m :

A B C D E F G H I J
384.00 0.00 324.00 136.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
K L M N O P Q R S T
0.00 0.00 0.00 0.00 491.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 346.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
e) Roof Slabs 175mm thick


A B C D E F G H I J
371.00 0.00 336.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
371.00 0.00 411.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
371.00 0.00 411.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
371.00 0.00 244.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
371.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
324.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
Sevent Floor : 146.00 SQM ONE SQM 1653.00 241338

A B C D E F G H I J
146.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
f) Inclined Slab Slab 125mm thick :
i Third Floor : 0.00 SQM ONE SQM 1712.00 0

A B C D E F G H I J
K L M N O P Q R S T

A B C D E F G H I J
0.00 365.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

TOTAL Unit Amount
A B C D E F G H I J
0.00 0.00 966.00 585.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
1050.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
11 Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with cement content of 380 kgs per 1 cum of concrete using weigh batcher /
mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including
cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, centering using casurina ballies, bamboos, wooden reapers,
runners, wood posts, wall plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete mechanically, laying
concrete, vibrating, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)
Lintels

A B C D E F G H I J
16.00 4.00 14.00 6.00 4.00 2.00 1.00 2.00 10.00 1.00
K L M N O P Q R S T
1.00 1.00 5.00 5.00 1.00 1.00 1.00 3.00 3.00 1.00
1.00 1.00 7.00 2.00 2.00 2.00 2.00 0.00 0.00 0.00

A B C D E F G H I J
36.00 4.00 22.00 6.00 11.00 12.00 4.00 5.00 7.00 12.00
K L M N O P Q R S T
2.00 2.00 4.00 4.00 3.00 4.00 4.00 0.00 0.00 3.00
0.00 0.00 3.00 0.00 5.00 2.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
39.00 2.00 21.00 7.00 11.00 13.00 4.00 5.00 7.00 6.00
K L M N O P Q R S T
2.00 2.00 4.00 4.00 3.00 4.00 4.00 0.00 0.00 1.00
0.00 0.00 1.00 0.00 0.20 2.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
37.00 1.00 15.00 4.00 5.00 13.00 1.00 5.00 7.00 6.00
K L M N O P Q R S T
2.00 2.00 4.00 4.00 3.00 4.00 4.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.00

A B C D E F G H I J
37.00 0.00 2.00 1.00 5.00 13.00 0.00 5.00 7.00 6.00
K L M N O P Q R S T
1.00 2.00 4.00 4.00 3.00 4.00 4.00 0.00 0.00 0.00

A B C D E F G H I J
26.00 0.00 0.00 0.00 5.00 13.00 0.00 1.00 7.00 6.00
K L M N O P Q R S T
0.00 1.00 1.00 1.00 3.00 4.00 4.00 0.00 0.00 0.00

A B C D E F G H I J
7.00 0.00 0.00 0.00 1.00 3.00 0.00 0.00 1.00 1.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00
Eighth Floor : 1.00 CUM ONE CUM 14003.00 14003

A B C D E F G H I J
1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
12 Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with cement content of 380 kgs per 1 cum of concrete using weigh batcher /
mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including
cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site, centering using casurina ballies , bamboos , wooden reapers ,
runners , wood posts , wall plates etc., for 60cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including all
operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing, overheads & contractors profit
complete etc., but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402, 403 & 903)
First Floor : 1150.00 RM ONE RM 472.00 542800
A B C D E F G H I J
149.00 64.00 434.00 62.00 47.00 18.00 6.00 11.00 63.00 7.00
K L M N O P Q R S T
8.00 8.00 32.00 32.00 2.00 0.00 0.00 26.00 25.00 22.00
11.00 4.00 54.00 34.00 15.00 16.00 0.00 0.00 0.00 0.00
Second Floor : 1541.00 RM ONE RM 495.00 762795

A B C D E F G H I J
404.00 73.00 303.00 62.00 57.00 149.00 0.00 20.00 57.00 36.00
K L M N O P Q R S T
17.00 0.00 29.00 29.00 26.00 29.00 29.00 0.00 0.00 33.00
0.00 0.00 108.00 0.00 62.00 18.00 0.00 0.00 0.00 0.00
Third Floor : 1318.00 RM ONE RM 512.00 674816

A B C D E F G H I J
435.00 33.00 306.00 77.00 57.00 144.00 0.00 20.00 57.00 6.00
K L M N O P Q R S T
17.00 0.00 29.00 29.00 26.00 29.00 29.00 0.00 0.00 2.00
0.00 0.00 4.00 0.00 0.00 18.00 0.00 0.00 0.00 0.00
Fourth Floor : 1222.00 RM ONE RM 529.00 646438

A B C D E F G H I J
559.00 4.00 177.00 45.00 45.00 144.00 3.00 20.00 57.00 6.00
K L M N O P Q R S T
17.00 0.00 29.00 29.00 26.00 29.00 29.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00
Fifth Floor : 889.00 RM ONE RM 545.00 484505

A B C D E F G H I J
452.00 0.00 15.00 6.00 45.00 144.00 0.00 20.00 57.00 6.00
K L M N O P Q R S T
2.00 0.00 29.00 29.00 26.00 29.00 29.00 0.00 0.00 0.00
TOTAL Unit Amount
Sixth Floor : 665.00 RM ONE RM 562.00 373730

A B C D E F G H I J
324.00 0.00 0.00 0.00 45.00 144.00 0.00 3.00 57.00 6.00
K L M N O P Q R S T
0.00 2.00 0.00 0.00 26.00 29.00 29.00 0.00 0.00 0.00
Seventh Floor : 148.00 RM ONE RM 578.00 85544

A B C D E F G H I J
113.00 0.00 0.00 0.00 0.00 11.00 0.00 0.00 0.00 15.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 3.00 3.00 3.00 0.00 0.00 0.00
Eighth Floor : 3.00 RM ONE RM 594.00 1782

A B C D E F G H I J
3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
13 Brick masonry for panel walls 340mm thick in superstructure with CM (1:8) prop: (Cement : Sand) using common burnt clay bricks of class as per Table- I of
IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of
all materials like cement, screened sand, bricks, water etc., to site, labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing,
etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504).

A B C D E F G H I J
37.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
178.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
31.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
14 Masonry work in CM(1:6) prop (Cement : Sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source
having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, labour charges, like mixing
cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contrctor profit etc., complete for finished item of work. (APSS No. 501 & 504).

A B C D E F G H I J
1021.00 97.00 1092.00 212.00 103.00 103.00 30.00 43.00 137.00 88.00
K L M N O P Q R S T
37.00 37.00 69.00 69.00 35.00 26.00 26.00 105.00 101.00 64.00
103.00 43.00 138.00 72.00 179.00 53.00 22.00 8.00 10.00 10.00
16.00 11.00 9.00 5.00 0.00 0.00 0.00 0.00 48.00 777.00

A B C D E F G H I J
2079.00 115.00 1411.00 211.00 215.00 218.00 120.00 102.00 141.00 206.00
K L M N O P Q R S T
53.00 53.00 71.00 71.00 140.00 139.00 139.00 0.00 0.00 68.00
15.00 0.00 146.00 0.00 148.00 58.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
2064.00 116.00 1261.00 196.00 215.00 217.00 120.00 102.00 141.00 232.00
K L M N O P Q R S T
53.00 53.00 71.00 71.00 140.00 139.00 139.00 0.00 0.00 33.00
0.00 0.00 52.00 0.00 76.00 58.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
1777.00 64.00 1060.00 137.00 126.00 217.00 52.00 102.00 141.00 232.00
K L M N O P Q R S T
53.00 53.00 71.00 71.00 140.00 139.00 139.00 0.00 0.00 0.00
TOTAL Unit Amount
0.00 0.00 0.00 0.00 0.00 26.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
1926.00 0.00 206.00 94.00 126.00 217.00 0.00 102.00 141.00 232.00
K L M N O P Q R S T
44.00 53.00 71.00 71.00 140.00 139.00 139.00 0.00 0.00 0.00

A B C D E F G H I J
899.00 0.00 0.00 0.00 126.00 217.00 0.00 56.00 141.00 232.00
K L M N O P Q R S T
0.00 34.00 50.00 50.00 140.00 139.00 139.00 0.00 0.00 0.00

A B C D E F G H I J
644.00 0.00 0.00 0.00 142.00 140.00 0.00 0.00 50.00 130.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 63.00 69.00 69.00 0.00 0.00 0.00

A B C D E F G H I J
127.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
15 Reinforced Masonry for partition walls (100 mm thick) in CM (1:4) prop. (Cement : Sand) using fly ash cement / lime solid blocks of size 290mm x 100mm x
140mm having minimum compressive strength of 50 Kg/Sq.cmand placing 2 Nos. of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into
mortar joints of main brick walls where applicable including cost and conveyance of all materials like cement, steel, sand, bricks, water etc., to site, all operational, incidental
charges such as labour charges for mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., and overheads & contractors profit but
excluding cost of steel and its fabrication charges complete for finished item of work. (APSS No. of 509)

A B C D E F G H I J
2474.00 380.00 2241.00 319.00 322.00 79.00 74.00 153.00 486.00 23.00
K L M N O P Q R S T
22.00 22.00 243.00 243.00 13.00 14.00 14.00 484.00 57.00 62.00
TOTAL Unit Amount
6.00 49.00 608.00 101.00 20.00 261.00 34.00 0.00 0.00 0.00

A B C D E F G H I J
4060.00 140.00 3436.00 174.00 539.00 1893.00 521.00 401.00 280.00 575.00
K L M N O P Q R S T
31.00 31.00 140.00 140.00 439.00 756.00 756.00 0.00 0.00 251.00
0.00 0.00 69.00 0.00 29.00 247.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
4551.00 140.00 3588.00 176.00 539.00 1790.00 521.00 401.00 280.00 637.00
K L M N O P Q R S T
31.00 31.00 140.00 140.00 439.00 756.00 756.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 247.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
6001.00 0.00 1525.00 60.00 443.00 1790.00 0.00 401.00 280.00 637.00
K L M N O P Q R S T
31.00 31.00 140.00 140.00 439.00 756.00 756.00 0.00 0.00 0.00

A B C D E F G H I J
3141.00 0.00 0.00 0.00 443.00 1790.00 0.00 401.00 280.00 637.00
K L M N O P Q R S T
0.00 31.00 140.00 140.00 439.00 756.00 756.00 0.00 0.00 0.00

A B C D E F G H I J
1467.00 0.00 0.00 0.00 443.00 1790.00 0.00 0.00 280.00 637.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 439.00 756.00 756.00 0.00 0.00 0.00
TOTAL Unit Amount
A B C D E F G H I J
688.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
16 Supply and placing of Plain Cement Concrete M 10 grade mix using 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970
and IS 2386 Part 1 to Part 8) from approved quarry using batching and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials like
cement, sand, coarse aggregate, water etc. to site including all operational, incidental and labour charges, transporting concrete in transit mixer, curing etc., and overheads
& contractors profit complete for finished item of work for bed blocks and hold fasts (APSS No. 402)

A B C D E F G H I J
13.00 3.00 12.00 7.00 4.00 2.00 1.00 2.00 5.00 3.00
K L M N O P Q R S T
1.00 1.00 3.00 3.00 0.50 1.00 1.00 3.00 3.00 1.00
1.00 1.00 17.00 2.00 2.00 2.00 2.00 0.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 229.00 0.00 0.00

A B C D E F G H I J
35.00 3.00 18.00 6.00 10.00 14.00 4.00 6.00 1.00 6.00
K L M N O P Q R S T
2.00 2.00 1.00 1.00 3.00 2.00 2.00 0.00 0.00 2.00
0.00 0.00 6.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
39.00 2.00 26.00 7.00 10.00 15.00 4.00 6.00 1.00 7.00
K L M N O P Q R S T
2.00 2.00 1.00 1.00 3.00 2.00 2.00 0.00 0.00 1.00
0.00 0.00 1.00 0.00 1.00 2.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
32.00 1.00 12.00 4.00 6.00 15.00 1.00 6.00 1.00 7.00
K L M N O P Q R S T
2.00 2.00 1.00 1.00 3.00 2.00 2.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
31.00 0.00 2.00 1.00 6.00 15.00 0.00 6.00 1.00 7.00
K L M N O P Q R S T
1.00 2.00 1.00 1.00 3.00 2.00 2.00 0.00 0.00 0.00

A B C D E F G H I J
24.00 0.00 0.00 0.00 6.00 15.00 0.00 1.00 1.00 7.00
K L M N O P Q R S T
0.00 1.00 1.00 1.00 3.00 2.00 2.00 0.00 0.00 0.00

A B C D E F G H I J
5.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 1.00 1.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00
AO
0.00

A B C D E F G H I J
1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
AO
0.00
17 Supply and placing of Plain Cement Concrete M 20 using 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386
Part 1 to Part 8) from approved quarry using batching and mixing plant of 15 cum per hour capacity including cost and conveyance of all materials like cement, sand,
coarse aggregate, water etc. to site, hire and labour charges for centering and scaffolding including all operational, incidental and labour charges, transporting concrete in
transit mixer, curing etc., and overheads & contractors profit complete for steps (APSS No. 402)

A B C D E F G H I J
9.00 5.00 6.00 2.00 2.00 4.00 1.00 1.00 2.00 2.00
K L M N O P Q R S T
TOTAL Unit Amount
1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00
1.00 0.00 0.00 0.00 2.00 1.00 0.00 36.00 1.00 1.00
AO
0.00

A B C D E F G H I J
9.00 5.00 8.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00
K L M N O P Q R S T
1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00
0.00 0.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00
AO
0.00

A B C D E F G H I J
7.00 4.00 8.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00
K L M N O P Q R S T
1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
9.00 0.00 8.00 2.00 2.00 4.00 0.00 1.00 2.00 3.00
K L M N O P Q R S T
1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00

A B C D E F G H I J
9.00 0.00 0.00 0.00 2.00 4.00 0.00 1.00 2.00 3.00
K L M N O P Q R S T
0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00

A B C D E F G H I J
9.00 0.00 0.00 0.00 2.00 4.00 0.00 0.00 2.00 3.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
18 Supply and placing of Reinforced Cement Concrete M 20 grade design mix with cement content of 350 Kgs per 1 cum of concrete using 12mm size graded machine
crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry using batching and mixing plant of 15 cum per
hour capacity including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, hire and labour charges for centering and scaffolding
including all operational, incidental and labour charges, transporting concrete in transit mixer, curing etc., and overheads & contractors profit complete but excluding cost of
steel and its fabrication charges for sill slabs (APSS No. 402 & 403)

A B C D E F G H I J
8.00 2.00 11.00 2.00 2.00 1.00 1.00 1.00 2.00 1.00
K L M N O P Q R S T
1.00 1.00 1.00 1.00 0.10 0.10 0.10 1.00 0.00 1.00
0.00 0.20 2.00 1.00 1.00 0.50 0.20 0.00 0.00 0.00

A B C D E F G H I J
6.00 2.00 8.00 3.00 3.00 6.00 1.00 1.00 2.00 2.00
K L M N O P Q R S T
1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.00 0.00 1.00
0.00 0.00 4.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
12.00 1.00 12.00 3.00 3.00 6.00 1.00 1.00 2.00 1.00
K L M N O P Q R S T
1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.00 0.00 0.00
0.00 0.00 0.10 0.00 0.00 1.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
7.00 0.00 4.00 3.00 2.00 6.00 0.00 1.00 2.00 1.00
K L M N O P Q R S T
TOTAL Unit Amount
1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.00 0.00 0.00

A B C D E F G H I J
6.00 0.00 0.00 0.00 2.00 6.00 0.00 1.00 2.00 1.00
K L M N O P Q R S T
0.00 1.00 1.00 1.00 2.00 2.00 2.00 0.00 0.00 0.00

A B C D E F G H I J
5.00 0.00 0.00 0.00 2.00 6.00 0.00 0.00 2.00 1.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 2.00 2.00 2.00 0.00 0.00 0.00

A B C D E F G H I J
2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
19 Supply and placing of Reinforced Cement Concrete M 20 grade design mix with cement content of 350 kgs per 1 cum of concrete using 12mm size graded machine
steel and its fabrication charges for platforms, lofts and shelves. (APSS No. 402 & 403)
a 50mm thick platforms / lofts:

A B C D E F G H I J
90.00 9.00 115.00 25.00 17.00 6.00 2.00 2.00 27.00 13.00
K L M N O P Q R S T
3.00 3.00 14.00 14.00 1.00 0.00 0.00 12.00 12.00 19.00
1.00 0.00 99.00 4.00 20.00 11.00 13.00 0.00 0.00 0.00

A B C D E F G H I J
TOTAL Unit Amount
196.00 9.00 129.00 16.00 82.00 99.00 20.00 20.00 52.00 25.00
K L M N O P Q R S T
15.00 15.00 27.00 27.00 54.00 61.00 61.00 0.00 0.00 22.00
0.00 0.00 18.00 0.00 6.00 16.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
315.00 9.00 119.00 20.00 82.00 190.00 20.00 20.00 52.00 20.00
K L M N O P Q R S T
15.00 15.00 27.00 27.00 54.00 61.00 61.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 16.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
369.00 0.00 160.00 9.00 42.00 190.00 0.00 20.00 52.00 20.00
K L M N O P Q R S T
15.00 15.00 27.00 27.00 54.00 61.00 61.00 0.00 0.00 0.00

A B C D E F G H I J
290.00 0.00 0.00 0.00 42.00 190.00 0.00 20.00 52.00 20.00
K L M N O P Q R S T
0.00 15.00 27.00 27.00 54.00 61.00 61.00 0.00 0.00 0.00

A B C D E F G H I J
166.00 0.00 0.00 0.00 42.00 190.00 0.00 0.00 52.00 20.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 54.00 61.00 61.00 0.00 0.00 0.00

A B C D E F G H I J
22.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
b 25mm thick shelves :

A B C D E F G H I J
112.00 14.00 64.00 40.00 20.00 11.00 3.00 3.00 39.00 24.00
K L M N O P Q R S T
5.00 5.00 20.00 20.00 5.00 0.00 0.00 25.00 20.00 5.00
0.00 0.00 6.00 5.00 20.00 20.00 9.00 0.00 0.00 0.00

A B C D E F G H I J
171.00 14.00 123.00 20.00 166.00 207.00 35.00 35.00 111.00 44.00
K L M N O P Q R S T
24.00 24.00 56.00 56.00 95.00 98.00 98.00 0.00 0.00 43.00
0.00 0.00 6.00 0.00 5.00 23.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
319.00 14.00 66.00 29.00 166.00 551.00 35.00 35.00 111.00 36.00
K L M N O P Q R S T
24.00 24.00 56.00 56.00 95.00 98.00 98.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
386.00 0.00 258.00 5.00 83.00 551.00 0.00 35.00 111.00 36.00
K L M N O P Q R S T
24.00 24.00 56.00 56.00 95.00 98.00 98.00 0.00 0.00 0.00

A B C D E F G H I J
285.00 0.00 0.00 0.00 83.00 551.00 0.00 35.00 111.00 36.00
K L M N O P Q R S T
0.00 24.00 56.00 56.00 95.00 98.00 98.00 0.00 0.00 0.00

TOTAL Unit Amount
A B C D E F G H I J
163.00 0.00 0.00 0.00 83.00 551.00 0.00 0.00 111.00 36.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 95.00 98.00 98.00 0.00 0.00 0.00

A B C D E F G H I J
14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
20 Cast in Situ Cement Concrete M 20 Kerb with Channel: Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 4907.00 RM ONE RM 460.00 2257220
mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M 20 grade using batching and mixing plant of 15
cum per hour capacity , sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
MORTH including cost and conveyance of all materials , labour charges , overheads and contractors profit etc., complete for finished item of work
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 4907.00 0.00 0.00 0.00 0.00 0.00
21 Supply and placing of Reinforced Cement Concrete M 20 grade design mix with cement content of 350 kgs per 1 cum of concrete using 20mm size graded machine
steel and its fabrication charges for pre-cast slabs over drains. (APSS No. 402 & 403)
a) 100mm thick 2365.00 SQM ONE SQM 629.00 1487585

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 2365.00 0.00 0.00 0.00 0.00
b) 125mm thick 1581.00 SQM ONE SQM 735.00 1162035

A B C D E F G H I J
K L M N O P Q R S T
TOTAL Unit Amount
0.00 0.00 0.00 0.00 0.00 1581.00 0.00 0.00 0.00 0.00
c) 150mm thick 6509.00 SQM ONE SQM 842.00 5480578

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 6509.00 0.00 0.00 0.00 0.00
22 Reinforced cement concrete (1:5:10) proportion (Cement: fine aggregates: coarse aggregate) using 40mm size (SS5) hard granite metal (coarse aggregate) from
approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site including centering using Casurina
Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc., shuttering, machine mixing, laying concrete, lifting concrete mechanically , vibrating, curing,
etc., and overheads & contractors profit complete as per drawings but excluding cost of steel and it's fabrication charges for finished item of work (APSS NO. 402 & 403) for
dummy columns.

A B C D E F G H I J
132.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
92.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
48.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
23 Providing Thermo Mechanically Treated (TMT) (Fe 500 / Fe 500 D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for
straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire
of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as
overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending,
placing in position, tying etc., and overheads & contractors profit complete for finished item of work.( APSS No.126)
First Floor : 3973.78 MT ONE MT 63295.00 251520405

A B C D E F G H I J
1321.20 60.40 855.40 125.00 59.00 203.80 43.80 57.10 78.40 98.00
K L M N O P Q R S T
31.60 27.00 39.60 40.20 57.80 48.10 47.30 95.18 18.00 25.60
4.70 8.90 70.10 13.60 63.80 23.70 4.80 64.40 18.40 18.40
32.44 17.17 15.95 14.86 0.00 124.60 72.90 5.00 26.88 40.70
Second Floor : 1447.90 MT ONE MT 64695.00 93671891

A B C D E F G H I J
617.80 40.10 290.20 45.40 53.10 68.40 20.60 26.90 36.40 40.00
K L M N O P Q R S T
15.60 11.80 19.10 19.10 28.60 19.90 19.90 0.00 0.00 12.70
0.00 0.00 38.30 0.00 13.70 10.30 0.00 0.00 0.00 0.00
Third Floor : 1368.60 MT ONE MT 66095.00 90457617

A B C D E F G H I J
614.70 20.90 276.80 46.30 53.10 69.50 20.60 26.90 36.40 39.90
K L M N O P Q R S T
15.60 11.80 19.10 19.10 28.60 19.90 19.90 0.00 0.00 2.50
0.00 0.00 13.70 0.00 3.00 10.30 0.00 0.00 0.00 0.00
Fourth Floor : 1150.60 MT ONE MT 67495.00 77659747

A B C D E F G H I J
614.90 16.80 153.60 29.90 23.30 69.50 3.00 26.90 36.40 39.90
K L M N O P Q R S T
15.60 11.80 19.10 19.10 28.60 19.90 19.90 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2.40 0.00 0.00 0.00 0.00
Fifth Floor : 1026.90 MT ONE MT 68896.00 70749302

A B C D E F G H I J
625.20 0.00 64.90 18.00 23.30 69.50 0.00 26.90 36.40 39.90
K L M N O P Q R S T
4.40 11.80 19.10 19.10 28.60 19.90 19.90 0.00 0.00 0.00
TOTAL Unit Amount
Sixth Floor : 617.20 MT ONE MT 70296.00 43386691

A B C D E F G H I J
359.10 0.00 0.00 0.00 23.30 69.50 0.00 8.50 36.40 39.90
K L M N O P Q R S T
0.00 3.40 4.40 4.30 28.60 19.90 19.90 0.00 0.00 0.00
Seventh Floor : 227.30 MT ONE MT 71696.00 16296501

A B C D E F G H I J
151.40 0.00 0.00 0.00 20.90 19.00 0.00 0.00 4.30 12.90
K L M N O P Q R S T
0.00 0.00 0.00 0.00 3.20 7.80 7.80 0.00 0.00 0.00
Eighth Floor : 16.40 MT ONE MT 73096.00 1198774

A B C D E F G H I J
16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
24 Providing Mild steel (MS) steel bars (Fe 250 grade as per IS 432) of different diameters including labour charges for straightening, cutting, bending to required sizes
and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work
as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost
and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and overheads &
contractors profit complete for finished item of work.( APSS No.126)

A B C D E F G H I J
5.03 0.81 4.56 0.60 0.66 0.16 0.15 0.31 0.99 0.05
K L M N O P Q R S T
0.04 0.04 0.50 0.50 0.02 0.00 0.00 1.07 0.30 0.10
0.01 0.10 1.25 0.20 0.07 0.50 0.00 0.00 0.10 0.10

A B C D E F G H I J
8.14 0.33 6.93 0.35 1.08 3.86 1.07 0.83 0.56 1.19
K L M N O P Q R S T
0.07 0.07 0.28 0.28 0.93 2.27 2.27 0.00 0.00 0.51
0.00 0.00 0.17 0.00 0.06 0.49 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
9.12 0.31 7.24 0.35 1.08 3.63 1.07 0.83 0.56 1.32
K L M N O P Q R S T
0.07 0.07 0.28 0.28 0.93 2.27 2.27 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.49 0.00 0.00 0.00 0.00

A B C D E F G H I J
12.01 0.00 3.06 0.12 0.89 3.63 0.00 0.83 0.56 1.32
K L M N O P Q R S T
0.07 0.07 0.28 0.28 0.93 2.27 2.27 0.00 0.00 0.00

A B C D E F G H I J
6.30 0.00 0.00 0.00 0.89 3.63 0.00 0.83 0.56 1.32
K L M N O P Q R S T
0.00 0.07 0.28 0.28 0.93 2.27 2.27 0.00 0.00 0.00

A B C D E F G H I J
3.02 0.00 0.00 0.00 0.89 3.63 0.00 0.00 0.56 1.32
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.93 2.27 2.27 0.00 0.00 0.00

A B C D E F G H I J
1.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
25 Ornamental ceiling plastering 12mm thick single coat in CM (1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to
site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc.,
and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

A B C D E F G H I J
6002.00 719.00 4356.00 1343.00 670.00 440.00 575.00 531.00 848.00 1057.00
K L M N O P Q R S T
354.00 355.00 425.00 425.00 896.00 685.00 685.00 443.00 586.00 399.00
55.00 200.00 1263.00 211.00 976.00 388.00 57.00 45.00 20.00 20.00
60.00 36.00 36.00 36.00 0.00 0.00 0.00 0.00 136.00 0.00

A B C D E F G H I J
9394.00 817.00 5809.00 1212.00 1193.00 1308.00 491.00 525.00 753.00 1032.00
K L M N O P Q R S T
290.00 273.00 377.00 377.00 641.00 487.00 487.00 0.00 0.00 327.00
0.00 0.00 834.00 0.00 398.00 256.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
9804.00 476.00 6143.00 1249.00 1193.00 1369.00 491.00 525.00 753.00 972.00
K L M N O P Q R S T
290.00 273.00 377.00 377.00 641.00 487.00 487.00 0.00 0.00 35.00
0.00 0.00 83.00 0.00 51.00 256.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
10061.00 129.00 3003.00 638.00 653.00 1369.00 49.00 525.00 753.00 972.00
K L M N O P Q R S T
290.00 273.00 377.00 377.00 641.00 487.00 487.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 44.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
9293.00 0.00 349.00 138.00 653.00 1369.00 0.00 525.00 753.00 972.00
K L M N O P Q R S T
51.00 273.00 377.00 377.00 641.00 487.00 487.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
5658.00 0.00 0.00 0.00 653.00 1369.00 0.00 49.00 753.00 972.00
K L M N O P Q R S T
0.00 51.00 26.00 26.00 641.00 487.00 487.00 0.00 0.00 0.00

A B C D E F G H I J
1961.00 0.00 0.00 0.00 52.00 223.00 0.00 0.00 26.00 180.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 51.00 96.00 96.00 0.00 0.00 0.00

A B C D E F G H I J
62.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
26 Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing
including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour
charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit
complete for finished item of work. (SS 901,903 & 904)
Internal Walls :
A B C D E F G H I J
15750.00 1350.00 5346.00 1881.00 1069.00 1345.00 602.00 671.00 1657.00 481.00
K L M N O P Q R S T
423.00 423.00 829.00 829.00 541.00 399.00 399.00 47.00 962.00 748.00
201.00 336.00 1894.00 725.00 1441.00 732.00 69.00 78.00 51.00 51.00
86.00 64.00 54.00 46.00 0.00 0.00 0.00 0.00 228.00 0.00

A B C D E F G H I J
20377.00 705.00 10390.00 1921.00 2791.00 4752.00 1729.00 1086.00 1640.00 1570.00
K L M N O P Q R S T
76.00 124.00 820.00 820.00 1774.00 1571.00 1571.00 0.00 0.00 864.00
TOTAL Unit Amount
0.00 0.00 713.00 0.00 846.00 942.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
25028.00 929.00 5769.00 1719.00 2791.00 4734.00 1729.00 1086.00 1640.00 2941.00
K L M N O P Q R S T
76.00 124.00 820.00 820.00 1774.00 1571.00 1571.00 0.00 0.00 43.00
0.00 0.00 156.00 0.00 124.00 942.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
20935.00 147.00 7423.00 876.00 1449.00 4734.00 76.00 1086.00 1640.00 2941.00
K L M N O P Q R S T
76.00 124.00 820.00 820.00 1774.00 1571.00 1571.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 48.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
21953.00 0.00 732.00 165.00 1449.00 4734.00 0.00 1086.00 1640.00 2941.00
K L M N O P Q R S T
95.00 124.00 820.00 820.00 1774.00 1571.00 1571.00 0.00 0.00 0.00

A B C D E F G H I J
10530.00 0.00 0.00 0.00 1449.00 4734.00 0.00 80.00 1640.00 2941.00
K L M N O P Q R S T
0.00 92.00 73.00 73.00 1774.00 1571.00 1571.00 0.00 0.00 0.00

A B C D E F G H I J
4294.00 0.00 0.00 0.00 145.00 603.00 0.00 0.00 73.00 237.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 109.00 72.00 72.00 0.00 0.00 0.00

TOTAL Unit Amount
A B C D E F G H I J
114.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
27 Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing
including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour
charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit
complete for finished item of work. (SS 901,903 & 904)
External Walls :
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 403.00 295.00 292.00
513.00 213.00 685.00 356.00 664.00 185.00 161.00 25.00 159.00 159.00
98.00 69.00 58.00 38.00 2689.00 0.00 0.00 0.00 224.00 9488.00

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280.00
181.00 0.00 444.00 0.00 564.00 191.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 285.00
0.00 0.00 500.00 0.00 476.00 191.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 444.00 0.00 0.00 0.00 0.00 392.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 241.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
0.00 0.00 2140.00 647.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
415.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 0.00 0.00 0.00 120.00 0.00 0.00
K L M N O P Q R S T
0.00 51.00 371.00 371.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 1029.00 1380.00 0.00 0.00 371.00 856.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 619.00 714.00 714.00 0.00 0.00 0.00

A B C D E F G H I J
1319.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
28 Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, 1549.00 SQM ONE SQM 315.00 487935
incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads &
contractors profit complete for finished item of work for basement.(SS 901,903 & 904)
A B C D E F G H I J
551.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 82.00 42.00 57.00
175.00 104.00 143.00 44.00 171.00 43.00 38.00 0.00 0.00 0.00
0.00 33.00 33.00 33.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
29 Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with integral
cement water proofing liquid confirming to IS: 2645-2003 manufactured by reputed manufacturers as approved by Engineer-in-charge at 200ml per one bag of cement, laid
over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all
materials like cement, sand, water proofing compound, water etc., to site, operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth
and thread lining, curing including rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).
over First Floor Slab: 2450.00 SQM ONE SQM 495.00 1212750
A B C D E F G H I J
246.00 0.00 419.00 0.00 43.00 0.00 0.00 0.00 90.00 0.00
K L M N O P Q R S T
0.00 0.00 45.00 45.00 0.00 0.00 0.00 460.00 345.00 0.00
71.00 186.00 0.00 264.00 136.00 27.00 73.00 0.00 0.00 0.00
over Third Floor Slab: 2754.00 SQM ONE SQM 533.00 1467882
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 360.00
0.00 0.00 1343.00 0.00 1051.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 871.00 0.00 696.00 164.00 0.00 584.00 0.00 1640.00 0.00
K L M N O P Q R S T
0.00 0.00 820.00 820.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 315.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
286.00 0.00 3747.00 1414.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
610.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
307.00 0.00 0.00 0.00 0.00 0.00 0.00 637.00 0.00 0.00
K L M N O P Q R S T
0.00 369.00 1172.00 1172.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
4216.00 0.00 0.00 0.00 743.00 1096.00 0.00 0.00 1172.00 1096.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 1501.00 570.00 570.00 0.00 0.00 0.00

A B C D E F G H I J
2148.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
30 Providing impervious coat to exposed RCC roof slab surfaces of sump , sump side wall,sump bottom slab,in side of septic tank , in sunken slabs etc. to required
slopes with CM (1:3) prop. using screened sand 12mm thick mixed with integral cement water proofing liquid confirming to IS: 2645-2003 manufactured by reputed
manufacturers as approved by Engineer-in-charge at 200ml per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement
and thread lining at regular intervals of 45cmx45cm where ever necessary including cost and conveyance of all materials like cement, sand, water proofing compound, water
etc., to site, operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing including rounding off junctions of
wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).
Cellar Floor : 4148.00 SQM ONE SQM 331.00 1372988
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 805.00 241.00 241.00
908.00 429.00 386.00 386.00 0.00 0.00 0.00 0.00 752.00 0.00

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00
0.00 0.00 82.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 68.00 0.00 0.00 0.00 0.00 55.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 48.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
0.00 0.00 269.00 158.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
45.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 0.00 0.00 0.00 55.00 0.00 0.00
K L M N O P Q R S T
0.00 45.00 68.00 68.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 154.00 62.00 0.00 0.00 68.00 228.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 53.00 182.00 182.00 0.00 0.00 0.00

A B C D E F G H I J
47.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
31 Specialised high performance acrylic polymer modified elastomeric cementitious water proofing system coating to the wet area / tiolet / bath room:
a ) First Layer - Supply and Apply penetrative cum bonding primer as base primer cum sealer coat using MIXPRIME AC100 or equivalent modified with water and cement at
the ratio 2:1:3 (MIXPRIME AC 100 : water : cement) by volume with a slow speed mixer machine. This compound shall be applied with sufficient thickness to cover the
holes/pores/cracks @ 1.000 Liter / SQM (0.350 Lt of MIXPRIME AC100 / SQM) and the raw primer should be complain with ASTM 4541 and the Solid content 49% +2%
b ) Second Layer – Supply and apply of 2 x 2 mm welded with alkaline resistant coated / non-woven 40 Gsm verging fiber mesh MIXMAT GFM 50 or equivalent for a
minimum over lap of 100 mm embedded in the primer coat
c ) Third Layer - Supply and apply of first coat of two component (Powder + Liquid) system of high performance acrylic polymer modified elastomeric cementitious
d ) Fourth Layer
waterproofing –Supply
system and apply
MIXGUARD ACoforsecond coat@of1.000
equivalent two component
Kg / SQM ((Powder + Liquid)and
mix the powder system
liquid of high
with theperformance acrylic
help of a slow speedpolymer modified
mixer for elastomeric
a period cementitious
of 2 to 3 minutes up to
waterproofing systemmix-
get a homogeneous MIXGUARD
dilution orAC or equivalent
modification @ 1.000 Kg / SQM
not recommended) ( mix
should be the powderwith
complain andBSliquid
1881with the
Part 5 help
1983of a slow
(ISAT 476speed mixer
Part 6), DINfor a period
1048 Part 5of1991,
2 to 3BSEN
minutes up to
12390-8 8490.00 SQM ONE SQM 540.00 4584600
2000, ASTM D 412-92. A B C D E F G H I J
2241.00 109.00 1102.00 270.00 706.00 540.00 176.00 460.00 440.00 570.00
K L M N O P Q R S T
165.00 104.00 176.00 176.00 370.00 365.00 365.00 0.00 0.00 49.00
TOTAL Unit Amount
0.00 0.00 0.00 0.00 0.00 106.00 0.00 0.00 0.00 0.00
32 RCM facia 50mm thick in CM(1:3) using screened sand for drop walls, fins with rabbit wire mesh & nomianl reinforcement as directred by Engineer - In - Charge with
dubara sponge finishing,including cost and conveyance of all materials to site, operationals &incidental,cost and conveyance of cement, wire mesh water to work site,
centering, scaffolding and form work,lift charges etc., and overheads & contractors profit complete for finished item of work but excluding cost of steel and its fabrication
charges for finished item of work(APSS NO.403&903)

A B C D E F G H I J
27.00 18.00 27.00 3.00 4.00 0.00 0.00 2.00 7.00 0.00
K L M N O P Q R S T
0.00 0.00 4.00 4.00 0.00 0.00 0.00 0.00 0.00 4.00
0.00 0.00 10.00 0.00 11.00 7.00 0.00 0.00 6.00 6.00

A B C D E F G H I J
7.00 18.00 20.00 3.00 0.00 26.00 10.00 10.00 0.00 14.00
K L M N O P Q R S T
5.00 5.00 0.00 0.00 16.00 7.00 7.00 0.00 0.00 4.00
0.00 0.00 10.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
7.00 18.00 20.00 3.00 0.00 18.00 10.00 10.00 0.00 16.00
K L M N O P Q R S T
5.00 5.00 0.00 0.00 16.00 7.00 7.00 0.00 0.00 0.00

A B C D E F G H I J
7.00 0.00 2.00 3.00 0.00 18.00 0.00 10.00 0.00 16.00
K L M N O P Q R S T
5.00 5.00 0.00 0.00 16.00 7.00 7.00 0.00 0.00 0.00

A B C D E F G H I J
7.00 0.00 0.00 0.00 0.00 18.00 0.00 10.00 0.00 16.00
K L M N O P Q R S T
TOTAL Unit Amount
0.00 5.00 0.00 0.00 16.00 7.00 7.00 0.00 0.00 0.00

A B C D E F G H I J
43.00 0.00 0.00 0.00 0.00 18.00 0.00 0.00 0.00 16.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 16.00 7.00 7.00 0.00 0.00 0.00

A B C D E F G H I J
46.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
AO
0.00
33 Flooring with non-skid red or white full body Ceramic floor tiles of size 300 mm x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:13711,
IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs as approved by Engineer-in-charge, set over base coat of cement mortar (1:8), 12mm
thick using screened sand over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 Kgs per sqm & jointed neatly with
white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, screened sand , water and tiles etc., and overheads &
contractors profit complete for finished item of work. (APSS No.701 & 707)

A B C D E F G H I J
190.00 65.00 199.00 77.00 23.00 2.00 4.00 3.00 46.00 4.00
K L M N O P Q R S T
6.00 5.00 23.00 23.00 3.00 3.00 3.00 23.00 33.00 0.00
7.00 6.00 64.00 6.00 0.00 35.00 8.00 0.00 0.00 0.00
AO
0.00

A B C D E F G H I J
536.00 35.00 286.00 75.00 168.00 60.00 67.00 73.00 101.00 143.00
K L M N O P Q R S T
35.00 34.00 51.00 51.00 45.00 44.00 44.00 0.00 0.00 34.00
0.00 0.00 30.00 0.00 8.00 34.00 0.00 0.00 0.00 0.00
AO
TOTAL Unit Amount
0.00

A B C D E F G H I J
556.00 35.00 275.00 75.00 168.00 80.00 67.00 73.00 101.00 157.00
K L M N O P Q R S T
35.00 34.00 51.00 51.00 45.00 44.00 44.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 34.00 0.00 0.00 0.00 0.00
AO
0.00

A B C D E F G H I J
481.00 0.00 201.00 75.00 67.00 80.00 0.00 73.00 101.00 157.00
K L M N O P Q R S T
35.00 34.00 51.00 51.00 45.00 44.00 44.00 0.00 0.00 0.00
AO
0.00

A B C D E F G H I J
560.00 0.00 0.00 0.00 67.00 80.00 0.00 73.00 101.00 157.00
K L M N O P Q R S T
0.00 34.00 51.00 51.00 45.00 44.00 44.00 0.00 0.00 0.00
AO
0.00

A B C D E F G H I J
290.00 0.00 0.00 0.00 67.00 80.00 0.00 0.00 101.00 157.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 45.00 44.00 44.00 0.00 0.00 0.00
AO
0.00

A B C D E F G H I J
111.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
AO
0.00
34 Flooring with non-skid Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of Size 600 x 600 mm and thickness
between 8-10 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs with borders and design as per
the approved flooring pattern as directed by the Engineer-In -Charge, laying tiles using spacers of 2mm thick, set over a base coat of CM (1:8) prop. 12mm thick using
screened sand over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per sqm. and jointed neately with
white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc.,
to site (excluding cost of C.C. bed) including cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the
Engineer- in-charge etc.,and overheads & contractors profit complete for finished item of work. (APSS No.701 & 707)
A B C D E F G H I J
2328.00 612.00 1833.00 783.00 616.00 371.00 115.00 120.00 762.00 84.00
K L M N O P Q R S T
81.00 81.00 381.00 381.00 50.00 21.00 21.00 400.00 293.00 350.00
48.00 42.00 1105.00 22.00 883.00 263.00 50.00 0.00 0.00 0.00

A B C D E F G H I J
4174.00 259.00 3921.00 789.00 990.00 1159.00 411.00 437.00 620.00 832.00
K L M N O P Q R S T
241.00 224.00 310.00 310.00 582.00 429.00 429.00 0.00 0.00 280.00
0.00 0.00 790.00 0.00 369.00 208.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
5004.00 259.00 4281.00 895.00 990.00 1202.00 411.00 437.00 620.00 758.00
K L M N O P Q R S T
241.00 224.00 310.00 310.00 582.00 429.00 429.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 208.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
5033.00 0.00 2034.00 331.00 570.00 1202.00 0.00 437.00 620.00 758.00
K L M N O P Q R S T
241.00 224.00 310.00 310.00 582.00 429.00 429.00 0.00 0.00 0.00

A B C D E F G H I J
TOTAL Unit Amount
5230.00 0.00 0.00 0.00 570.00 1202.00 0.00 437.00 620.00 758.00
K L M N O P Q R S T
0.00 224.00 310.00 310.00 582.00 429.00 429.00 0.00 0.00 0.00

A B C D E F G H I J
2525.00 0.00 0.00 0.00 570.00 1202.00 0.00 0.00 620.00 758.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 582.00 429.00 429.00 0.00 0.00 0.00

A B C D E F G H I J
594.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
35 Flooring with 16 mm to 18 mm thick high polished granite stone slabs other than black and regular colours (i.e. of shades like paradiso / bala flower / copper silk /
laka red / lavender blue) with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement
mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per
sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand ,
water , granite slabs etc., to work site and all operational, incidental labour & lift charges, polishing charges, cost of base coat and overheads & contractors profit complete
for finished item of work (S.S.701 & special)

A B C D E F G H I J
2793.00 140.00 1822.00 423.00 22.00 13.00 12.00 24.00 29.00 28.00
K L M N O P Q R S T
16.00 16.00 15.00 15.00 8.00 5.00 5.00 27.00 0.00 19.00
0.00 0.00 94.00 0.00 72.00 82.00 12.00 0.00 0.00 0.00

A B C D E F G H I J
3958.00 140.00 1518.00 318.00 29.00 76.00 5.00 5.00 16.00 10.00
K L M N O P Q R S T
5.00 6.00 8.00 8.00 5.00 5.00 5.00 0.00 0.00 5.00
0.00 0.00 14.00 0.00 33.00 6.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
A B C D E F G H I J
3518.00 140.00 1501.00 249.00 29.00 76.00 5.00 5.00 16.00 20.00
K L M N O P Q R S T
5.00 6.00 8.00 8.00 5.00 5.00 5.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
3821.00 0.00 712.00 227.00 14.00 76.00 0.00 5.00 16.00 20.00
K L M N O P Q R S T
5.00 6.00 8.00 8.00 5.00 5.00 5.00 0.00 0.00 0.00

A B C D E F G H I J
2777.00 0.00 0.00 0.00 14.00 76.00 0.00 5.00 16.00 20.00
K L M N O P Q R S T
0.00 6.00 8.00 8.00 5.00 5.00 5.00 0.00 0.00 0.00

A B C D E F G H I J
2007.00 0.00 0.00 0.00 14.00 76.00 0.00 0.00 16.00 20.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 5.00 5.00 5.00 0.00 0.00 0.00

A B C D E F G H I J
647.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
36 Flooring with 16 mm to 18 mm thick high polished granite stone slabs black colour as approved by the Engineer-in-Charge of length not less than 2.43 mts set over
base coat of cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency
spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like
cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edge , polishing charges, cost of base coat and
overheads & contractors profit complete for finished item of work for platforms (S.S.701 & special)

A B C D E F G H I J
40.00 4.00 86.00 7.00 8.00 2.00 1.00 1.00 9.00 2.00
K L M N O P Q R S T
1.00 1.00 5.00 5.00 1.00 0.00 0.00 5.00 3.00 18.00
1.00 0.00 86.00 2.00 4.00 2.00 9.00 0.00 0.00 0.00

A B C D E F G H I J
120.00 3.00 83.00 7.00 8.00 7.00 4.00 4.00 3.00 5.00
K L M N O P Q R S T
4.00 4.00 2.00 2.00 11.00 17.00 17.00 0.00 0.00 3.00
0.00 0.00 10.00 0.00 3.00 5.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
173.00 3.00 90.00 7.00 8.00 6.00 4.00 4.00 3.00 4.00
K L M N O P Q R S T
4.00 4.00 2.00 2.00 11.00 17.00 17.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
198.00 0.00 45.00 7.00 5.00 6.00 0.00 4.00 3.00 4.00
K L M N O P Q R S T
4.00 4.00 2.00 2.00 11.00 17.00 17.00 0.00 0.00 0.00

A B C D E F G H I J
163.00 0.00 0.00 0.00 5.00 6.00 0.00 4.00 3.00 4.00
K L M N O P Q R S T
0.00 4.00 2.00 2.00 11.00 17.00 17.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
111.00 0.00 0.00 0.00 5.00 6.00 0.00 0.00 3.00 4.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 11.00 17.00 17.00 0.00 0.00 0.00

A B C D E F G H I J
16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
37 Providing window sills with 16 mm to 18 mm thick high polished granite stone slabs black colour as approved by the Engineer-in-Charge set over base coat of
cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and
jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite
slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edge , polishing charges, cost of base coat and overheads & contractors profit
complete for finished item of work (S.S.701 & special)

A B C D E F G H I J
34.00 15.00 106.00 18.00 11.00 4.00 2.00 3.00 15.00 2.00
K L M N O P Q R S T
2.00 2.00 8.00 8.00 1.00 1.00 1.00 0.00 0.00 1.00
0.00 2.00 44.00 6.00 3.00 4.00 2.00 0.00 0.00 0.00

A B C D E F G H I J
103.00 15.00 58.00 18.00 21.00 2.00 3.00 6.00 13.00 2.00
K L M N O P Q R S T
3.00 3.00 7.00 7.00 6.00 8.00 8.00 0.00 0.00 8.00
0.00 0.00 32.00 0.00 14.00 5.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
110.00 7.00 61.00 18.00 21.00 43.00 3.00 6.00 13.00 1.00
K L M N O P Q R S T
3.00 3.00 7.00 7.00 6.00 8.00 8.00 0.00 0.00 0.00
0.00 0.00 1.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
126.00 0.00 34.00 13.00 11.00 43.00 0.00 6.00 13.00 1.00
K L M N O P Q R S T
3.00 3.00 7.00 7.00 6.00 8.00 8.00 0.00 0.00 0.00

A B C D E F G H I J
102.00 0.00 0.00 0.00 11.00 43.00 0.00 6.00 13.00 1.00
K L M N O P Q R S T
0.00 3.00 7.00 7.00 6.00 8.00 8.00 0.00 0.00 0.00

A B C D E F G H I J
82.00 0.00 0.00 0.00 11.00 43.00 0.00 0.00 13.00 1.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 6.00 8.00 8.00 0.00 0.00 0.00

A B C D E F G H I J
16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
38 Granolithic Concrete flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal and screened sand laid over CC bed already laid or
RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m, using glass strips and finishing the top surface to required smoothness and slopes and thread
lining including cost of all materials like cement, metal sand and water and overheads & contractors profit complete for finished item of work. (APSS No.701 & 710)

A B C D E F G H I J
65.00 0.00 11.00 5.00 11.00 33.00 6.00 6.00 11.00 12.00
K L M N O P Q R S T
6.00 6.00 6.00 6.00 5.00 5.00 5.00 0.00 0.00 0.00
514.00 126.00 0.00 173.00 8.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
0.00 341.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
39 Flooring with chequered Cement Concrete heavy duty tiles conforming to IS: 13801 using aggregates, cement, pigments of size 300mm x 300 mm and thickness 25
mm of any shades as approved by Engineer - In - Charge set over base coat of cement mortar (1:6), 12 mm thick using screened sand over CC bed alredy laid or RCC roof
slab including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm and jointed with neat white cement to full depth mixed with pigment of matching shade
including cost and conveyance of all materials like cement, sand, water and tiles etc.,and overheads & contractors profit complete for finished item of work.

A B C D E F G H I J
6720.00 2.00 4121.00 61.00 9.00 1176.00 446.00 384.00 11.00 885.00
K L M N O P Q R S T
253.00 253.00 6.00 6.00 835.00 656.00 656.00 399.00 0.00 32.00
0.00 27.00 0.00 11.00 149.00 10.00 0.00 0.00 18.00 18.00
0.00 0.00 0.00 0.00 12755.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
189.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
189.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
189.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
189.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
189.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
154.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
40 Supply and fixing of Vinyl Flooring Sheets/ tiles having a nominal total thickness of 2 mm with a wearing surface impregnated polyurethane homogeneous mixture of 306.00 SQM ONE SQM 1023.00 313038
PVC, Plasticizers, Urethane, color pigments with wearing resistance and Fire Resistance as per standards including cost and conveyance of all materials, adhesives for
fixing, all labour charges, overheads & contractors profit etc., complete for finished item of work in all floors
A B C D E F G H I J
306.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
41 Supply and application of epoxy flooring of light green or light blue colour in Operation Theatres and labour rooms seamless joint free finish with 3mm thickness
and anti slip & water washable chemical resistance durable and non particle shedding with attractive finishing including cost and conveyance of all materials and all labour
charges, overheads and contractor profit etc., complete for finished item of work.
644.00 SQM ONE SQM 1940.00 1249360

A B C D E F G H I J
644.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
42 Providing 16 mm to 18 mm thick high polished leather finish granite stone slabs (steel grey or pearl black) with borders and design as per the pattern approved by
the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:5) , 12mm thick using screened sand over CC bed already laid or RCC roof
slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade
to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, full
rounding the edges of treads , providing 3 grooves of size 2mm x 1mm for the full length of treads , polishing charges, cost of base coat and overheads & contractors profit
complete for finished item of work for treads and risers (S.S.701 & special)

A B C D E F G H I J
97.00 27.00 66.00 30.00 17.00 49.00 10.00 10.00 20.00 34.00
K L M N O P Q R S T
9.00 10.00 10.00 10.00 9.00 13.00 13.00 2.00 2.00 10.00
17.00 2.00 32.00 7.00 29.00 22.00 6.00 0.00 0.00 0.00

A B C D E F G H I J
101.00 29.00 113.00 27.00 29.00 49.00 9.00 9.00 15.00 33.00
K L M N O P Q R S T
9.00 9.00 8.00 8.00 9.00 9.00 9.00 0.00 0.00 9.00
0.00 0.00 32.00 0.00 12.00 9.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
101.00 24.00 113.00 27.00 29.00 49.00 9.00 9.00 15.00 33.00
K L M N O P Q R S T
9.00 9.00 8.00 8.00 9.00 9.00 9.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00

TOTAL Unit Amount
A B C D E F G H I J
101.00 0.00 51.00 27.00 15.00 49.00 0.00 9.00 15.00 33.00
K L M N O P Q R S T
9.00 9.00 8.00 8.00 9.00 9.00 9.00 0.00 0.00 0.00

A B C D E F G H I J
101.00 0.00 0.00 0.00 15.00 49.00 0.00 9.00 15.00 33.00
K L M N O P Q R S T
0.00 9.00 8.00 8.00 9.00 9.00 9.00 0.00 0.00 0.00

A B C D E F G H I J
101.00 0.00 0.00 0.00 15.00 49.00 0.00 0.00 15.00 33.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 9.00 9.00 9.00 0.00 0.00 0.00

A B C D E F G H I J
44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
55.00 15.00 36.00 17.00 11.00 27.00 7.00 6.00 12.00 9.00
K L M N O P Q R S T
6.00 5.00 6.00 6.00 5.00 8.00 8.00 1.00 1.00 6.00
10.00 1.00 9.00 5.00 17.00 15.00 5.00 0.00 0.00 0.00

A B C D E F G H I J
57.00 16.00 63.00 15.00 18.00 27.00 5.00 5.00 9.00 9.00
K L M N O P Q R S T
TOTAL Unit Amount
5.00 5.00 5.00 5.00 5.00 5.00 5.00 0.00 0.00 5.00
0.00 0.00 9.00 0.00 6.00 5.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
57.00 14.00 63.00 15.00 18.00 27.00 5.00 5.00 9.00 18.00
K L M N O P Q R S T
5.00 5.00 5.00 5.00 5.00 5.00 5.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
57.00 0.00 28.00 15.00 9.00 27.00 0.00 5.00 9.00 18.00
K L M N O P Q R S T
5.00 5.00 5.00 5.00 5.00 5.00 5.00 0.00 0.00 0.00

A B C D E F G H I J
57.00 0.00 0.00 0.00 9.00 27.00 0.00 5.00 9.00 18.00
K L M N O P Q R S T
0.00 5.00 5.00 5.00 5.00 5.00 5.00 0.00 0.00 0.00

A B C D E F G H I J
57.00 0.00 0.00 0.00 9.00 27.00 0.00 0.00 9.00 18.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 5.00 5.00 5.00 0.00 0.00 0.00

A B C D E F G H I J
24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
43 Providing skirting 10 cm height with Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of Size 600 x 600 mm
and thickness between 8-10 mm of any colour and finish in all shades and designs, length equal to flooring tiles, flushed to wall surface to set over base coat of CM(1:5)
12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with
pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc.,and overheads & contractors profit complete for finished item of
work.(APSS No.701 &707)

A B C D E F G H I J
1759.00 287.00 1116.00 372.00 281.00 347.00 30.00 30.00 440.00 134.00
K L M N O P Q R S T
26.00 26.00 220.00 220.00 59.00 31.00 31.00 246.00 250.00 187.00
56.00 29.00 246.00 27.00 390.00 167.00 68.00 0.00 0.00 0.00

A B C D E F G H I J
2714.00 60.00 1581.00 338.00 768.00 923.00 343.00 335.00 512.00 362.00
K L M N O P Q R S T
213.00 186.00 256.00 256.00 612.00 339.00 339.00 0.00 0.00 194.00
0.00 0.00 192.00 0.00 226.00 183.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
3408.00 50.00 1297.00 323.00 768.00 1104.00 343.00 335.00 512.00 788.00
K L M N O P Q R S T
213.00 186.00 256.00 256.00 612.00 339.00 339.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 183.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
3045.00 0.00 1368.00 73.00 384.00 1104.00 0.00 335.00 512.00 788.00
K L M N O P Q R S T
213.00 186.00 256.00 256.00 612.00 339.00 339.00 0.00 0.00 0.00

A B C D E F G H I J
2489.00 0.00 0.00 0.00 384.00 1104.00 0.00 335.00 512.00 788.00
K L M N O P Q R S T
0.00 186.00 256.00 256.00 612.00 339.00 339.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
1290.00 0.00 0.00 0.00 384.00 1104.00 0.00 0.00 512.00 788.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 612.00 339.00 339.00 0.00 0.00 0.00

A B C D E F G H I J
492.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
44 Supply and application of epoxy coving 50mm x 50mm width at the corners of the all walls in Operation Theatres, labour rooms including cost and conveyance of all
materials and labour charges, overheads and contractor profit etc., complete for finished item of work .
1350.00 SQM ONE SQM 536.00 723600

A B C D E F G H I J
1350.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
45 Providing skirting to internal walls 10 cm height with High Polished Granite 16 mm to 18 mm thick up to 8'-00 (2.43 M) other than black and regular colours,
length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per
sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and

A B C D E F G H I J
189.00 31.00 110.00 34.00 29.00 31.00 13.00 13.00 60.00 16.00
K L M N O P Q R S T
13.00 7.00 30.00 30.00 12.00 12.00 12.00 0.00 0.00 10.00
0.00 0.00 32.00 0.00 0.00 13.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
A B C D E F G H I J
189.00 38.00 221.00 34.00 57.00 93.00 13.00 14.00 29.00 50.00
K L M N O P Q R S T
13.00 13.00 15.00 15.00 13.00 13.00 13.00 0.00 0.00 10.00
0.00 0.00 28.00 0.00 0.00 13.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
189.00 31.00 221.00 34.00 57.00 74.00 13.00 14.00 29.00 50.00
K L M N O P Q R S T
13.00 13.00 15.00 15.00 13.00 13.00 13.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 13.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
189.00 0.00 90.00 34.00 29.00 74.00 0.00 14.00 29.00 50.00
K L M N O P Q R S T
13.00 13.00 15.00 15.00 13.00 13.00 13.00 0.00 0.00 0.00

A B C D E F G H I J
189.00 0.00 0.00 0.00 29.00 74.00 0.00 14.00 29.00 50.00
K L M N O P Q R S T
0.00 13.00 15.00 15.00 13.00 13.00 13.00 0.00 0.00 0.00

A B C D E F G H I J
189.00 0.00 0.00 0.00 29.00 74.00 0.00 0.00 29.00 50.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 13.00 13.00 13.00 0.00 0.00 0.00

A B C D E F G H I J
77.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
46 Providing cladding to walls with High Polished Granite 16 mm to 18 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring
slabs set over base coat of CM(1:3) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with
white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors

A B C D E F G H I J
76.00 30.00 23.00 7.00 6.00 22.00 14.00 19.00 11.00 10.00
K L M N O P Q R S T
11.00 11.00 6.00 6.00 4.00 3.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 26.00 53.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
76.00 22.00 20.00 7.00 21.00 22.00 5.00 5.00 11.00 10.00
K L M N O P Q R S T
5.00 5.00 6.00 6.00 10.00 3.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
76.00 18.00 20.00 7.00 21.00 53.00 5.00 5.00 11.00 58.00
K L M N O P Q R S T
5.00 5.00 6.00 6.00 10.00 3.00 3.00 0.00 0.00 0.00

A B C D E F G H I J
76.00 0.00 15.00 6.00 11.00 53.00 0.00 5.00 11.00 58.00
K L M N O P Q R S T
5.00 5.00 6.00 6.00 10.00 3.00 3.00 0.00 0.00 0.00

A B C D E F G H I J
76.00 0.00 0.00 0.00 11.00 53.00 0.00 5.00 11.00 58.00
TOTAL Unit Amount
K L M N O P Q R S T
0.00 5.00 6.00 6.00 10.00 3.00 3.00 0.00 0.00 0.00

A B C D E F G H I J
44.00 0.00 0.00 0.00 11.00 53.00 0.00 0.00 11.00 58.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 10.00 3.00 3.00 0.00 0.00 0.00

A B C D E F G H I J
70.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
47 Providing external cladding to walls with natural stone (Bethamcherla or equivalent) of size not exceeding 300mm x300mm and 18-20mm thick set over base coat
of CM(1:3) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed
with pigment of matching shade to full depth, including cost of all materials like natural stone, cement, sand and water, scaffolding etc., and overheads & contractors profit

A B C D E F G H I J
4190.00 670.00 2227.00 840.00 146.00 658.00 313.00 213.00 387.00 658.00
K L M N O P Q R S T
285.00 32.00 194.00 194.00 438.00 113.00 113.00 0.00 0.00 0.00

A B C D E F G H I J
6193.00 0.00 2935.00 733.00 669.00 1724.00 276.00 547.00 807.00 1724.00
K L M N O P Q R S T
558.00 276.00 404.00 404.00 680.00 392.00 392.00 0.00 0.00 0.00

TOTAL Unit Amount
A B C D E F G H I J
7077.00 0.00 0.00 0.00 669.00 1717.00 0.00 547.00 807.00 1717.00
K L M N O P Q R S T
0.00 276.00 404.00 404.00 680.00 392.00 392.00 0.00 0.00 0.00

A B C D E F G H I J
7014.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
48 Providing external cladding to walls with brick tiles of size 230mm x 75 mm with 12mm thick set over base coat of CM(1:3) 12mm thick using screened sand with
cement slurry of honey like consistency spread at the rate of 10.08 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth,
including cost of all materials like tiles, scaffolding, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

A B C D E F G H I J
0.00 578.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
0.00 629.00 3144.00 530.00 0.00 0.00 276.00 0.00 0.00 0.00
K L M N O P Q R S T
558.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 1745.00 805.00 708.00 1717.00 0.00 547.00 807.00 1717.00
K L M N O P Q R S T
558.00 276.00 404.00 404.00 680.00 392.00 392.00 0.00 0.00 0.00
TOTAL Unit Amount
A B C D E F G H I J
7594.00 0.00 0.00 0.00 708.00 1717.00 0.00 547.00 807.00 1717.00
K L M N O P Q R S T
0.00 276.00 404.00 404.00 680.00 392.00 392.00 0.00 0.00 0.00

A B C D E F G H I J
4841.00 0.00 0.00 0.00 708.00 1717.00 0.00 0.00 807.00 1717.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 680.00 392.00 392.00 0.00 0.00 0.00

A B C D E F G H I J
3664.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
49 Providing pitched roof cladding with terracota tiles of size 125mm x 200mm and 12mm to 15mm thick set over base coat of CM(1:3) 12mm thick using screened sand
with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth,
including cost of all materials like tiles, cement, sand and water , scaffolding etc., and overheads & contractors profit complete for finished item of work.

A B C D E F G H I J
275.00 0.00 111.00 51.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
0.00 365.00 0.00 0.00 0.00 0.00 240.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
FIfth Floor : 2068.00 SQM ONE SQM 801.00 1656468

A B C D E F G H I J
0.00 0.00 966.00 585.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
517.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 0.00 0.00 0.00 517.00 0.00 0.00
K L M N O P Q R S T
0.00 240.00 196.00 196.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 670.00 1056.00 0.00 0.00 196.00 1056.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 573.00 404.00 404.00 0.00 0.00 0.00

A B C D E F G H I J
1050.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
50 Providing dadooing with glazed red or white full body ceramic wall tiles of size 300 x 450 mm / 320 mm x 400 mm and thickness 6 mm 1st quality conforming to
IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs with borders as approved by Engineer-in-Charge flushed to wall surface
set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white
cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit

A B C D E F G H I J
342.00 200.00 651.00 311.00 91.00 11.00 8.00 8.00 243.00 7.00
K L M N O P Q R S T
18.00 18.00 122.00 122.00 12.00 13.00 13.00 188.00 159.00 0.00
28.00 18.00 209.00 26.00 0.00 114.00 38.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
2109.00 146.00 913.00 299.00 232.00 194.00 278.00 310.00 272.00 479.00
K L M N O P Q R S T
114.00 65.00 136.00 136.00 180.00 178.00 178.00 0.00 0.00 130.00
0.00 0.00 106.00 0.00 37.00 120.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
2215.00 146.00 935.00 299.00 232.00 307.00 278.00 310.00 272.00 522.00
K L M N O P Q R S T
114.00 65.00 136.00 136.00 180.00 178.00 178.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 120.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
1948.00 0.00 760.00 197.00 296.00 307.00 0.00 310.00 272.00 522.00
K L M N O P Q R S T
114.00 65.00 136.00 136.00 180.00 178.00 178.00 0.00 0.00 0.00

A B C D E F G H I J
1995.00 0.00 0.00 0.00 296.00 307.00 0.00 310.00 272.00 522.00
K L M N O P Q R S T
0.00 65.00 136.00 136.00 180.00 178.00 178.00 0.00 0.00 0.00

A B C D E F G H I J
1105.00 0.00 0.00 0.00 296.00 307.00 0.00 0.00 272.00 522.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 180.00 178.00 178.00 0.00 0.00 0.00

A B C D E F G H I J
419.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
K L M N O P Q R S T
51 Providing dadooing with glazed full body porcelain wall tiles of size 300mm x 600 mm with any type of design texture such as marble finish, wooden, bamboo, stone
finishes etc., scratch less, stain free and thickness between 6-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all
shades and designs with borders and design as per the approved pattern as approved by Engineer-in-Charge flushed to wall surface set over base coat of CM(1:5) 12
mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment
of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

A B C D E F G H I J
1403.00 85.00 1933.00 473.00 211.00 0.00 91.00 82.00 263.00 0.00
K L M N O P Q R S T
91.00 91.00 132.00 132.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 374.00 0.00 0.00 89.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
3590.00 70.00 1665.00 410.00 313.00 606.00 157.00 196.00 140.00 525.00
K L M N O P Q R S T
105.00 71.00 70.00 70.00 0.00 0.00 0.00 0.00 0.00 100.00
0.00 0.00 374.00 0.00 0.00 74.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
3969.00 72.00 2190.00 295.00 313.00 855.00 157.00 196.00 140.00 410.00
K L M N O P Q R S T
105.00 71.00 70.00 70.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 74.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
3765.00 0.00 822.00 231.00 245.00 855.00 0.00 196.00 140.00 410.00
K L M N O P Q R S T
105.00 71.00 70.00 70.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
TOTAL Unit Amount
4048.00 0.00 0.00 0.00 245.00 855.00 0.00 196.00 140.00 410.00
K L M N O P Q R S T
0.00 71.00 70.00 70.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
2481.00 0.00 0.00 0.00 245.00 855.00 0.00 0.00 140.00 410.00
K L M N O P Q R S T

A B C D E F G H I J
420.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
52 Providing plinth protection using plain Cement Concrete general purpose tiles conforming to IS: 13801 using aggregates, cement, pigments of size 300 x 300 mm and 4047.00 SQM ONE SQM 2393.00 9684471
thickness 20 mm of any shade for a width of 1200mm set over base coat of cement mortar (1:6), 12 mm thick using screened sand over M 5 mix bed 100mm thick along
with drain constructed with 225 mm thick walls using fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing
strength of 50 Kg/Sqcm. and plastering 2mm thick two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) for brick masonry drain, laying of
tiles in between basement of the building and brick wall and as directed by the Engineer - in - charge including cost and conveyance of all materials to site, all labour
charges like mixing of cement concrete, laying, curing, overheads & contractor profit etc., complete for finished item of work.
A B C D E F G H I J
453.00 136.00 808.00 214.00 158.00 448.00 124.00 1.00 270.00 214.00
K L M N O P Q R S T
87.00 83.00 135.00 135.00 121.00 110.00 110.00 0.00 0.00 0.00
0.00 47.00 0.00 72.00 186.00 72.00 63.00 0.00 0.00 0.00
53 Filling with well burnt cinder aggregate as per IS:2686-1977 in sunken slabs including cost and conveyance of cinder, labour charges for filling, ramming, overheads
and contractor profit etc., complete for finished item of work

A B C D E F G H I J
K L M N O P Q R S T
TOTAL Unit Amount

A B C D E F G H I J
112.00 83.00 108.00 21.00 43.00 12.00 22.00 31.00 22.00 28.00
K L M N O P Q R S T
12.00 31.00 11.00 11.00 14.00 13.20 13.20 0.00 0.00 12.00
0.00 0.00 0.00 0.00 0.00 11.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
142.00 15.00 97.00 21.00 43.00 27.00 22.00 31.00 22.00 28.00
K L M N O P Q R S T
12.00 31.00 11.00 11.00 14.00 13.20 13.20 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 11.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
113.00 0.00 74.00 27.00 23.00 27.00 0.00 31.00 22.00 28.00
K L M N O P Q R S T
12.00 31.00 11.00 11.00 14.00 13.20 13.20 0.00 0.00 0.00

A B C D E F G H I J
113.00 0.00 0.00 0.00 23.00 27.00 0.00 31.00 22.00 28.00
K L M N O P Q R S T
0.00 31.00 11.00 11.00 14.00 13.20 13.20 0.00 0.00 0.00

A B C D E F G H I J
62.00 0.00 0.00 0.00 23.00 27.00 0.00 0.00 22.00 28.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 14.00 13.20 13.20 0.00 0.00 0.00
TOTAL Unit Amount
A B C D E F G H I J
28.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
54 Supplying and fixing of stainless steel (grade 304) hand railing as per approved drawing with top rail of 50mm dia pipe and 2mm thick medium class and vertical posts
of 25mm dia and 1.6mm thick medium class 1 No for each step fixed with base plate of 25mm dia using bonding agent and anchor fastner and welding, drilling of 25mm
dia holes with pneumatic compressor for fixing railing, buffing, polishing all members of the railing thouroughly , lacquer finishing to present seamless finish including cost
and conveyance of all materials, electrodes, welding charges, cost of all consumables, labour charges , overheads & contractors profit etc., complete for finished item of
work.
4231.70 SQM ONE SQM 3040.00 12864368

A B C D E F G H I J
357.00 232.00 295.00 130.00 165.00 506.00 62.00 136.00 129.00 616.00
K L M N O P Q R S T
81.00 173.00 56.00 56.00 207.00 366.00 366.00 30.00 0.00 38.00
7.30 3.00 0.00 0.00 24.00 60.00 0.00 50.00 29.00 29.00
7.10 7.10 7.10 7.10 0.00 0.00 0.00 0.00 0.00 0.00
55 Supplying and fixing of stainless steel (grade 304) railing for ramp and along staircase wall as per approved drawing with top rail of 50mm dia pipe and 2mm thick
medium class fixed in to wall with 25mm dia pipe of 0.30m length @ 1m centre to centre and welding, buffing, polishing all members of the railing thouroughly , lacquer
finishing to present seamless finish including cost and conveyance of all materials, electrodes, welding charges, cost of all consumables, labour charges , overheads &
contractors profit etc., complete for finished item of work.
4927.00 RM ONE RM 1428.00 7035756

A B C D E F G H I J
2410.00 126.00 421.00 104.00 224.00 500.00 38.00 65.00 168.00 298.00
K L M N O P Q R S T
52.00 61.00 70.00 70.00 72.00 72.00 72.00 0.00 0.00 22.00
0.00 0.00 0.00 0.00 43.00 39.00 0.00 0.00 0.00 0.00
56 Supplying and fixing of stainless steel (grade 304) grip bars 200mm length bars in toilets as per approved drawing with 25mm dia pipe with base plates 2 Nos.,
buffing, polishing thouroughly , lacquer finishing to present seamless finish including cost and conveyance of all materials, labour charges , overheads & contractors profit
2957.00 Nos ONE Nos 295.00 872315

A B C D E F G H I J
2410.00 126.00 421.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
57 Providing 110 mm Dia ISI marked PVC down water take pipes with single socket , 2.5mm thick 4.0 kg/sq.cm pressure of ISI marked including cost of necessary PVC 8308.00 RM ONE RM 275.00 2284700
Bends, couplers, shoes, iron / PVC clamps and all other accessories and fixing in position including cost and conveyance of all materials, operational & incidental charges
including all labour charges for fixing at site etc., and overheads & contractors profit complete for finished item of work. (APSS No. 1328)
A B C D E F G H I J
1409.00 199.00 2520.00 328.00 570.00 378.00 155.00 155.00 152.00 453.00
K L M N O P Q R S T
155.00 129.00 152.00 152.00 374.00 184.00 184.00 90.00 14.00 114.00
7.00 15.00 146.00 25.00 171.00 57.00 14.00 0.00 3.00 3.00
58 Providing specialized polysulphide sealant treatment to the expansion joints on terrace (Size : 25mm x 12mm): Application of one coat of-High performance specially
designed SBR latex polymer based bonding agent– ROOFBOND SBR (Armstrong) / POWER n BOND SBR (EBT) / NITOBOND SBR (Fosroc) ZORIBOND SBR (PMCC)/
SIKA LATEX (Sika) WATERSHIELD BOND SBRASTM - C 920 -95 /DIN 18549 TT -S-00227E or equivalent mixing with cement as per manufacturers c] Providing and
application of Acrylic Polymer modified reinstatement concrete/mortar admixture with - OOFCRETE AR (Armstrong ) / ZORIGROUT CMG (PMCC) / POWER n GUARD ARM
(EBT) / WATERSHIELD AR / Fosroc to finish the damaged edges of joint and making the groove. d]. Providing and fixing of masking tape on top of the joint both sides. e].
Providing and fixing of Back up support material of Polyethelene foam to leave the depth of 12mm on the joint. f]. Providing and application of one coat of polysulphide
primer with – Polysulphide primer on inner edge on joints. g]. Providing and application of Two part Polysulphide sealant to a width of 25mm and 12mm depth with -
ROOFSEAL PS (Armstrong ) / POWER n SEAL PS (EBT) /NITOSEAL PS 200 (Fosroc)/ ZORISEAL PS (PMCC) / SIKA POLYSULPHIDE (Sika) / WATERSHIELD
PSComplies with BS 4254 - 83 or equavalent with putty knife and neat finish.
h]. Removing of masking tape and providing and application of two coats of Acrylic elastomeric cementitious coating with – ROOFSEAL PS (Armstrong ) / POWER n SEAL
PS (EBT) /NITOSEAL PS 200 (Fosroc)/ ZORISEAL PS (PMCC) / SIKA POLYSULPHIDE (Sika) / WATERSHIELD PS including cost and conveyance of all materials, labour
charges, overheads & contractors profit etc., complete for finished item of work
1931.00 RM ONE RM 738.00 1425078

A B C D E F G H I J
574.00 0.00 497.00 0.00 0.00 60.00 0.00 99.00 0.00 623.00
K L M N O P Q R S T
78.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
59 Providing and fixing of Expansion joint filler board for buildings, columns, beams and slabs 25 mm thick including cost and conveyance of all materials to site, all
incidental, operational, labour charges etc.overheads & contractors profit complete for finished item of work as per approved drawing for all floors
674.00 SQM ONE SQM 374.00 252076

A B C D E F G H I J
119.00 0.00 255.00 0.00 0.00 28.00 0.00 51.00 0.00 171.00
K L M N O P Q R S T
50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
60 Providing and fixing of 24 gauge alluminium sheet over expansion joint groove of width 15cm fixed to walls / columns at one edge and resting over the other block
walls/columns concealing expansion joint with slotted holes for free edge of aluminium sheet to facilitate free movement of aluminium sheet over the finished surface of
expansion joint and wall face using sheet metal screws with nylon receiver complete including cost and conveyance of all materials to site, all incidental, operational, labour
charges , overheads & contractors profit etc., complete for finished item of work as per approved drawing (for all floors for vertical joints and bottom of slab)
1931.00 RM ONE RM 73.00 140963

A B C D E F G H I J
574.00 0.00 497.00 0.00 0.00 60.00 0.00 99.00 0.00 623.00
K L M N O P Q R S T
78.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
61 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of
extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides
floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without
stress to it’s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor
treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by
utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere
ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement.
Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by
Engineer -in- Charge . (Material shall confirm to ASTM 6063.)
350.00 RM ONE RM 7473.00 2615550

A B C D E F G H I J
200.00 0.00 150.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
62 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints
shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an
Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down
tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces
mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063.)
1800.00 RM ONE RM 5006.00 9010800

A B C D E F G H I J
1200.00 0.00 600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
63 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of
Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02.
The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic
movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various
project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base
members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit
circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical
displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from
maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063.
Roof Joint of 200 mm gap 350.00 RM ONE RM 5541.00 1939350

A B C D E F G H I J
200.00 0.00 150.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T

A B C D E F G H I J
200.00 0.00 150.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
64 Providing and fixing in true horizontal level 15 mm - Mineral Fiber Ceiling tile of 595 x 595 (Square edge Fissura fine model) using hot dipped Galvanized Steel
section exposed surface with pre-coated capping, main Tee of size 24 x 32 mm at every 1200 mm c/c maximum and rotary stitched cross tee of size 24 x 27 mm at every
600 mm c/c and sub-cross tee of size 24 mm x 25 mm at 1200 mm c/c and wall angle of size 19 x 19 mm fixed to periphery of the wall and the above grid is suspended at
every 1200 mm c/c in both directions using 2.0 mm thick pre-straightened GI Wire including cost and conveyance of all materials and labour charges such as cutting , fixing
of standing of frame work exposing roof making, overheads & contractor profit etc., complete for finished item of work in all floor in all floors.hed item of work in all floor in all
floors.
69719.00 SQM ONE SQM 975.00 67976025
A B C D E F G H I J
43553.00 1130.00 17478.00 2708.00 88.00 234.00 11.00 14.00 104.00 236.00
K L M N O P Q R S T
14.00 24.00 52.00 52.00 1027.00 1240.00 1240.00 0.00 0.00 0.00
28.00 0.00 0.00 0.00 0.00 486.00 0.00 0.00 0.00 0.00
65 Suplying and fabricating, erecting and fixing in position tabular trusses of approved design with M.S tube conforming to I.S specifications including roof frame work
consisting of rafters, ties struts and purlins including cost of foundations bolts, cleats, bearings plates, etc., complete as per the approved drawing including cost and
conveyance of all materials, labour charges for fabrication and fixing, hire charges of all tools and plants, all incidental charges, overheads and contractor profit etc.,
complete for finished item of work in all floors as directed by the Engineer-in-Charge
14121.00 Kgs ONE Kgs 108.00 1525068

A B C D E F G H I J
TOTAL Unit Amount
12231.00 0.00 1890.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
66 Roofing with UV resistant multi-wall polycarbonate sheets of any colour 10mm thick fixed with Aluminium Universal glazing set 40mm wide and as per drawing etc.,
complete including cost and conveyance of all materials, labour charges, overheads and contractors profit etc., but excluding the cost of purlins, rafters, trusses, aluminium
universal glazing set complete for finished item of work
1314.00 SQM ONE SQM 1779.00 2337606

A B C D E F G H I J
1138.00 0.00 176.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
67 Supplying and fixing Aluminium Universal glazing set 40mm wide for jointing and fixing Polycarbonate sheets including cost and conveyance of all materials,
labour charges, overheads and contractors profit etc., complete for finished item of work
1687.00 RM ONE RM 130.00 219310

A B C D E F G H I J
1670.00 0.00 17.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
68 White washing two coats with white cement to ceiling to give an even shade after thouroughly brushing the surface to remove all dirt and remains of loose powdered
materials including cost of all materials , labour charges and incidental such as scaffolding , lift charges etc., and overheads & contractors profit complete for finished item of
work in all floors.
131040.00 SQM ONE SQM 42.00 5503680

A B C D E F G H I J
52235.00 2141.00 19660.00 4580.00 5067.00 7447.00 1606.00 2680.00 4639.00 6157.00
K L M N O P Q R S T
1275.00 1498.00 1959.00 1959.00 4152.00 3216.00 3216.00 443.00 586.00 761.00
55.00 200.00 2180.00 211.00 1425.00 944.00 17.00 103.00 230.00 230.00
60.00 36.00 36.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
69 Providing and applying Wall putty of White Cement or Polymer or Cement based of average 1 to 2 mm thickness over plastered surface to prepare the surface even
and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off
loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and 320 No., emery paper for the surface preparation including cost and
conveyance of all materials to work site and all operational, incidental, labour charges, over heads and contractors profit etc., complete for finished item of work in all floors
for internal walls.
267745.00 SQM ONE SQM 197.00 52745765

A B C D E F G H I J
118867.00 2984.00 28928.00 6397.00 10998.00 25033.00 4060.00 5015.00 9857.00 13815.00
K L M N O P Q R S T
651.00 919.00 4109.00 4109.00 9411.00 7855.00 7855.00 47.00 0.00 1612.00
0.00 0.00 2607.00 0.00 0.00 2616.00 0.00 0.00 0.00 0.00
70 Providing and applying exterior texture of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the
surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler
by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour
charges, scaffolding charges, overheads and contractors profit etc., complete for finished item of work in all floors for external walls.
1437.00 SQM ONE SQM 266.00 382242

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 215.00
0.00 54.00 408.00 89.00 426.00 204.00 41.00 0.00 0.00 0.00
71 Supply & application of one coat water based cement primer of interior grade I and two coats of synthetic polymer luxury plastic emulsion paint of superior
grade having VOC (Volatile Organic Compound) content less than 50 grams/litre for internal walls including cost and conveyance of all materials to site, incidental,
operational and all labour charges etc., and overheads & contractors profit complete for finished item of work in all floors.
286076.00 SQM ONE SQM 193.00 55212668

A B C D E F G H I J
118981.00 3131.00 29660.00 6562.00 11143.00 25636.00 4136.00 5095.00 9930.00 14052.00
K L M N O P Q R S T
746.00 1011.00 4182.00 4182.00 9520.00 8326.00 8326.00 47.00 963.00 1655.00
201.00 336.00 2763.00 725.00 2411.00 2664.00 69.00 0.00 0.00 0.00
86.00 64.00 54.00 46.00 9145.00 0.00 0.00 0.00 228.00 0.00
72 Supply & application of one coat water based cement primer of exterior grade II and two coats of synthetic polymer luxury plastic emulsion paint of superior grade
having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site, incidental, operational
and all labour charges etc., and overheads & contractors profit complete for finished item of work in all floors.
17059.00 SQM ONE SQM 256.00 4367104

A B C D E F G H I J
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 371.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 403.00 337.00 914.00
TOTAL Unit Amount
694.00 317.00 1772.00 400.00 1875.00 851.00 174.00 0.00 0.00 0.00
98.00 69.00 58.00 38.00 0.00 0.00 0.00 0.00 224.00 8464.00
73 Providing and applying water proof wall putty of white cement or polymer or cement based of average 1 to 2 mm thickness over plastered surface to prepare the
surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean &
wipe off loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and 320 No., emery paper for the surface preparation, applying
one coat of cement primer of interior grade-1 and two coats of poy-urethane paint of light green or light blue colour with 1mm thickness with anti fungal and anti
bacterial chemical resistance durable and non particle shedding including cost and conveyance of all materials to work site and all operational, incidental, labour charges,
over heads and contractors profit etc., complete for finished item of work in all floors for internal walls and ceiling of Operation Theatre and labour rooms.
1519.00 SQM ONE SQM 431.00 654689

A B C D E F G H I J
1519.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
74 Painting to new wood work and flush shutters with lappam finish , over a primary coat and painting two coats of synthetic enamel paint Grade-I VOC (Volatile
Organic Compound) content less than 50 grams/litre of approved shade including cost and conveyance of all materials to site cost of primer coat and all labour charges etc.
complete including applying sand paper on lappam coats for neat finish and overheads & contractors profit complete in all floors (APSS No.1200, 1207 & 1211).
7110.00 SQM ONE SQM 199.00 1414890

A B C D E F G H I J
2115.00 96.00 666.00 132.00 217.00 535.00 233.00 589.00 169.00 595.00
K L M N O P Q R S T
223.00 161.00 79.00 79.00 219.00 273.00 273.00 110.00 84.00 4.00
28.00 5.00 50.00 24.00 66.00 52.00 4.00 0.00 0.00 0.00
0.00 3.00 3.00 3.00 0.00 0.00 0.00 0.00 20.00 0.00
75 Painting two coats with synthetic enamel paint Grade-II VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxide to new iron
work including cost and conveyance of all materials to site, incidental, operational and all labour charges etc., and overheads & contractors profit complete for finished item
of work in all floors. (SS No. 1201, 1212 & 1207).
10214.00 SQM ONE SQM 174.00 1777236

A B C D E F G H I J
3448.00 227.00 1532.00 480.00 349.00 919.00 78.00 146.00 444.00 343.00
K L M N O P Q R S T
64.00 72.00 185.00 185.00 162.00 212.00 212.00 0.00 0.00 268.00
0.00 7.00 410.00 23.00 166.00 76.00 27.00 5.00 29.00 29.00
16.00 16.00 16.00 16.00 0.00 0.00 0.00 0.00 52.00 0.00
TOTAL Unit Amount
76 Supply & applying Melamine Polish Glossy/ Matt finish to the wood works duly cleaning the surface and applying emery paper, sand the wood with 180 No., emery
paper and then with 320 No., emery paper, clean & wipe off loose dust, applying suitable knifing paste filler / wood filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand
with 180 and 320 No., emery paper, apply two component wood sealer, air dry for 24 hrs, sand with 320 No emery paper, applying one coat of approved spraying thinner (for
spraying)/ applying one coat of approved brushing thinner or general purpose thinner (for brushing) and apply (either with spray or brush) two coats of approved brand
melamine including cost & labour charges, emery papers, cost of thinner & melamine polish, over heads and contractors profit etc., complete for finished item of work

A B C D E F G H I J
12.00 0.00 18.00 0.00 35.00 0.00 9.00 9.00 35.00 0.00
K L M N O P Q R S T
9.00 9.00 18.00 18.00 0.00 0.00 0.00 0.00 0.00 5.00
0.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00
77 Supply and fixing of two shutter main door cum fixed window as per approved drawing with best teak wood frame of section 150mm x 100 mm with fixed fan light of
500mm at top and fixed panels of 600mm width at sides fixed with 12mm thick Tinted - Bronze/Green glass using 12mm x 12mm teak wood beading and fixing ornamental
grill made of 25mm x 5mm MS flats as per the approved drawing in fan light portion and fixed panels and 1st class teak wood top and middle rails & styles of section
120mm x 35mm, bottom rail of size 150mm x 35mm and 12mm thick plain float glass for shutter with ornamental etching including cost and
conveyance to site of teak wood frame, shutters, glass including supply and fixing 6 Nos MS Zhold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked
brass fixtures of 8 Nos butt hinges(IS:205) 250mm long , 1 No. aldrop (IS:2681) 450mm long, 3 Nos tower bolts- 10mm (IS:204) of 200 mm long , 2 Nos 450 mm long fancy
handles, 2 Nos door stoppers, 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts including labour
charges for fixing the frame in position, fixing the shutters to the frame, fixing glass in fan light portion etc., including overheads & contractors profit complete for finished item
of work in all floors as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 40 mm) (3000mm x 2600mm)

A B C D E F G H I J
15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
78 Supply and fixing of doors as per approved drawings with best teak wood frame of section 100mm x 65 mm with fixed fan light of 500mm at the top fixed with 4mm thick
pin headed glass using 12mm x 12mm Teak Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick double shutters with bond
wood solid block board type core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming
to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to full width and height of the flush
shutter both sides
including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including supply and fixing 6 nos MS Z hold fasts of size 300 mm x 40 mm x 5mm
including cost of ISI marked brass fixtures of 6 Nos butt hinges (IS:205) 150mm long , 1 No. aldrop (IS:2681) 300mm long, 2 Nos tower bolts- 10mm (IS:204) of 200 mm
long at top, 1 No. tower bolt- 10mm bolt (IS:204) 150mm long at bottom, 2 Nos. 150mm long fancy handles (IS:208) , 2 Nos door stopper and 2 Nos Rubber / Nylon door
stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to
the frame, fixing glass in fan light portion etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 The vertical frame of
door shall be embedded in flooring for a depth of not less than 10 mm) (2000mm x 2600mm)
10.40 SQM ONE SQM 5358.00 55723

TOTAL Unit Amount
A B C D E F G H I J
0.00 5.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 5.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00
79 Supply and fixing of doors as per approved drawings with medium teak wood frame of section 100mm x 65 mm with fixed / split type fan light of 500mm at the top
fixed with 4mm thick pin headed glass using 12mm x 12mm Teak Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick
double shutters with bond wood solid block board type core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin
factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to full width
and height of the flush shutter both sides
including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm
including cost of ISI marked Aluminium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts - 10mm (IS:204) of 200
mm long at top, 2 Nos. 150mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with required
number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame, fixing glass in fan light portion etc., including
overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 The vertical frame of door shall be embedded in flooring for a depth of not less
than 10 mm) (1800mm x 2600mm)
472.68 SQM ONE SQM 4051.00 1914827

A B C D E F G H I J
257.40 56.16 154.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 4.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00
80 Supply and fixing of doors as per approved drawings with medium teak wood frame of section 100mm x 65 mm with split type fan light of 500mm at the top fixed with
4mm thick pin headed glass using 12mm x 12mm Teak Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick double
shutters with bond wood solid block board type core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory
made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to full width and
height of the flush shutter both sides
including cost of ISI marked Alumimium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts (IS:204) of 200 mm x 10
mm dia at top, 2 Nos. 150mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with required
number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame, fixing glass in fan light portion etc., including
overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less
than 10 mm) (1500mm x 2600mm)
960.12 SQM ONE SQM 4335.00 4162120

A B C D E F G H I J
570.12 0.00 245.70 132.60 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 11.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount
4mm thick pin headed glass using 12mm x 12mm Teak Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick double
shutters with bond wood solid block board type core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory
made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to full width and
height of the flush shutter both sides
including cost of ISI marked Aluminium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts (IS:204) of 200 mm x 10
mm dia at top, 2 Nos. 150mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with required
number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame, fixing glass in fan light portion etc, including
overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less
than 10 mm) (1200mm x 2600mm)
552.24 SQM ONE SQM 4694.00 2592215

A B C D E F G H I J
496.08 31.20 24.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
4mm thick pin headed glass using 12mm x 12mm Teak Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick single shutter
with bond wood solid block board type core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made
conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides fixing 1mm thick mat finish laminated sheet to full width and height of
the flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including supply and fixing
6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 3 Nos. butt hinges (IS:205) 150mm long , 1 No. aldrop (IS:2681)
300mm long, 1 No. tower bolt (IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon door stop bushes
including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame,
fixing glass in fan light portion etc, including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be
embedded in flooring for a depth of not less than 10 mm) (1000mm x 2600mm)
1424.80 SQM ONE SQM 4671.00 6655241

A B C D E F G H I J
1414.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 10.40 0.00 0.00 0.00 0.00 0.00 0.00
4mm thick pin headed glass using 12mm x 12mm Teak Wood beading and 2 Nos. of 10mm MS Square bars and ISI marked flush door shutter of 30mm thick single
shutter with bond wood solid block board type core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory
made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to full width and height
of the flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including supply and fixing
TOTAL Unit Amount
6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 3 Nos. butt hinges (IS:205) 150mm long , 1 No. aldrop (IS:2681)
300mm long, 1 No. tower bolt (IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon door stop bushes
including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame,
fixing glass in fan light portion etc, including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be
28.08 SQM ONE SQM 4870.00 136750

A B C D E F G H I J
0.00 28.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
84 Supply & Fixing of Lead Lined Stainless steel Clean room door frames and shutters made of Stainless steel grade of 304 hairline finish, frame with 1.60mm 24.96 SQM ONE SQM 23906.00 596694
(16SWG) thick hairline finish Stainless steel grade of 304 formed to Single/double rebate profile of size 100 mm x 58mm/ 143 x 58 mm, door frames with a single / multi
Layer of Lead sheet varying thickness from 3mm /1mm to 2mm depends on radiation level, the shutter with 1.2 mm thick hairline finish Stainless steel grade of 304 formed to
provide a 46mm thick fully flush, double skin door shell with Lock Seam joints at stile edges with a single / multi Layer of Lead sheet varying thickness from 3mm /1mm to
2mm depends on radiation level. The lead sheets extend the full width and height of the door. Lead thickness is to be equal to the shielding in the adjacent wall. Hardware
can be provided with Stainless Steel Ball Bearing Butt Hinges 3 mm thick fixed flush to the frame and shutter etc., including overheads and contractor profit etc., complete for
finished item of work in all floors
A B C D E F G H I J
24.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
85 Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI marked flush door shutters of 30 mm thick double shutters
with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made
conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to full width and height of
the flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including
supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No.
aldrop (IS:2681) 300mm long, 2 Nos. tower bolts (IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150 mm long handles (IS:208), 2 Nos. door stoppers and 2 Nos. Rubber /
Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the
shutter to the frame etc, including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded
in flooring for a depth of not less than 10 mm) (2000mm x 2100mm)
12.60 SQM ONE SQM 4079.00 51395

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.60 0.00 0.00
TOTAL Unit Amount
86 Supply and fixing of two shutter main door as per approved drawing with best teak wood frame of section 150mm x 100 mm and 1st class teak wood top and middle
rails & styles of section 120mm x 35mm, bottom rail of size 150mm x 35mm and 12mm thick plain float glass for shutter including cost and conveyance to site of teak wood
frame, shutters, glass including supply and fixing 6 Nos MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked brass fixtures of 8 Nos butt
hinges(IS:205) 250mm long , 1 No. aldrop (IS:2681) 450mm long, 3 Nos tower bolts- 10mm (IS:204) of 200 mm long , 2 Nos 450 mm long fancy handles, 2 Nos door
stoppers, 2 Nos. Rubber / Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the
frame in position, fixing the shutters to the frame etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical
frame of door shall be embedded in flooring for a depth of not less than 40 mm) (1800mm x 2100mm)
75.60 SQM ONE SQM 10878.00 822377
A B C D E F G H I J
0.00 0.00 0.00 0.00 15.12 0.00 3.78 3.78 7.56 0.00
K L M N O P Q R S T
3.78 3.78 7.56 7.56 0.00 0.00 0.00 0.00 3.78 15.12
0.00 0.00 0.00 0.00 0.00 3.78 0.00 0.00 0.00 0.00
87 Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI marked flush door shutters of 30 mm thick double shutters
the flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including
supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No.
shutter to the frame etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be
25.83 SQM ONE SQM 4438.00 114634

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.75 3.78 0.00
0.00 0.00 0.00 0.00 0.00 6.30 0.00 0.00 0.00 0.00
88 Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI marked flush door shutters of 30 mm thick double shutters with
bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made
conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides, fixing 1mm thick mat finish laminated sheet to full width and height of the
flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including
supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Alumium fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1 No.
shutter to the frame etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be
252.00 SQM ONE SQM 4797.00 1208844

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 50.40 75.60 75.60 0.00 0.00 0.00
TOTAL Unit Amount
0.00 0.00 12.60 0.00 37.80 0.00 0.00 0.00 0.00 0.00
89 Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI marked flush door shutters of 30 mm thick single shutter
the flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminated sheet including supply and
fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 3 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop
(IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200 mm x 10 mm dia at top , 2 Nos. 150 mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon door
the frame etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in
1199.55 SQM ONE SQM 4782.00 5736248

A B C D E F G H I J
0.00 0.00 0.00 0.00 218.30 0.00 101.43 260.19 216.09 0.00
K L M N O P Q R S T
94.82 127.91 90.41 90.41 0.00 0.00 0.00 0.00 0.00 0.00
the flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminated sheet including supply and
1621.86 SQM ONE SQM 4870.00 7898458

A B C D E F G H I J
2.10 4.20 18.90 0.00 0.00 676.94 0.00 0.00 0.00 443.52
K L M N O P Q R S T
0.00 0.00 0.00 0.00 132.30 131.00 131.00 23.10 14.70 6.30
12.60 2.10 0.00 0.00 0.00 0.00 6.30 0.00 0.00 0.00
2.10 2.10 2.10 2.10 0.00 0.00 0.00 0.00 8.40 0.00
the flush shutter both sides including cost and conveyance to site of teak wood frame, flush shutter, laminate sheet including supply and
TOTAL Unit Amount
1162.35 SQM ONE SQM 5077.00 5901251

A B C D E F G H I J
262.71 0.00 447.93 39.69 22.68 28.35 3.78 3.78 24.57 37.80
K L M N O P Q R S T
3.78 86.94 11.34 11.34 3.78 56.70 56.70 0.00 0.00 0.00
0.00 0.00 3.78 0.00 1.89 54.81 0.00 0.00 0.00 0.00
92 Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles
duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),
appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy(white
powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white
powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x
8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including
drilling of holes for fixing hardware and drainageof water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon
sealent over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineerin-Charge inclusive of cost of Single / double glass panes,wire mesh and silicon sealent, all materials, labour charges for fixing,
overheads and contractor profit etc., complete for finished item of work. Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth &
width of profile shall be acceptable. Variationin profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
a) Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double
glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)
55.65 SQM ONE SQM 6140.00 341691

A B C D E F G H I J
47.25 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
b) Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of(big series) frame 116 x 45 mm & sash 46 x
82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)
289.80 SQM ONE SQM 7949.00 2303620

A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 100.80 94.50 94.50 0.00 0.00 0.00
TOTAL Unit Amount
93 Supplying and fixing single side prelam solid panel PVC door frame (Choukhat): Providing and fixing factory made Pac single side Prelam door frame of the size 50x7
mm with a wall thickness of 5mm, made out of extruded 5mm rigid Pac single side prelam sheet, meter cut at two corners and joined with 2 Nos. of 150mm long brackets of
15 x 15mm MS Square tube. The two vertical door profiles are to be reinforced with 19 x 19mm MS. square tube of 19 guage. The door frame shall be fixed to the wall using
65/100mm long MS. Screws through the frame by using Pac fasteners. a minimum of 4 Nos. of screws to be provided for each vertical member and minimum 2nos. for
horizontal member etc. complete as per manufacture specification and direction of Engineer-incharge including conveyance of all materials, labour charges for fixing,
overheads & contractors profit complete for finished item of work in all floors for door of size 800mm x 2100mm.
10513.95 RM ONE RM 375.00 3942731

A B C D E F G H I J
2970.00 95.00 960.00 292.90 515.00 1850.00 49.50 499.95 425.00 875.00
K L M N O P Q R S T
34.70 44.55 345.00 345.00 305.00 305.00 305.00 30.00 8.00 50.00
10.00 5.00 64.35 10.00 15.00 100.00 5.00 0.00 0.00 0.00
94 Providing and fixing 30mm thick factory made moulded door shutter- wood free consisting of frame made out of MS. tubes 19gauge thickness and size of
25mmX25mm for styles, top and bottom rails. MS. Frame shall have a coat of steel primers. The inner panel shall consist of 25mm thick high density EPS conforming to IS
4671-1984 bounded with 2mm thick termite proof, water proof and fire resistant moulded Pac sheet with 2,4,6 raised panel design in different plain and / or pre-lam colours
after routing to the moulded design on one side and 2mm plain and / or pre-lam Pac sheet on other side of the EPS. The edge of panel to be sealed with lipping of 10mm
wide PVC sheet bottom (made by sticking 2 rigid foam sheet of 5mm thickness using Pac solvent cement) and stiles sides 25mm(5mmX5) thick and 30mm width Pac sheet
fitted along MS tube for lock provision for lock height 5mm thick Pac sheet of size 150mmX100mm fixed with upper and lower face of inner side of EPS panel etc., complete
as per direction of Engineer – in-Charge, manufacture specification and drawing including ISI marked Aluminium fixtures 3 Nos. butt hinges (IS:205) of 150mm long, 1 No.
aldrop (IS:2681) 250 mm long, 1 No. tower bolt (IS:204) of 150 mm x 10mm dia, 2 Nos. 125mm long handles (IS:208),1 No. Rubber / Nylon door stop bushes including
labour charges for fixing the shutter to frame etc., including overheads & contractors profit complete for finished item of work in all floors for door of size 800mm x 2100mm
3550.21 SQM ONE SQM 3753.00 13323919

A B C D E F G H I J
997.92 31.92 322.56 92.94 173.04 621.60 15.75 133.88 151.20 294.00
K L M N O P Q R S T
11.13 14.28 115.92 115.92 102.48 102.48 102.48 10.08 1.68 67.20
3.15 1.60 20.48 6.30 5.04 33.60 1.58 0.00 0.00 0.00
95 Providing & Fixing of Scientific Doors with metal door frames and door shutters made of galvanize steel (base steel as per IS 513 of 0.58 mm thick D quality,
galvanized as per IS 277 with Zinc of 120 GSM). coated with Zinc Phosphate Primer to receive any paint on site or finished with Thermosetting Polyurethane paint of
Aliphatic Grade providing high levels of scratch resistance and durability/Epoxy polyester powder for powder coating paint thickness 50-60 microns (Dry film thickness) outer
frame section of 100 x 58 mm x 1.2 mm thick, shutter section of 0.80 mm thick galvanized steel sheet pressed (roll formed) for 46mm thick fully flush, double skin door shell
seam joints at stile edges, in-fill of honeycomb Kraft paper used to give the required rigidity and effective acoustic insulation with 6” Tower bolt – 2 Nos., 6” D handles – 2
Nos., 10” Aldrops – 1 No., Butt Hinges – 6 Nos, Mortise Lock of approved quality – 1 No, frames fixed to the concrete/masonry wall by means of self expanding screws
including cost and conveyance of all materials, labour charges for fixing, overheads and contractor profit etc., complete for finished item of work in all floors for double leaf
doors (2000mm x 2600mm, 1800mm x 2600mm)
36.40 SQM ONE SQM 11329.00 412376

A B C D E F G H I J
36.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
TOTAL Unit Amount
96 Providing and fixing factory made uPVC white colour sliding glazed window comprising of uPVC multi-chambered frame with in-built roller track and sash extruded
profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),
appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc
alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws
etc. Profile of frame & sash shall be mitred cut and fusion
welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be
filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge
inclusive of cost of Single / double glass panes of 4mm thick pin headed glass, wire mesh and silicon sealent . Note: For uPVC frame and sash extruded profiles minus 5%
tolerancein dimension i.e. in depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be accepted. But no extra payment on this account
shall be made.
a) Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing
bead of appropriate dimension .
4738.05 SQM ONE SQM 6640.00 31460652

A B C D E F G H I J
2580.81 221.40 1414.80 426.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
9.60 0.00 0.00 0.00 65.04 0.00 0.00 0.00 1.56 1.56
1.44 1.44 1.44 1.44 0.00 0.00 0.00 0.00 11.52 0.00
a) Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mmboth
having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension
662.13 SQM ONE SQM 8935.00 5916132

A B C D E F G H I J
546.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.06 0.00 0.00
0.00 0.00 0.00 0.00 0.00 67.86 0.00 0.00 0.00 0.00
TOTAL Unit Amount
97 Providing and fixing 3 Track 3 Shutter Pre painted Steel sliding Window fabricated from roll formed sections made of Galvanized steel colour coated /powder coated
(Base Steel as per IS 513 „D‟ quality galvanized as per IS 277 with Zinc of 120 Gms./ Sq.mtr) with total coated thickness of 0.58mm. Primer Coat with epoxy primer of 5-7
microns thick, finished paint with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up
to 50-60 microns thick. The External Section for Three Track Three Sliding Shutter should be of 44 x 107mm with a provision for bottom track insert profile of 10x9 mm made
of aluminium. Section for Window glass shutter should be of 35x49mm , Section for Window Euro groove should be of 25x24mm made of plastic to accommodate standard
accessories, and section for window lap strip should be of 21x4mm made of plastic. Section for Mesh Shutter should be of 35x49mm. The Window to be panelled with 4mm
thick pin headed glass. The gaskets are to be made of Ethyl Propylene Diamine Manomer [EPDM]. Corner Brackets for internal and external frame to be made of glass filled
nylon. Touch lock to be provided for Window Shutter. Sections are to be cut to length, joined and assembled by means of corner brackets. The above frame to be fixed to
Brick/Concrete masonry by using Nylon self expanding caps and driving MS electroplated 80mm screws into the caps through frames. The Grill for safety for windows to be
made of 10mm thick square rod bars with 152mm pitch including cost and conveyance of all materials, labour charges for fixing, overheads and contractors profit etc., for
3278.97 SQM ONE SQM 7526.00 24677528

A B C D E F G H I J
0.00 0.00 0.00 0.00 375.96 712.92 60.84 116.22 361.92 308.49
K L M N O P Q R S T
49.53 62.40 151.32 151.32 142.35 190.32 190.32 0.00 25.20 57.72
0.00 3.90 308.88 4.68 0.00 0.00 4.68 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
98 Providing and fixing factory made uPVC white colour fixed glazed windows / Ventilators comprising of uPVC multi chambered frame and mullion (where ever
required) extruded profiles duly reinforced with 1.60± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to
uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket,G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic
caps and necessary stainless steel screws etc. Profileof frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including
drilling of holes for fixing hardware and drainage of water etc.
After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality,
all complete as per approved drawing & direction of Engineer-in-Charge inclusive of cost of Single / double glass panes and silicon sealant. Note: For uPVC frame, sash and
mullion extruded profiles minus 5%tolerance in dimension i.e. in depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be accepted.
But, no extra payment on this account shall be made.
Fixed windows / Ventilators made of (small series) frame 47 x 50mm & mullion 47 x 68 mm both having wall thickness of 1.9 ±0.2 mm and single glazing bead of
appropriate dimension.
i) Ventilators
259.95 SQM ONE SQM 6624.00 1721909
A B C D E F G H I J
163.35 3.90 56.10 28.50 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.80 0.00 0.00
0.00 0.00 0.00 0.00 0.00 6.30 0.00 0.00 0.00 0.00
TOTAL Unit Amount
99 Supplying and fixing of Fixed Louvered Ventilators made of pre - painted steel (base steel as per IS 513 of -0.58 mm thick 'D" quality, galvanized as per IS 277 with
zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick
alkyd backer, The section for louvered ventilators should be of of 33 x 56 mm Box section paneled with 4 mm pinhead glass with Ethyl propylene Diamine monomer Gasket
(EPDM) and the sections cut to length mitre joined with corner bracket . corner brackets made of CRCA with Zinc Phosphate. The frames to be fixed to the concrete
/masonry wall by means of self expanding screws including 10 mm square guard bars with 6" pitch including cost cost and conveyance of all materials, labour charges for
fixing, overheads and contractors profit etc., complete for finished item of work in all floors.
i) Ventilators 683.48 SQM ONE SQM 4892.00 3343584

A B C D E F G H I J
0.00 0.00 0.00 0.00 63.00 204.30 15.88 69.02 71.40 30.90
K L M N O P Q R S T
18.16 5.10 28.80 28.80 18.30 22.60 22.60 0.00 2.52 2.40
0.60 2.20 36.72 28.00 11.88 0.00 0.30 0.00 0.00 0.00
99 Supply and fixing jallies ( cement concrete ) of 50mm thick as per the design approved by the Engineer-in-Charge including cost and conveyance of materials to site
and labour charges etc., overheads & contractors profit complete for finished item of work.

A B C D E F G H I J
0.00 0.00 0.00 7.00 4.00 0.00 0.00 0.00 11.00 0.00
K L M N O P Q R S T
0.00 0.00 6.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 7.00 29.00 5.00 0.00 18.00 18.00 6.00
K L M N O P Q R S T
2.00 0.00 9.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 7.00 29.00 5.00 0.00 18.00 18.00 6.00
K L M N O P Q R S T
2.00 0.00 9.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 7.00 15.00 5.00 0.00 18.00 18.00 6.00
K L M N O P Q R S T
2.00 0.00 9.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00
TOTAL Unit Amount

A B C D E F G H I J
0.00 0.00 0.00 0.00 15.00 5.00 0.00 18.00 18.00 6.00
K L M N O P Q R S T
0.00 0.00 9.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00

A B C D E F G H I J
0.00 0.00 0.00 0.00 15.00 5.00 0.00 0.00 18.00 6.00
K L M N O P Q R S T
100 Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by 84.10 SQM ONE SQM 3633.00 305535
end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and
arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks,
ball bearings, all accessories etc., overheads & contractors profit complete for finished item of work as per special spn: 1108
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 7.50 28.80 0.00 0.00 4.20 4.20 4.20
4.60 4.60 4.60 4.60 0.00 0.00 0.00 0.00 16.80 0.00
101 Supplying and fixing of MS doors, grill to windows, ventilators / in open court yards using MS angles, flat, square bars including cost and conveyance of all materials,
cutting, bending, welding, all operational charges, labour charges, overheads and contractor profit etc., complete for finished item of work.
147082.80 Kgs ONE Kgs 89.00 13090369

A B C D E F G H I J
49725.00 3405.00 22980.00 7200.00 6944.40 13785.00 1110.00 2190.00 6589.80 5145.00
K L M N O P Q R S T
960.00 1080.00 2746.80 2746.80 2430.00 3180.00 3180.00 0.00 420.00 930.00
0.00 105.00 6150.00 0.00 1185.00 1140.00 405.00 0.00 675.00 675.00
TOTAL Unit Amount
102 Supplying and fixing of two shutter cupboards as per drawing with medium teak wood frames of size 75mm x 40mm and MDF Board Interior grade both sides laminated
18mm thick for shutters with 18mm x 12mm teak wood beading alround and supplying and fixing powder coated MS fixtures 3 Nos. butt hinges of size 100mm long(for
each shutter), tower bolt 2 Nos. of 100mm x 10mm, 2 Nos of handles 125mm long and standard locking arrangements for shutters including cost and conveyance of all
materials to site, labour charges, over heads and contractor profit etc., complete for finished item of work.
12692.00 SQM ONE SQM 2817.00 35753364

A B C D E F G H I J
2192.00 80.00 738.00 138.00 934.00 3574.00 112.00 220.00 921.00 537.00
K L M N O P Q R S T
115.00 155.00 375.00 375.00 748.00 570.00 570.00 32.00 0.00 67.00
0.00 0.00 86.00 5.00 31.00 103.00 14.00 0.00 0.00 0.00
103 Supply and fixing of cement bonded pre-laminated particle boards aluminum glazed partitions using 10mm cement bonded pre-laminated particle boards and
5.00 mm thick plain glass to full height. Using with LAM to a height of 0.91 meter at bottom panel and remaining height with glass and aluminum sections anodized to 12 to
15 microns and of sections of size 37mm x 62mm and 1.5mm thickness with one meter centre to centre duly fixed with clip beading on both sides including fixing the frame
to pillars by M.S. flats, bolts and nuts including cost and conveyance of all materials etc., complete as directed during execution and overheads & contractors profit etc.,
221.00 SQM ONE SQM 3304.00 730184

A B C D E F G H I J
0.00 0.00 0.00 221.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
104 Supply and delivery and fixing of encapsulated plastic steps for man holes manufactured as per companies standard specification including cost of materials packing 77.00 SQM ONE SQM 207.00 15939
as per companiess standards, loading, transportation, unloading and stacking at site of work including labour charges for fixing, overheads and contractor profit etc.,
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 30.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 0.00
105 Supplying & fixing 602 x 602 mm CI man hole frame and cover (light weight) 30 Kgs including cost and conveyance and labour charges for fixing, overheads and 8.00 SQM ONE SQM 2945.00 23560
contractor profit etc., complete for finished item of work
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00
TOTAL Unit Amount
106 Construction of Granular sub-base by providing HBG material confirming to Grading - III of MORT & H Table 400-2 including cost and conveyance of all material to work 7301.00 CUM ONE CUM 1095.00 7994595
site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix place method with Rotavator/ approved means, at OMC
and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT& H specification 401 (4th revision) and as directed
by the Engineer- in - charge (Payment will be made based on levels for finished item of work)
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 7301.00 0.00 0.00 0.00 0.00 0.00
107 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a 7301.00 CUM ONE CUM 4222.00 30824822
prepared sub base, with cement content of 400 kgs/cum for M 30 (Grade), coarse and fine aggregates conforming to IS : 383, using batching and mixing plant of 15
cum per hour capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel
plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in
continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to
bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and
grade as per drawing and Technical Specification Clause 1501 MORD including cost and conveyance of all materials , labour charges , overheads and contractors profit
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 7301.00 0.00 0.00 0.00 0.00 0.00
108 Providing, laying Reinforced cement concrete Hume pipes of 300mm dia. NP-3 class for cross ducts including cost and conveyance of Pipes etc., complete and 300.00 RM ONE RM 1216.00 364800
Labour charges for laying, jointing of 300mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H
Specification 2900, 2905 and 2906 (5th revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work
A B C D E F G H I J
K L M N O P Q R S T
0.00 0.00 0.00 0.00 300.00 0.00 0.00 0.00 0.00 0.00
Sub Total ::(Civil Works) 2805204181

SITE DEVLOPEMENT
S.No. Description Quantity Unit Rate in Rs.
A TOTAL SITE
1 Clearing and grubbing road landby mechanical 275673.00 Sqm 2.00
means including uprooting wild vegetation, grass,
bushes, shrubs, saplings and trees of girth upto 300
mm, removal of stumps of such trees cut earlier and
disposal of unserviceable materials and stacking of
serviceable material to be used or auctioned, upto a lead
of 1000 m including removal and disposal of top organic
soil not exceeding 150 mm in thickness as per Technical
Specification Clause 201 MORD / MORTH including
overhead charges & Contractor profit, complete for
finished item of work.
2 Cutting of trees, including cutting of trunks,

branches and removal of stumps & roots, refilling,
compaction of back filling and stacking of serviceable
material by manual means with all lifts and lead up to
100m as per Technical Specification Clause 201MORD /
MORTH including overhead charges & Contractor profit,
a) Girth above 300 mm to 600 mm 650 NOS. 362.00
b) Girth above 600 mm to 900 mm 175 NOS. 596.00
c) Girth above 900 mm to 1800 mm 45 NOS. 1229.00
B BUILDINGS
1 Excavation in soil by mechanical means including 34377.00 Cum 44.00
cutting and pushing the earth to site of embankment
upto a distance of 100 m, including trimming bottom and
side slopes in accordance with requirements of lines,
grades and cross-sections as per Technical Specification
Clause 302.3 MORD / 301 MORTH including overhead
charges & Contractor profit, complete for finished item of
work.
2 Excavation in ordinary rock by deploying a dozer D-50 126051.00 Cum 55.00

including cutting and pushing the cut earth to site of
embankment upto a distance of 100 m (average lead 50
m), trimming bottom and side slopes in accordance with
the requirements of lines, grades and cross-sections with
lift upto 3 m as per Technical Specification Clause 301
MORTH / 302 MORD including overhead charges &
Contractor profit, complete for finished item of work..
3 Excavation in hard rock (requiring blasting) by 57296.00 CUM 386.00
drilling, blasting and breaking, trimming of bottom
and side slopes in accordance with requirements of
lines, grades and cross-sections, loading and disposal of
cut rock with all lifts and leads upto 1000 m as per
Technical Specification Clause 302.3.5 MORD / 301
4 Excavation in hard rock (blasting prohibited) by 11460.00 CUM 947.00

mechanical means including breaking rock, loading in
tippers and disposal with initial lift of 3 mts and lead upto
1000 metres, trimming bottom and side slopes in
accordance with requirements of lines, grades and cross-
sections as per Technical Specification Clause 302.3.5
MORD / 301 MORTH including overhead charges &
Contractor profit, complete for finished item of work.
5 Filling with available excavated earth including pre- 167553.00 CUM 232.00
watering of soil, removal of top soil, spreading soils,
breaking clods, sectioning and consolidation with
Vibratory Road Roller @ OMC to meet requirement of
table 300-2 of MoRT&H, including all hire and
operational charges of T&P complete for finished item of
work as per MoRT&H specification 305 (4th revision)
including cost and conveyance of all materials , labour
charges , overheads and contractors profit etc., complete
for finished item of work (Payment will be made based
on level for finished item of work).
B ROAD SIDE
1 Excavation for roadway in soil by mechanical means 31320.00 Cum 44.00
including cutting and pushing the earth to site of
embankment upto a distance of 100 m, including
trimming bottom and side slopes in accordance with
requirements of lines, grades and cross-sections as per
Technical Specification Clause 302.3 MORD / 301
2 Excavation in ordinary rock by deploying a dozer D-50 114840.00 CUM 55.00
3 Excavation for roadway in hard rock (requiring 31320.00 CUM 386.00

blasting) by drilling, blasting and breaking, trimming
of bottom and side slopes in accordance with
requirements of lines, grades and cross-sections, loading
and disposal of cut rock with all lifts and leads upto 1000
m as per Technical Specification Clause 302.3.5 MORD /
301 MORTH including overhead charges & Contractor
4 Excavation for roadway in hard rock (blasting 31320.00 CUM 947.00

prohibited) by mechanical means including breaking
rock, loading in tippers and disposal with initial lift of 3
mts and lead upto 1000 metres, trimming bottom and
grades and cross- sections as per Technical
Specification Clause 302.3.5 MORD / 301 MORTH
including overhead charges & Contractor profit, complete
5 Providing and constructing dry rubble rock-toe with 1125.00 CUM 559.00
rubble and stone chips from dump yard (Spoil Bank)
including cost of all materials, machinery, labour, hand
packing rubble and stone chips, finishing top and sides to
required slopes etc., complete with initial lead upto 1 km
and all lifts including overhead charges & Contractor
Useful rubble and stone chips will be issued at dump

yard at the issue rate for usefull rubble / stone chips.
Sorting out and breaking charges included in rate
analysis.
6 Providing and constructing 60 cm thick hand packed 4640.00 SQM 1909.00
rough stone revetment with 65 to 75 cm long through
stones at 1.50 m c / c over a backing of 45 cm thick
graded filter media consisting of sand, 10 mm and 40
mm size approved graded aggregates laid in layers of 15
cm thick each including cost of all materials, machinery,
labour, laying to required slopes, wedging with chips,
finishing etc. complete with initial lead upto 50 m and all
lifts including overhead charges & Contractor profit,
complete for finished item of work..
C RETAINING WALL
2 Supply and placing of Plain Cement Concrete M 7.5 2963.00 CUM 2557.00
grade for foundations using coarse aggregate 40mm
size hard, machine crushed granite from approved
quarry using batching and mixing plant of 15 cum per
hour capacity including cost and conveyance of all
materials like cement, sand, coarse aggregate, water etc.
to site including all operational, incidental and labour
charges, transporting concrete in transit mixer, curing
etc., and overheads & contractors profit complete for
finished item of work (APSS No. 402)
3 Supply and placing of the Design Mix Concrete M 25 14411.00 CUM 6413.00
grade corresponding to IS 456 with cement content of
380 kgs per 1 cum of concrete using batching and
mixing plant of 15 cum per hour capacity with 20mm size
graded machine crushed hard granite metal (coarse
aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to
Part 8) from approved quarry including cost and
conveyance of all materials like cement, fine aggregate
(sand) coarse aggregate, water etc., to site, centering
using steel scaffolding pipes , jack props , wallers , foot
plates , brackets , steel centering plates etc., including all
operational, incidental and labour charges such as weigh
batching, machine mixing, lifting of concrete manually,
laying concrete, vibrating, curing etc., and overheads &
contractors profit complete but excluding cost of steel
and its fabrication charges for finished item of work for
footings.
4 Supply and placing of the Design Mix Concrete M 25

mixing plant of 15 cum per hour capacity with 20mm size
Part 8) from approved quarry including cost and
(sand) coarse aggregate, water etc., to site, centering
using steel scaffolding pipes , jack props , wallers , foot
plates , brackets , steel centering plates etc., including all
operational, incidental and labour charges such as weigh
batching, machine mixing, lifting of concrete manually,
laying concrete, vibrating, curing etc., and overheads &
and its fabrication charges for finished item of work for
retaining walls
a) 1000mm thick at bottom and 500mm thick at top 9450.00 SQM 6474.00
b) 1000mm thick at bottom and 300mm thick at top 481.00 SQM 5762.00
c) 600mm thick at bottom and 300mm thick at top 3136.00 SQM 4339.00
d) 500mm thick at bottom and 300mm thick at top 4492.00 SQM 3983.00
5 Providing Thermo Mechanically Treated (TMT) (Fe 2501.92 MT 63295.00
500 / Fe 500 D grade as per IS 1786-1979) of different
diameters for RCC works including labour charges for
straightening, cutting, bending to required sizes and
shapes, placing in position with cover blocks of approved
materials and size and tying and lap-splicing with binding
wire of 18 SWG, forming grills for reinforcement work as
per approved designs and drawings, including cost and
conveyance of steel bars, including all wastages such as
overlaps, couplings, chairs, spacer bars including cost
and conveyance of binding wire, cover blocks and all
incidental, operational, labour charges such as cutting,
bending, placing in position, tying etc., and overheads &
( APSS No.126)
D
CANAL
1 Excavation for roadway in soil by mechanical means 29123.00 CUM 44.00
including cutting and pushing the earth to site of
embankment upto a distance of 100 m, including
trimming bottom and side slopes in accordance with
requirements of lines, grades and cross-sections as per
Technical Specification Clause 302.3 MORD / 301


4 Excavation for roadway in hard rock (blasting 9708.00 CUM 947.00
prohibited) by mechanical means including breaking
rock, loading in tippers and disposal with initial lift of 3
mts and lead upto 1000 metres, trimming bottom and
grades and cross- sections as per Technical
Specification Clause 302.3.5 MORD / 301 MORTH
including overhead charges & Contractor profit, complete
E
PLAY GROUND

DISPOSAL SURPLUS EXCAVATED MATERIALS

1 Conveyance of surplus excavated earth to a distance 41359.00 CUM 65.00
of 3 KM for disposal including hire charges of T & P,
labour charges etc., and overheads & contractors profit




Grand Total
m in Vizianagaram District
Amount
551346
235300
104300
55305
946251.00
1512588
6932805
22116256
10852620
38872296
80286565.00
1378080
6316200
12089520
29660040
628875
8857760
58930475.00
2025980
7576391
92417743
61179300
2771522
13607104
17891636
158358710
355828386.00
1281412
7474775
7494190
9193476
25443853.00
8738070
15331148
24069218
2688335
4838964
5707496
6576028
12407520
11084078
43302421.00
588807169.00
A A
HOSPITAL BUILDING K MALE RESIDENTS HOSTEL U OPEN AIR THEATER AE 7 LAKH LITERS SUMP
O
B
SERVICES BLOCK L MALE INTERNEES HOSTEL V AMBULANCE SHED AF 2 LAKH LITERS SUMP G
C
MEDICAL COLLEGE M NURSES HOSTEL FOR HOSPITAL STAFF W KITCHEN & DINNING AG 1.5 LAKH LITERS SUMP H
D
NURSING COLLEGE N NURSES HOSTEL FOR COLLEGE X MEDICAL GAS PLAT ROOM AH 1.0 LAKH LITERS SUMP I
E
UG GIRLS HOSTEL 1ST & 2ND YEAR O TEACHING STAFF QUARTERS Y CENTRAL DRUG STORE AI CC ROAD J
F UG GIRLS HOSTEL 3RD TO 5TH YEAR P NON-TEACHING STAFF QUARTERS Z GUEST HOUSE AJ STROM WATER DRAINS
G FEMALE RESIDENTS HOSTEL Q WORKING NURSES QUARTERS AA SECURITY ROOM AK BOX CULVERT
H FEMALE INTERNEES HOSTEL R MORTUARY BUILDING AB 500 KLD STP AL SLAB CULVERT
INLET CHAMBER AND

I UG BOYS HOSTEL 1ST & 2ND YEAR S BIO MEDICAL WASTE BUILDING AC 75 KLD STP AM
COLLECTION SUMP
OVER HEAD TANK 1 LAKH
J UG BOYS HOSTEL 3RD TO 5TH YEAR T DHARMASALA/NIGHT SHELTER AD 75 KLD ETP AN
LITERS
ABTRACT ESTIMATE FOR INTERNAL WATERSUPPLY & SEWERAGE
Amount
S.No Description of Work Total Quantity Rate
(Rs.)
A
1 Supplying, laying, filling, jointing and testing SWG SP-1 pipe conforming to ISI 651 & 4127 with air tight Cement joints in CM (1.5:1) prop. including excavation of trenches and
socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour
charges , overheads & contractor profit etc., complete for finished item of work (APSS NO 1301 & 1318)
a 152.40mm dia upto 1524.0mm (5') depth 1528.00 RM 635.00 970280

A B C D E F G H I J
200.00 80.00 280.00 75.00 45.00 80.00 60.00 60.00 60.00 80.00
K L M N O P Q R S T
30.00 30.00 25.00 25.00 15.00 100.00 100.00 20.00 10.00 25.00
10.00 10.00 30.00 0.00 15.00 45.00 18.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
b 203.20mm dia upto 1524mm (5') depth 305.00 RM 860.00 262300

A B C D E F G H I J
250.00 45.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Amount
(Rs.)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
2 Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from 250.00 NOS. 6269.00 1567250
approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole
covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG
Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to
site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing , overheads &
contractors profit etc., complete for finished item of work as per Standard specification.
A B C D E F G H I J
20.00 16.00 25.00 12.00 20.00 16.00 8.00 8.00 10.00 16.00
K L M N O P Q R S T
6.00 6.00 6.00 6.00 15.00 16.00 16.00 0.00 3.00 6.00
1.00 1.00 6.00 0.00 2.00 6.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
3 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber upto 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I 260.00 NOS. 3679.00 956540
frame and cover of 20 Kg including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and
operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing , overheads & contractors profit etc., complete for finished item of work as per Standard
specification.
A B C D E F G H I J
20.00 18.00 35.00 12.00 20.00 18.00 6.00 6.00 5.00 18.00
K L M N O P Q R S T
5.00 5.00 5.00 5.00 15.00 20.00 20.00 4.00 1.00 5.00
1.00 1.00 6.00 0.00 2.00 4.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
4 Supplying and fixing of SWG Gully traps 150mm x 100mm of ISI make confirming to IS 651 & 4127 with C.I grating & constructing cement brick masonry in CM (1:6) prop., 280.00 NOS. 551.00 154280
intermediate chamber and fitted with 304.8 mm X 288.6 mm (12"x9") C.I Frame with hinged cover of standard make as approved including cost and conveyance of all materials to site,
labour charges, overheads & contractors profit etc., complete for finished item of work.
A B C D E F G H I J
18.00 20.00 35.00 15.00 20.00 20.00 6.00 8.00 5.00 20.00
K L M N O P Q R S T
6.00 6.00 6.00 6.00 15.00 20.00 20.00 5.00 4.00 6.00
2.00 1.00 7.00 0.00 2.00 4.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
Amount
(Rs.)
0.00
###
5 Supplying and fixing of 4" (101.6mm) multi floor trap with jali - UPVC/SWR pipe fittings as per site requirements with standard practice for all floors including cost and conveyance 2941.00 NOS. 139.00 408799
of all materials to site, labour charges , overheads & contractors profit etc., complete for finished item of work.
A B C D E F G H I J
965.00 38.00 327.00 160.00 113.00 152.00 44.00 86.00 71.00 280.00
K L M N O P Q R S T
68.00 74.00 54.00 54.00 122.00 121.00 121.00 11.00 4.00 18.00
2.00 1.00 22.00 0.00 2.00 28.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
6 Supplying and fixing 580mm x 440mm long Orissa pan white glazed Water Closet 1st quality ISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware 323.00 NOS. 4276.00 1381148
/ Neycer with brick - ISI mark and providing masonry seat, CC squatting plate and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components
fixed on 2 Nos. of teak wood blocks of size 76.20mm x 101.60mm using required size of nails, screws as approved by Engineer-in-charge, angle stop cock 12.70mm dia. first quality
Indian make heavy duty Seiko/Senior/Nice or equivalent, 12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union, P trap or S trap of Indian W.C.
shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed,
labour charges and seigniorage charges, overheads & contractors profit etc., complete for finished item of work.
A B C D E F G H I J
81.00 6.00 81.00 14.00 10.00 15.00 4.00 0.00 0.00 20.00
K L M N O P Q R S T
3.00 0.00 0.00 0.00 20.00 30.00 30.00 0.00 0.00 1.00
0.00 0.00 3.00 0.00 0.00 2.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
7 Supplying and fixing approved make wash down European Water Closet of 1st quality conforming to IS:2556-Part-2-2004 of white glazed with 'S' trap,supplying and fixing best 676.00 NOS. 5000.00 3380000
Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996 and 10 litres capacity single flush PVC low level cistern with internal
components and fixed using required size of nails and screws, 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded
conforming to IS 8931, 15mm PVC connections with brass union nuts CP coated including cost and conveyance of all materials to site, overheads & contractors profit etc., complete for
A B C D E F G H I J
342.00 16.00 0.00 0.00 33.00 32.00 21.00 17.00 18.00 23.00
K L M N O P Q R S T
16.00 5.00 15.00 15.00 41.00 31.00 31.00 5.00 1.00 6.00
2.00 1.00 3.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
Amount
(Rs.)
###
8 Supply, Installation and commissioning approved make floor mounted close coupled EWC suit CASCADE model 'P' or 'S' trap with dual flush porcelain cistern fixed on EWC 162.00 NOS. 9445.00 1530090
with allinternal parts of dual flush cistern, ultra solid seat cover of approvedmake with rubber buffer and cap 15 mm angle stop cock 450 mm long PVC inter connection pipe wall flanges
all of approved make etc. complete for finished item of work in all respects: Special Colour - Grade - III
A B C D E F G H I J
0.00 0.00 110.00 31.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 21.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
9 Supplying and fixing Indian make Flat Back Wash Hand Basin 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 1208.00 NOS. 2410.00 2911280
mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make heavy duty
complete with standard CI brackets including wooden blocks ,1 No.15mm PVC connection with brass union nuts CP coated , 15 mm brass angle stop valve of quarter turn spindle type
of not less than 400 grams weight with internal threaded conforming to IS 8931, 30 mm nominal size dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and
conveyance of all materials to site, labour charges , overheads & contractors profit for finished item of work
A B C D E F G H I J
405.00 19.00 158.00 46.00 33.00 62.00 14.00 16.00 17.00 44.00
K L M N O P Q R S T
19.00 9.00 19.00 19.00 81.00 91.00 91.00 5.00 2.00 8.00
2.00 1.00 19.00 0.00 2.00 23.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
10 Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing , 698.00 NOS. 239.00 166822
overheads & contractors profit for finished item of work in all floors
A B C D E F G H I J
0.00 7.00 72.00 28.00 36.00 63.00 25.00 34.00 21.00 61.00
K L M N O P Q R S T
19.00 9.00 26.00 26.00 61.00 91.00 91.00 5.00 2.00 5.00
2.00 1.00 8.00 0.00 2.00 0.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
11 Supply & fixing soap dish Jaquar make queen series Chrome plated with 7 years warranty including cost and conveyance of all materials, labour charges for fixing , overheads & 516.00 NOS. 1642.00 847272
contractors profit for finished item of work in all floors.
A B C D E F G H I J
493.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
Amount
(Rs.)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 23.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
12 Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm, plywood back with NP screws 1st quality including cost and conveyance of all materials, 724.00 NOS. 540.00 390960
labour charges, overheads & contractors profit for finished item of work in all floors.
A B C D E F G H I J
132.00 10.00 34.00 23.00 28.00 32.00 25.00 34.00 21.00 22.00
K L M N O P Q R S T
19.00 9.00 13.00 13.00 81.00 91.00 91.00 5.00 2.00 5.00
2.00 1.00 4.00 0.00 2.00 22.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
13 Supply & Fixing of towel rail 24'' Jaquar make Continental series, Chrome finish with 7 years warranty including cost and conveyance of all materials to site, labour charges for 188.00 NOS. 1587.00 298356
fixing, overheads & contractors profit complete for finished item of work at all floor levels.
A B C D E F G H I J
132.00 0.00 0.00 0.00 0.00 0.00 0.00 34.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 22.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
14 Supplying and fixing of 25 mm nominal size dia and 609.6mm long aluminium anodized towel rod with brackets and aluminium screws including cost and conveyance of all 479.00 NOS. 176.00 84304
materials, labour charges, overheads & contractors profit for finished item of work.
A B C D E F G H I J
0.00 1.00 34.00 23.00 40.00 32.00 25.00 0.00 21.00 39.00
K L M N O P Q R S T
19.00 9.00 17.00 17.00 61.00 61.00 61.00 5.00 1.00 5.00
2.00 1.00 0.00 0.00 2.00 0.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
Amount
(Rs.)
15 Supply & Fixing of Bibcock Jaquar Florentine (Quarter turn) series, Chrome Finish with 7 years warranty including cost and conveyance of all materials to site, labour charges for 247.00 NOS. 1269.00 313443
fixing, overheads & contractors profit complete for finished item of work at all floor levels.
A B C D E F G H I J
213.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.00 1.00 8.00 0.00 2.00 21.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
16 Supplying and fixing NP bib taps of size 12.70mm dia of Indian make heavy duty (long body) as approved by the Engineer-In-Charge including cost and conveyance of all 644.00 NOS. 403.00 259532
materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.
A B C D E F G H I J
0.00 9.00 72.00 16.00 61.00 62.00 25.00 42.00 31.00 39.00
K L M N O P Q R S T
25.00 17.00 22.00 22.00 61.00 61.00 61.00 8.00 3.00 7.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
17 Supplying and fixing NP bib taps of size 12.70mm dia of Indian make heavy duty (short body) as approved by the Engineer-In-Charge including cost and conveyance of all 270.00 NOS. 260.00 70200
materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.
A B C D E F G H I J
0.00 6.00 66.00 14.00 10.00 15.00 4.00 16.00 5.00 20.00
K L M N O P Q R S T
3.00 4.00 4.00 4.00 20.00 30.00 30.00 0.00 0.00 1.00
2.00 2.00 3.00 0.00 4.00 4.00 3.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
Amount
(Rs.)
18 Supply & fixing bib cock cum health faucet with 1 m long flexible tube and wall hook of Jaquar make queen series Chrome plated with 7 years warranty including cost and 835.00 NOS. 4270.00 3565450
conveyance of all materials, labour charges , overheads & contractors profit for finished item of work.
A B C D E F G H I J
342.00 16.00 110.00 31.00 33.00 32.00 21.00 17.00 18.00 23.00
K L M N O P Q R S T
16.00 5.00 15.00 15.00 41.00 31.00 31.00 0.00 0.00 6.00
2.00 1.00 6.00 0.00 2.00 21.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
19 Supplying and fixing of SWR PVC pipes (Prince/ Sudhakar/ Kisan/ Supreme or any ISI brand) 6 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single ###
junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site,
labour charges, overheads & contractors profit complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)
a) 75mm dia 7844.00 RM 169.00 1325636

A B C D E F G H I J
2951.00 118.00 672.00 220.00 373.00 176.00 132.00 260.00 238.00 392.00
K L M N O P Q R S T
149.00 132.00 136.00 136.00 375.00 522.00 522.00 22.00 6.00 79.00
14.00 8.00 30.00 0.00 28.00 136.00 17.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
b) 90mm dia 366.00 RM 217.00 79422
A B C D E F G H I J
366.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
c) 110mm dia 5476.00 RM 243.00 1330668
A B C D E F G H I J
1601.00 349.00 630.00 177.00 206.00 128.00 132.00 218.00 148.00 297.00
K L M N O P Q R S T
85.00 86.00 91.00 91.00 285.00 337.00 337.00 22.00 6.00 49.00
13.00 7.00 18.00 0.00 28.00 118.00 17.00 0.00 0.00 0.00
Amount
(Rs.)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
20 Supply and fixing of Ashirvad/ Ajay/ Astral Flowguard or equivalent CPVC Pipes and Fittings SDR 11 to meet the requirement of ASTM-D 2846 and are produced in CTS (Copper ###
Tube Sizes 1/2" to 2") for hot and cold water (IS 15778:2007) including cost and conveyance of all materials to site, labour charges for fixing, overheads & contractors profit complete for
finished item of work at all floor levels.
a) 15.90mm OD pipe 4969.00 RM 69.00 342861

A B C D E F G H I J
1753.00 56.00 1086.00 293.00 134.00 162.00 96.00 86.00 85.00 145.00
K L M N O P Q R S T
61.00 40.00 55.00 55.00 230.00 233.00 233.00 10.00 2.00 18.00
6.00 3.00 40.00 0.00 6.00 74.00 7.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
b) 22.20mm OD pipe 11067.00 RM 106.00 1173102
A B C D E F G H I J
5035.00 120.00 1080.00 570.00 367.00 343.00 213.00 283.00 252.00 258.00
K L M N O P Q R S T
294.00 188.00 165.00 165.00 497.00 474.00 474.00 20.00 10.00 66.00
15.00 10.00 65.00 0.00 12.00 73.00 18.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
c) 28.60mm OD pipe 3436.00 RM 164.00 563504
A B C D E F G H I J
880.00 104.00 343.00 147.00 100.00 100.00 71.00 146.00 107.00 103.00
K L M N O P Q R S T
175.00 61.00 84.00 84.00 264.00 219.00 219.00 15.00 20.00 69.00
4.00 4.00 40.00 0.00 8.00 60.00 9.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
d) 34.90mm OD pipe 3162.00 RM 260.00 822120
A B C D E F G H I J
689.00 40.00 859.00 103.00 107.00 73.00 56.00 106.00 63.00 199.00
K L M N O P Q R S T
116.00 37.00 48.00 48.00 168.00 144.00 144.00 12.00 0.00 36.00
Amount
(Rs.)
15.00 15.00 0.00 0.00 15.00 24.00 45.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
e) 41.30mm OD pipe 739.00 RM 357.00 263823
A B C D E F G H I J
180.00 36.00 152.00 58.00 40.00 0.00 0.00 27.00 17.00 0.00
K L M N O P Q R S T
0.00 27.00 10.00 10.00 48.00 36.00 36.00 62.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
f) 50.00mm OD pipe 0.00 RM 549.00 0
A B C D E F G H I J
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
21 Supplying and fixing 65 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 in ground or on wall with GI fittings such as elbows tees couplings, nipples, 2220.00
plugs including excavation for trenches and refilling the trenches ,chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks
on walls including cost and conveyance of all materials and labour charges , overheads & contractors profit complete for finished item of work except for GI bends union and GI
connectors with checkout and socket Tata or Zenith make or equivalent
RM 858.00 1904760
A B C D E F G H I J
480.00 50.00 125.00 95.00 50.00 60.00 115.00 110.00 90.00 110.00
K L M N O P Q R S T
125.00 125.00 110.00 110.00 210.00 80.00 80.00 0.00 0.00 95.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
22 Supply and fixing of Ashirvad/ Ajay/ Astral Flowguard or equivalent UPVC Pipes and Fittings SCH-40 Grade to meet the requirement of ASTM-D 2846 for hot and cold water (IS ###
15778:2007) including cost and conveyance of all materials to site, labour charges for fixing, overheads & contractors profit complete for finished item of work at all floor levels.
a) 65 mm Dia 60.00 RM 807.00 48420

A B C D E F G H I J
Amount
(Rs.)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 60.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
b) 80 mm Dia 2365.00 RM 966.00 2284590
A B C D E F G H I J
225.00 0.00 1160.00 50.00 25.00 45.00 65.00 60.00 40.00 45.00
K L M N O P Q R S T
65.00 65.00 60.00 60.00 160.00 75.00 75.00 0.00 0.00 45.00
0.00 0.00 0.00 0.00 0.00 45.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
c) 100mm Dia 715.00 RM 1051.00 751465
A B C D E F G H I J
100.00 0.00 65.00 35.00 60.00 25.00 25.00 50.00 20.00 25.00
K L M N O P Q R S T
50.00 50.00 20.00 20.00 80.00 45.00 45.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
d) 150mm Dia 280.00 RM 1420.00 397600
A B C D E F G H I J
280.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
23 Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges , overheads & ###
a) 20mm Nominal bore 1233.00 NOS. 843.00 1039419

A B C D E F G H I J
300.00 50.00 60.00 30.00 100.00 35.00 41.00 60.00 60.00 50.00
K L M N O P Q R S T
49.00 20.00 20.00 20.00 100.00 90.00 90.00 0.00 1.00 20.00
Amount
(Rs.)
1.00 1.00 10.00 0.00 2.00 22.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
b) 25mm Nominal bore 234.00 NOS. 1204.00 281736
A B C D E F G H I J
100.00 4.00 8.00 4.00 12.00 4.00 8.00 8.00 10.00 4.00
K L M N O P Q R S T
8.00 2.00 2.00 2.00 12.00 12.00 12.00 4.00 1.00 2.00
1.00 1.00 4.00 0.00 1.00 7.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
c) 32mm Nominal bore 155.00 NOS. 1820.00 282100
A B C D E F G H I J
30.00 4.00 12.00 4.00 10.00 4.00 8.00 8.00 10.00 4.00
K L M N O P Q R S T
8.00 2.00 2.00 2.00 12.00 12.00 12.00 1.00 0.00 2.00
0.00 0.00 1.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
d) 40mm Nominal bore 19.00 NOS. 2464.00 46816
A B C D E F G H I J
15.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
e) 50mm Nominal bore 45.00 NOS. 3605.00 162225
A B C D E F G H I J
10.00 2.00 6.00 0.00 2.00 2.00 2.00 0.00 4.00 2.00
K L M N O P Q R S T
2.00 2.00 1.00 1.00 4.00 2.00 2.00 0.00 0.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
Amount
(Rs.)
###
f) 65mm Nominal bore 2.00 NOS. 5556.00 11112
A B C D E F G H I J
0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
24 Providing and Placing on Terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking 136500.00 LTRS 5.91 806715
arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and
labour charges, overheads & contractors profit complete for finished item of work.
A B C D E F G H I J
30000.00 5000.00 10000.00 5000.00 5000.00 5000.00 5000.00 5000.00 5000.00 5000.00
K L M N O P Q R S T
5000.00 5000.00 5000.00 5000.00 10000.00 5000.00 5000.00 0.00 1000.00 5000.00
1000.00 1000.00 5000.00 0.00 1000.00 2000.00 500.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
25 Supplying and fixing of stainless steel sink of size 914.4 mm x457.2mm, 1mm thick of Indian make fixed on cantilever brackets including supply and fixing 31.75mm C.P. waste 128.00 NOS 7520.00 962560
coupling, 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality ncluding chiselling brick masonry wall and making good & restoring to original surfaces overheads &
contractors profit complete.for finished item of work in all floors.
A B C D E F G H I J
24.00 0.00 16.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 20.00 30.00 30.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
26 Supplying & Fixing Indian make white glazed vitreous china porcelain sink of size 750mm x 450mm x 250mm conforming to IS:2556-Part-5-1994 on cantilever brackets with 864.00 NOS 5630.00 4864320
waste fittings like rubber plug, chain,32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 ncluding chiselling brick masonry wall and making good &
restoring to original surfaces overheads & contractors profit complete.for finished item of work in all floors.
A B C D E F G H I J
139.00 0.00 525.00 200.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Amount
(Rs.)
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
27 Supplying & fixing of Vent Cowl UPVC / SWR Pipe Fittings including cost and conveyance of all materials to site, labour charges for fixing, overheads & contractors profit complete ###
for finished item of work at all floor levels. For 75 mm Dia
a) 75mm dia 185.00 NOS 14.00 2590
A B C D E F G H I J
0.00 0.00 28.00 8.00 10.00 5.00 8.00 8.00 6.00 12.00
K L M N O P Q R S T
6.00 3.00 4.00 4.00 32.00 18.00 18.00 0.00 0.00 4.00
1.00 1.00 0.00 0.00 0.00 8.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
b) 110mm dia 136.00 NOS 19.00 2584
A B C D E F G H I J
0.00 0.00 30.00 6.00 4.00 5.00 8.00 8.00 4.00 10.00
K L M N O P Q R S T
3.00 2.00 2.00 2.00 24.00 8.00 8.00 0.00 0.00 2.00
1.00 1.00 0.00 0.00 0.00 7.00 1.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
28 Supplying and fixing white glazed flat back half stall urinals of size 590 mm x 375 mm x 390 mm with integral flushing rim fixed with screws complete Indian make 345.00 NO 3429.00 1183005
(HSW/Parry/Neycer) conforming to IS:2556-1995 as approved by Engineer-in-charge, including supply and fixing 12.7mm PVC connection with brass plumber union nuts CP coated,
12.70mm push cock 1st quality of approved make , 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and conveyance of all materials to site, labour
charges etc., overheads & contractors profit complete for finished item of work for all floors.
A B C D E F G H I J
118.00 6.00 130.00 6.00 0.00 0.00 0.00 0.00 27.00 40.00
K L M N O P Q R S T
6.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 3.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
29 Supplying and fixing of 16mm to 20 mm thick polished marble slab partitioins of size 4' 0" x 2' 0" for urinals including full rounding the edges, fixing in position, polishing, including 345.00 NOS. 1977.00 682065
cost and conveyance of all materials and labour charges, overheads & contractors profit complete for finished item of work for all floors.
A B C D E F G H I J
118.00 6.00 130.00 6.00 0.00 0.00 0.00 0.00 27.00 40.00
Amount
(Rs.)
K L M N O P Q R S T
6.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 3.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
30 Supplying and fixing of 101.60mm x 609.60mm white glazed porcelain channels 1st quality fixed in brick masonry to the required slopes, white cement pointing including cost and 219.80 RM 876.00 192545
conveyance of all materials and labour charges, overheads & contractors profit complete for finished item of work for all floors.
A B C D E F G H I J
70.80 4.00 78.00 13.00 0.00 0.00 0.00 0.00 17.00 24.00
K L M N O P Q R S T
4.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
31 Construction of Brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm with Brick in CM (1:6) prop including plastering and finishing with 12mm thick in CM 1145.00 NOS. 82.00 93890
(1:5) including cost and conveyance of all materials and all labour charges, overheads & contractors profit complete for finished item of work for all floors.
A B C D E F G H I J
150.00 50.00 100.00 30.00 45.00 50.00 35.00 35.00 50.00 50.00
K L M N O P Q R S T
50.00 50.00 30.00 30.00 90.00 90.00 90.00 25.00 5.00 30.00
5.00 5.00 15.00 0.00 5.00 25.00 5.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
0.00
###
32 Supply and Fixing of Surgucal Scrub: Surgical scrub sink should be designed for use in OT complex providing Surgeons with a convenient sink for pre – OT scrub up. Each fixture 14.00
should be fabricated with 18 SWG gauge type 304 stainless steel and should be seamless welded construction, polished to a stain finish. The scrub sink should be provided with a water
controlled value, waste connections, stoppers and strainers. 4 Feet Length and 3 Feet Hight with 2 Foot operated and 2 elbow taps should be there. Make : Zindal /
Tata
NOS. 68820.00 963480

A B C D E F G H I J
14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
K L M N O P Q R S T
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
AO
Amount
(Rs.)
0.00
###
Sub Total (WS): 42383439
Name of the work : Establishment of Government Medical College at Vizianagaram in
GENERAL ABSTRACT
S.No. Description of Item Amount
1 Civil Works ` 2805204181
2 Water Supply & Sanitary Arrangements ` 42383439
3 External Water Supply & Sanitary Arrangements ` 5948134
4 External Drainage System ` 3775853
5 Internal Electrification ` 588429130
6 Fire Fighting ` 59917011
7 External Fire Fighting ` 12964010
8 Site Development Works ` 0
9 Medical Gas Lines ` 15951628
10 Effluent Treatment Plant Mechanical Works ` 792352
11 Water Treatment Plats-5 Nos ` 5840000
12 500 KLD Sewerage Treatment Plant Mechanical Works ` 6704820
13 75 KLD Sewerage Treatment Plant Mechanical Works ` 2384884
14 Maintenance of Electro Mechanical Works ` 36172572
15 Construction of 1 lakh Liters capacity OHSR ` 3159507
TOTAL ECV ` 3589627521
15 Provision towards GST @ 12% ` 430755302
Provision towards Price adjustment @ 2% for steel and cement
16 ` 71792550
as per G.O.Ms No.94
17 Provision towards NAC @ 0.10% ` 3589628
18 Provision towards Elevation works @ 1% ` 35896275
19 Provision for Seignorage Charges @ 1% ` 28083637
20 Provision towards Internal & External Signage Boards ` 10000000
Provision towards APEPDCL Charges for Release of 3 No of
21 ` 30000000
HT Service Connection Including Extension of line
22 Provision towards local approvals and misllaneous items ` 30000000

Provision for Access control/ Nurse call systems and any other
23 ` 10181470
unforseen electrical items
24 Provision for Play fileds ` 10000000
25 Provision towards land scaping ` 20000000
26 Provision towards construction of Pylon ` 1000000
Provision towards foundation stone laying & inauguration
27 ` 500000
Charges
Provision towards variation in foundations, unforeseen items and
28 ` 71792550
rounding off 2% @ on ECV
29 Provision towards Engineering Supervision charges @ 7% ` 251273926
30 Provision for Equipment ` 600000000
GRAND TOTAL ` 5194492859
GENERAL ABSTRACT
Sl.No. Description of Item Amount
1 HOSPITAL BUILDING
a Civil Works ` 1132925853
b Sanitary & Water Supply ` 12996756
c Internal Electrification ` 193756831
d Fire fighting ` 36125554
Sub Total ` 1375804994
2 SERVICES BLOCK
Sub Total ` 44876259
3 MEDICAL COLLEGE
Sub Total ` 524509193
4 NURSING COLLEGE
Sub Total ` 130285164
5 JUNIOR GIRLS HOSTEL

6 SENIORS GIRLS HOSTEL

c Electrification ` 30955022
Sub Total ` 216212316
RESIDENTS HOSTEL FOR FEMALE STUDENTS

6
INTERNEES HOSTEL FOR FEMALE STUDENTS

7
7 JUNIOR BOYS HOSTEL

8 SENIOR BOYS HOSTEL

Sub Total ` 128993023
8 RESIDENTS HOSTEL FOR MALE STUDENTS

9 INTERNEES HOSTEL FOR MALE STUDENTS

NURSING HOSTEL BUILDING FOR HOSPITAL
9 BUILDING
d Fire fighting 738400
10 NURSING HOSTEL BUILDING FOR COLLEGE

11 TEACHING STAFF QUARTERS

12 NON TEACHING STAFF QUARTERS

13 WORKING NURSES QUARTERS

14 MODERN MORTUARY
15 BIOMEDICAL WASTE
Sub Total ` 6636969
16 DHARMASHALA/NIGHT SHELTER
17 OPEN AIR THEATER

Sub Total ` 5169909
18 AMBULANCE PARKING SHED & DRIVER'S SHED

Sub Total ` 2944328
19 KITCHEN & DINNING

20 MEDICAL GAS PIPE SYSTEM ROOM

b Electrification ` 1277025
Sub Total ` 5427637
21 CENTRAL DRUG STORE

22 GUEST HOUSE
23 SECURITY BUILDING
Sub Total ` 2045917
24 500 KLD Sewerage Treatment Plant

b Mechanical Works ` 6704820
25 75 KLD Effluent Treatment Plant

Sub Total ` 4951299
26 75 KLD Sewerage Treatment Plant

Sub Total ` 6543831
27 7 Lakhs Liters Sump with Pump Room

b Electrical Works ` 40224
Sub Total ` 6276219
28 2 Lakhs Liters Sump

Sub Total ` 3301562
29 1.50 Lakhs Liters Sump

Sub Total ` 2940973
30 1.00 Lakhs Liters Sump

Sub Total ` 2690415
31 CC Roads
32 Strom Water Drains

33 Box Culvert
34 Water Treatment Plant ` 5840000

Sub Total ` 5840000
35 Collection Well & Rain Water Sump

Sub Total ` 4888757
27 Compound Wall ` 18990498

28 Site Development Works ` 0

Sub Total ` 0
29 Slab Culvert ` 4027342

Sub Total ` 4027342
30 External Water Supply & Sanitary Arrangements

Civil Works ` 5948134
Sub Total ` 5948134
31 External Drainage System ` 3775853

Sub Total ` 3775853
32 Medical Gas System ` 15951628

33 External Electrification ` 100741325

Sub Total ` 100741325
34 External Fire Fighting ` 12964010

Operation and Maintance of Electro-Mechanical

35 `
Services 36172572
Provision towards construction of 1 lakh Liters

36 ` 3159507
capacity OHSR
Total ECV ` 3589627554

36 Provision towards GST @ 12% ` 430755307
Provision towards Price adjustment @ 2% for steel and
37 ` 71792551
cement as per G.O.Ms No.94
38 Provision towards NAC @ 0.1% ` 3589628
39 Provision towards Elevation works @ 1% ` 35896276
40 Provision for Seignorage Charges @ 1% ` 28083637
41 Provision towards Internal & External Signage Boards ` 10000000
Provision towards APEPDCL Charges for Release of 3

42 ` 30000000
No of HT Service Connection Including Extension of line
43 Provision towards local approvals and mislenious ` 30000000
Provision for Access control/ Nurse call systems and
44 ` 10181470
any other unforseen electrical items
45 Provision for Play fileds ` 10000000
46 Provision towards land scaping ` 20000000
47 Provision towards construction of Pylon ` 1000000
Provision towards foundation stone laying &
48 ` 500000
inauguration Charges
Provision towards variation in foundations, unforeseen
49 ` 77677048
items and rounding off 2% @ on ECV
Provision towards Engineering Supervision charges @
50 ` 251273929
7%
51 Provision for Equipment ` 600000000
GRAND TOTAL ` 5200377400
Name of the work :
A UG GIRLS HOSTEL 3RD TO 5TH NON-TEACHING STAFF

HOSPITAL BUILDING F K MALE RESIDENTS HOSTEL P
YEAR QUARTERS
B
SERVICES BLOCK G FEMALE RESIDENTS HOSTEL L MALE INTERNEES HOSTEL Q WORKING NURSES QUARTERS
C NURSES HOSTEL FOR

MEDICAL COLLEGE H FEMALE INTERNEES HOSTEL M R MORTUARY BUILDING
HOSPITAL STAFF
D UG BOYS HOSTEL 1ST & 2ND NURSES HOSTEL FOR
NURSING COLLEGE I N S BIO MEDICAL WASTE BUILDING
YEAR COLLEGE
E UG BOYS HOSTEL 3RD TO 5TH
UG GIRLS HOSTEL 1ST & 2ND YEAR J O TEACHING STAFF QUARTERS T DHARMASALA/NIGHT SHELTER
YEAR
S. No.
Description of Work
A B C D E F G H I J K L M N O
1 Earth work excavation for foundations (Mechanical 15374.00 542.00 7433.00 1846.00 1060.00 4768.00 933.00 467.00 1306.00 1889.00 551.00 456.00 653.00 653.00 1063.00
Means) for buildings in ordinary soils and depositing
on bank for all lifts and with an initial lead of 10m and
up to 3m depth including all operational,incidental,
labour charges such as shoring, sheeting, planking,
strutting etc., and overheads & contractors profit
complete for finished item of work excluding
dewatering charges etc., as per SS 20 B(APSS 308)
2 Filling with carted gravel in trenches,sides of 602.00 4188.00 2900.00 1534.00 1730.00 1334.00 1081.00 2106.00 823.00 858.00 686.00 959.00 959.00 1977.00
foundations and basement with initial lead in layers not
exceeding 15cm thick,watering and ramming including
cost and conveyance of water to work site and all
peraitonal,incidental, labour charges,hire charges of
T&P etc., and overheads & contractors profit complete
for fnished item of work(APSS NO.309&310)
3 Filling with useful available excavated earth 12299.00 434.00 3717.00 879.00 530.00 2384.00 467.00 223.00 653.00 945.00 263.00 228.00 327.00 327.00 532.00
(excluding rock) with a lead of 50 m in trenches,
sides of foundations and basement with initial lead in
layers not exceeding 15cm thick, watering and
ramming including cost and conveyance of water to
work site and all operaitonal, incidental, labour
charges, hire charges of T&P etc., and overheads &
contractors profit complete for fnished item of work
(APSS NO.309&310)
4 Conveyance of un-useful excavated earth to a 4721.00

distance of 5 KM for disposal including hire charges
of T & P, labour charges etc., and overheads &
S. No.
Description of Work
5 Supply and placing of Plain Cement Concrete M 901.00 42.00 662.00 151.00 60.00 300.00 55.00 34.00 72.00 117.00 33.00 155.00 36.00 36.00 60.00
7.5 grade for foundations using coarse aggregate
40mm size hard, machine crushed granite from
approved quarry using batching and mixing plant of 15
cum per hour capacity including cost and conveyance
of all materials like cement, sand, coarse aggregate,
water etc. to site including all operational, incidental
and labour charges, transporting concrete in transit
mixer, curing etc., and overheads & contractors profit
complete for finished item of work (APSS No. 402)
6 Supply and placing of Plain Cement Concrete M 5 900.00 120.00 1400.00 195.00 97.00 217.00 76.00 81.00 137.00 163.00 51.00 48.00 69.00 69.00 140.00
quarry using batching and mixing plant of 15 cum
per hour capacity including cost and conveyance of
all materials like cement, sand, coarse aggregate,
7 Supply and placing of Vibrated Plain Cement 372.00 46.00 214.00 70.00 221.00 85.00 95.00 87.00 149.00 110.00 50.00 44.00 44.00 120.00
Concrete M 10 grade using 40mm, 20mm and 10mm
size machine crushed hard granite metal (coarse
aggregate) in (2:2:1) ratio from approved quarry using
batching and mixing plant of 15 cum per hour
capacity including cost and conveyance of all
materials like cement, sand, coarse aggregate, water
etc. to site including all operational, incidental and
labour charges, transporting concrete in transit mixer,
vibrating, curing etc., and overheads & contractors
profit complete for finished item of work for footings
and basement (APSS No. 402)
S. No.
Description of Work
8 Supply and placing of the Design Mix Concrete M
25 grade corresponding to IS 456 with cement
content of 380 kgs per 1 cum of concrete using
capacity with 20mm size graded machine crushed
hard granite metal (coarse aggregate - as per IS 383 -
1970 and IS 2386 Part 1 to Part 8) from approved
quarry including cost and conveyance of all materials
like cement, fine aggregate (sand) coarse aggregate,
water etc., to site, centering using steel scaffolding
pipes , jack props , wallers , foot plates , brackets ,
steel centering plates etc., including all operational,
incidental and labour charges such as weigh batching,
machine mixing, lifting of concrete manually, laying
concrete, vibrating, curing etc., and overheads &
and its fabrication charges for finished item of work
(APSS No. 402)
a) Footings 3782.00 126.00 2010.00 151.00 130.00 771.00 181.00 129.00 169.00 197.00 68.00 75.00 85.00 85.00 210.00
b) Raft Concrete 1564.00 9.00 1246.00 80.00 336.00 95.00 223.00 49.00 48.00 48.00
c) Column Pedestals 239.00 17.00 138.00 57.00 24.00 88.00 32.00 32.00 34.00 48.00 18.00 17.00 17.00 17.00 28.60
d) Plinth Beams 374.00 83.00 523.00 68.00 31.00 68.00 17.00 22.00 41.00 53.00 12.00 17.00 21.00 21.00 67.00
e) Base Slab of various thicknesses
f) Haunch

water etc., to site, centering using casurina ballies,
bamboos, wooden reapers, runners, wood posts,
wall plates etc., including all operational, incidental
and labour charges ,transporting concrete using transit
mixer, lifting concrete mechnically, laying concrete
using concrete pump, vibrating, curing , overheads &
contractors profit etc., complete but excluding cost of
steel and its fabrication charges for finished item of
work (APSS No. 402)
a) Columns :
First Floor : 210.00 46.00 101.00 54.00 168.00 39.00 52.00 81.00 89.00 26.00 29.00 42.00 42.00 43.00
S. No.
Description of Work
Second Floor : 20.00 55.00 59.00 84.00 31.00 40.00 41.00 58.00 14.00 14.00 21.00 21.00 27.00
Third Floor : 20.00 55.00 59.00 84.00 31.00 40.00 41.00 58.00 14.00 14.00 21.00 21.00 27.00
Fourth Floor : 15.00 43.00 25.00 84.00 3.00 40.00 41.00 58.00 14.00 14.00 21.00 21.00 27.00
Fifth Floor : 43.00 20.00 25.00 84.00 40.00 41.00 58.00 3.00 14.00 21.00 21.00 27.00
Sixth Floor : 25.00 84.00 6.00 41.00 58.00 3.00 5.00 5.00 27.00
Seventh Floor : 22.00 19.00 5.00 19.00 4.00
Eight Floor : 7.00
b) Roof Beams :
First Floor : 48.00 61.00 35.00 77.00 16.00 46.00 49.00 58.00 21.00 20.00 25.00 25.00 54.00
Second Floor : 38.00 61.00 70.00 77.00 28.00 46.00 49.00 52.00 20.00 20.00 25.00 25.00 54.00
Third Floor : 38.00 61.00 70.00 77.00 28.00 46.00 49.00 54.00 20.00 20.00 25.00 25.00 54.00
Fourth Floor : 16.00 42.00 30.00 77.00 4.00 46.00 49.00 54.00 20.00 20.00 25.00 25.00 54.00
Fifth Floor : 75.00 31.00 30.00 77.00 46.00 49.00 54.00 6.00 20.00 25.00 25.00 54.00
Sixth Floor : 30.00 77.00 4.00 49.00 54.00 6.00 5.00 5.00 54.00
Seventh Floor : 14.00 20.00 5.00 13.00 4.00
Eight Floor : 5.00
c) ROOF SLABS :
First Floor : 52.00 274.00 100.00 359.00 570.00 562.00 333.00 876.00 307.00 340.00 167.00 167.00 732.00
Second Floor : 52.00 274.00 200.00 359.00 570.00 622.00 333.00 871.00 203.00 354.00 167.00 167.00 732.00
Third Floor : 52.00 274.00 200.00 359.00 570.00 622.00 333.00 870.00 203.00 354.00 167.00 167.00 732.00
Fourth Floor : 129.00 127.00 197.00 359.00 52.00 622.00 333.00 870.00 203.00 354.00 167.00 167.00 732.00
Fifth Floor : 307.00 351.00 197.00 359.00 622.00 333.00 870.00 53.00 354.00 167.00 167.00 732.00
Sixth Floor : 197.00 359.00 76.00 333.00 870.00 53.00 71.00 71.00 732.00
Seventh Floor : 154.00 428.00 71.00 193.00 57.00
Eight Floor : 74.00
First Floor : 537.00 776.00 137.00 1085.00 627.00 1573.00 15.00 617.00 573.00 226.00 407.00 15.00 287.00 287.00 14.00
S. No.
Description of Work
Second Floor : 537.00 437.00 137.00 1085.00 1412.00 1190.00 15.00 15.00 871.00 226.00 407.00 15.00 436.00 436.00 14.00
Third Floor : 537.00 437.00 137.00 1142.00 1412.00 1188.00 15.00 15.00 871.00 226.00 407.00 15.00 436.00 436.00 14.00
Fourth Floor : 537.00 61.00 80.00 595.00 288.10 1188.00 32.00 15.00 871.00 226.00 407.00 15.00 436.00 436.00 14.00
Fifth Floor : 537.00 163.00 89.00 546.00 1188.00 15.00 871.00 226.00 32.00 15.00 436.00 436.00 14.00
Sixth Floor : 537.00 546.00 1188.00 59.00 871.00 226.00 32.00 49.00 49.00 14.00
Seventh Floor : 455.00 93.00 49.00 36.00
Eighth Floor : 29.00
First Floor : 42.00
Second Floor : 42.00
Third Floor : 42.00

First Floor :

First Floor :
Fifth Floor :
d) Side walls
ii) 125mm thick side walls

First Floor for Retaining wall
Second Floor for Water Tank Side Walls
Third Floor for Water Tank Side Walls
Fourth Floor for Water Tank Side Walls 89.00 30.00 23.00
Fifth Floor for Water Tank Side Walls 208.00 39.00
Sixth Floor for Water Tank Side Walls 61.00 23.00 36.00 36.00
Seventh Floor for Water Tank Side Walls 76.00 106.00 36.00 124.00 33.00
Eighth Floor for Water Tank Side Walls 26.00
iv) 200mm thick Side walls
v) 230mm thick Side walls

S. No.
Description of Work
Cellar/ First Floor Retaining Wall 659.00 13.00 30.00 13.00 15.00 29.00 12.00 7.00 7.00 15.00 15.00 12.00
vi) 250mm thick Side walls
vii) 300mm thick Side walls
viii) 450mm thick Side walls

incidental and labour charges ,transporting concrete
using transit mixer, lifting concrete mechnically, laying
concrete using concrete pump, vibrating, curing ,
overheads & contractors profit etc., complete but
excluding cost of steel and its fabrication charges for
a) Columns :
First Floor : 1447.00 539.00
Second Floor : 1110.00 454.00
Third Floor : 1110.00 454.00
Fourth Floor : 1110.00 274.00
Fifth Floor : 1167.00
Sixth Floor : 661.00
Seventh Floor : 230.00

First Floor :

Third Floor : 39.00

First Floor : 26.00 58.00 5.00
S. No.
Description of Work
b) Roof Beams :
First Floor : 713.00 666.00
Second Floor : 772.00 404.00
Third Floor : 758.00 404.00
Fourth Floor : 758.00 164.00

First Floor :

Third Floor : 167.00

First Floor : 23.00 19.00 5.00
c) Roof Slabs 125mm thick

First Floor : 1359.00 358.00
Second Floor : 1359.00 358.00
Third Floor : 1359.00 358.00
Fourth Floor : 1359.00 230.00

First Floor : 275.00 493.00 51.00
d) Roof Slabs 150mm thick

First Floor : 10183.00 7187.00
Second Floor : 9733.00 4772.00

S. No.
Description of Work
Third Floor : 9630.00 4772.00
Fourth Floor : 9630.00 3193.00

iii un supported height up to 7.32 m :

First Floor : 384.00 324.00 136.00
e) Roof Slabs 175mm thick

First Floor : 371.00 336.00
Second Floor : 371.00 411.00
Third Floor : 371.00 411.00
Fourth Floor : 371.00 244.00
Sevent Floor : 146.00
f) Inclined Slab Slab 125mm thick :

i Third Floor :
Fourth Floor : 365.00
Fifth Floor : 966.00 585.00

S. No.
Description of Work
weigh batcher / mixer with 20mm size graded
machine crushed hard granite metal (coarse aggregate
- as per IS 383 - 1970 and IS 2386 Part 1 to Part 8)
from approved quarry including cost and conveyance
of all materials like cement, fine aggregate (sand)
coarse aggregate, water etc., to site, centering using
casurina ballies, bamboos, wooden reapers, runners,
wood posts, wall plates etc., including all operational,
machine mixing, lifting of concrete mechanically, laying
concrete, vibrating, curing , overheads & contractors
profit etc., complete but excluding cost of steel and its
fabrication charges for finished item of work (APSS
No. 402)
Lintels
First Floor : 16.00 4.00 14.00 6.00 4.00 2.00 1.00 2.00 10.00 1.00 1.00 1.00 5.00 5.00 1.00
Second Floor : 36.00 4.00 22.00 6.00 11.00 12.00 4.00 5.00 7.00 12.00 2.00 2.00 4.00 4.00 3.00
Third Floor : 39.00 2.00 21.00 7.00 11.00 13.00 4.00 5.00 7.00 6.00 2.00 2.00 4.00 4.00 3.00
Fourth Floor : 37.00 1.00 15.00 4.00 5.00 13.00 1.00 5.00 7.00 6.00 2.00 2.00 4.00 4.00 3.00
Fifth Floor : 37.00 2.00 1.00 5.00 13.00 5.00 7.00 6.00 1.00 2.00 4.00 4.00 3.00
Sixth Floor : 26.00 5.00 13.00 1.00 7.00 6.00 1.00 1.00 1.00 3.00
Seventh Floor : 7.00 1.00 3.00 1.00 1.00 1.00
Eighth Floor : 1.00

S. No.
Description of Work
of all materials like cement, fine aggregate (sand),
casurina ballies , bamboos , wooden reapers ,
runners , wood posts , wall plates etc., for 60cm wide
sun-shades 7.5cm thick at fixed end and 5cm thick
at free end with an average thickness of 6.25cm
including all operational, incidental and labour charges
such as weigh batching, machine mixing, lifting of
concrete manually, laying concrete, curing, overheads
& contractors profit complete etc., but excluding cost
of steel and its fabrication charges for finished item of
work (APSS No. 402, 403 & 903)
First Floor : 149.00 64.00 434.00 62.00 47.00 18.00 6.00 11.00 63.00 7.00 8.00 8.00 32.00 32.00 2.00
Second Floor : 404.00 73.00 303.00 62.00 57.00 149.00 20.00 57.00 36.00 17.00 29.00 29.00 26.00
Third Floor : 435.00 33.00 306.00 77.00 57.00 144.00 20.00 57.00 6.00 17.00 29.00 29.00 26.00
Fourth Floor : 559.00 4.00 177.00 45.00 45.00 144.00 3.00 20.00 57.00 6.00 17.00 29.00 29.00 26.00
Fifth Floor : 452.00 15.00 6.00 45.00 144.00 20.00 57.00 6.00 2.00 29.00 29.00 26.00
Sixth Floor : 324.00 45.00 144.00 3.00 57.00 6.00 2.00 26.00
Seventh Floor : 113.00 11.00 15.00 3.00
Eighth Floor : 3.00
13 Brick masonry for panel walls 340mm thick in

superstructure with CM (1:8) prop: (Cement : Sand)
using common burnt clay bricks of class as per
Table- I of IS:1077-1992, Non- Modular or traditional
size 23 x 11 x 7 cms from approved source having
minimum crushing strength of 40 Kg/Sqcm. including
cost and conveyance of all materials like cement,
screened sand, bricks, water etc., to site, labour
charges, like mixing cement mortar, scaffolding
charges, constructing masonry, lift charges, curing,
etc.,and overheads & contractors profit complete for
finished item of work. (APSS No. 501 & 504).
First Floor : 37.00
Third Floor : 31.00

S. No.
Description of Work
14 Masonry work in CM(1:6) prop (Cement : Sand) in
superstructure with fly ash cement / lime solid
blocks of size 290mm x 225mm x 140mm from
approved source having minimum crushing strength of
50 Kg/Sqcm. including cost and conveyance of all
materials like cement, sand, bricks, water etc., to site,
labour charges, like mixing cement mortar, scaffolding
overheads and contrctor profit etc., complete for
First Floor : 1021.00 97.00 1092.00 212.00 103.00 103.00 30.00 43.00 137.00 88.00 37.00 37.00 69.00 69.00 35.00
Second Floor : 2079.00 115.00 1411.00 211.00 215.00 218.00 120.00 102.00 141.00 206.00 53.00 53.00 71.00 71.00 140.00
Third Floor : 2064.00 116.00 1261.00 196.00 215.00 217.00 120.00 102.00 141.00 232.00 53.00 53.00 71.00 71.00 140.00
Fourth Floor : 1777.00 64.00 1060.00 137.00 126.00 217.00 52.00 102.00 141.00 232.00 53.00 53.00 71.00 71.00 140.00
Fifth Floor : 1926.00 206.00 94.00 126.00 217.00 102.00 141.00 232.00 44.00 53.00 71.00 71.00 140.00
Sixth Floor : 899.00 126.00 217.00 56.00 141.00 232.00 34.00 50.00 50.00 140.00
Seventh Floor : 644.00 142.00 140.00 50.00 130.00 63.00
15 Reinforced Masonry for partition walls (100 mm

thick) in CM (1:4) prop. (Cement : Sand) using fly
ash cement / lime solid blocks of size 290mm x
100mm x 140mm having minimum compressive
strength of 50 Kg/Sq.cmand placing 2 Nos. of 6mm
M.S plain rods in every third layer with free ends of the
reinforcement pegged into mortar joints of main brick
walls where applicable including cost and conveyance
of all materials like cement, steel, sand, bricks, water
etc., to site, all operational, incidental charges such as
labour charges for mixing cement mortar, scaffolding
etc., and overheads & contractors profit but excluding
cost of steel and its fabrication charges complete for
finished item of work. (APSS No. of 509)
First Floor : 2474.00 380.00 2241.00 319.00 322.00 79.00 74.00 153.00 486.00 23.00 22.00 22.00 243.00 243.00 13.00
Second Floor : 4060.00 140.00 3436.00 174.00 539.00 1893.00 521.00 401.00 280.00 575.00 31.00 31.00 140.00 140.00 439.00
Third Floor : 4551.00 140.00 3588.00 176.00 539.00 1790.00 521.00 401.00 280.00 637.00 31.00 31.00 140.00 140.00 439.00
Fourth Floor : 6001.00 1525.00 60.00 443.00 1790.00 401.00 280.00 637.00 31.00 31.00 140.00 140.00 439.00
Fifth Floor : 3141.00 443.00 1790.00 401.00 280.00 637.00 31.00 140.00 140.00 439.00
Sixth Floor : 1467.00 443.00 1790.00 280.00 637.00 439.00

S. No.
Description of Work
16 Supply and placing of Plain Cement Concrete M 10

grade mix using 20mm size graded machine crushed
complete for finished item of work for bed blocks and
hold fasts (APSS No. 402)
First Floor : 13.00 3.00 12.00 7.00 4.00 2.00 1.00 2.00 5.00 3.00 1.00 1.00 3.00 3.00 0.50
Second Floor : 35.00 3.00 18.00 6.00 10.00 14.00 4.00 6.00 1.00 6.00 2.00 2.00 1.00 1.00 3.00
Third Floor : 39.00 2.00 26.00 7.00 10.00 15.00 4.00 6.00 1.00 7.00 2.00 2.00 1.00 1.00 3.00
Fourth Floor : 32.00 1.00 12.00 4.00 6.00 15.00 1.00 6.00 1.00 7.00 2.00 2.00 1.00 1.00 3.00
Fifth Floor : 31.00 2.00 1.00 6.00 15.00 6.00 1.00 7.00 1.00 2.00 1.00 1.00 3.00
Sixth Floor : 24.00 6.00 15.00 1.00 1.00 7.00 1.00 1.00 1.00 3.00
Seventh Floor : 5.00 1.00 2.00 1.00 1.00 1.00
Eighth Floor : 1.00

using 20mm size graded machine crushed hard
granite metal (coarse aggregate - as per IS 383 - 1970
and IS 2386 Part 1 to Part 8) from approved quarry
using batching and mixing plant of 15 cum per
etc. to site, hire and labour charges for centering and
scaffolding including all operational, incidental and
curing etc., and overheads & contractors profit
complete for steps (APSS No. 402)
First Floor : 9.00 5.00 6.00 2.00 2.00 4.00 1.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 1.00
Second Floor : 9.00 5.00 8.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00
Third Floor : 7.00 4.00 8.00 2.00 3.00 4.00 1.00 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00
Fourth Floor : 9.00 8.00 2.00 2.00 4.00 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00
S. No.
Description of Work
Fifth Floor : 9.00 2.00 4.00 1.00 2.00 3.00 1.00 1.00 1.00 1.00
Sixth Floor : 9.00 2.00 4.00 2.00 3.00 1.00
18 Supply and placing of Reinforced Cement

Concrete M 20 grade design mix with cement content
of 350 Kgs per 1 cum of concrete using 12mm size
Part 8) from approved quarry using batching and
mixing plant of 15 cum per hour capacity including
sand, coarse aggregate, water etc. to site, hire and
labour charges for centering and scaffolding including
all operational, incidental and labour charges,
transporting concrete in transit mixer, curing etc., and
overheads & contractors profit complete but excluding
cost of steel and its fabrication charges for sill slabs
(APSS No. 402 & 403)
First Floor : 8.00 2.00 11.00 2.00 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.10
Second Floor : 6.00 2.00 8.00 3.00 3.00 6.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 2.00
Third Floor : 12.00 1.00 12.00 3.00 3.00 6.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00
Fourth Floor : 7.00 4.00 3.00 2.00 6.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00
Fifth Floor : 6.00 2.00 6.00 1.00 2.00 1.00 1.00 1.00 1.00 2.00
Sixth Floor : 5.00 2.00 6.00 2.00 1.00 2.00

Concrete M 20 grade design mix with cement content
of 350 kgs per 1 cum of concrete using 12mm size
Part 8) from approved quarry using batching and
sand, coarse aggregate, water etc. to site, hire and
labour charges for centering and scaffolding including
cost of steel and its fabrication charges for platforms,
lofts and shelves. (APSS No. 402 & 403)
S. No.
Description of Work
First Floor : 90.00 9.00 115.00 25.00 17.00 6.00 2.00 2.00 27.00 13.00 3.00 3.00 14.00 14.00 1.00
Second Floor : 196.00 9.00 129.00 16.00 82.00 99.00 20.00 20.00 52.00 25.00 15.00 15.00 27.00 27.00 54.00
Third Floor : 315.00 9.00 119.00 20.00 82.00 190.00 20.00 20.00 52.00 20.00 15.00 15.00 27.00 27.00 54.00
Fourth Floor : 369.00 160.00 9.00 42.00 190.00 20.00 52.00 20.00 15.00 15.00 27.00 27.00 54.00
Fifth Floor : 290.00 42.00 190.00 20.00 52.00 20.00 15.00 27.00 27.00 54.00
Sixth Floor : 166.00 42.00 190.00 52.00 20.00 54.00

First Floor : 112.00 14.00 64.00 40.00 20.00 11.00 3.00 3.00 39.00 24.00 5.00 5.00 20.00 20.00 5.00
Second Floor : 171.00 14.00 123.00 20.00 166.00 207.00 35.00 35.00 111.00 44.00 24.00 24.00 56.00 56.00 95.00
Third Floor : 319.00 14.00 66.00 29.00 166.00 551.00 35.00 35.00 111.00 36.00 24.00 24.00 56.00 56.00 95.00
Fourth Floor : 386.00 258.00 5.00 83.00 551.00 35.00 111.00 36.00 24.00 24.00 56.00 56.00 95.00
Fifth Floor : 285.00 83.00 551.00 35.00 111.00 36.00 24.00 56.00 56.00 95.00
Sixth Floor : 163.00 83.00 551.00 111.00 36.00 95.00
20 Cast in Situ Cement Concrete M 20 Kerb with

Channel: Construction of cement concrete kerb with
channel with top and bottom width 115 and 165 mm
respectively, 250 mm high in M 20 grade PCC on M10
grade foundation 150 mm thick, kerb channel 300 mm
wide, 50 mm thick in PCC M 20 grade using batching
and mixing plant of 15 cum per hour capacity ,
sloped towards the kerb, kerb stone with channel laid
with kerb laying machine, foundation concrete laid
manually, all complete as per clause 408 MORTH
including cost and conveyance of all materials , labour
charges , overheads and contractors profit etc.,
S. No.
Description of Work
Concrete M 20 grade design mix with cement
content of 350 kgs per 1 cum of concrete using 20mm
size graded machine crushed hard granite metal
(coarse aggregate - as per IS 383 - 1970 and IS 2386
Part 1 to Part 8) from approved quarry using batching
and mixing plant of 15 cum per hour capacity
including cost and conveyance of all materials like
cement, sand, coarse aggregate, water etc. to site,
hire and labour charges for centering and scaffolding
including all operational, incidental and labour charges,
cost of steel and its fabrication charges for pre-cast
slabs over drains. (APSS No. 402 & 403)
a) 100mm thick
b) 125mm thick
c) 150mm thick
22 Reinforced cement concrete (1:5:10) proportion

(Cement: fine aggregates: coarse aggregate) using
40mm size (SS5) hard granite metal (coarse
aggregate) from approved quarry including cost and
(sand), coarse aggregate, water etc., to site including
centering using Casurina Ballies , Bamboos , Wooden
Reapers , Runners , Wood Posts , Wall Plates etc.,
shuttering, machine mixing, laying concrete, lifting
concrete mechanically , vibrating, curing, etc., and
overheads & contractors profit complete as per
drawings but excluding cost of steel and it's fabrication
charges for finished item of work (APSS NO. 402 &
403) for dummy columns.

S. No.
Description of Work
23 Providing Thermo Mechanically Treated (TMT) (Fe
500 / Fe 500 D grade as per IS 1786-1979) of
different diameters for RCC works including labour
charges for straightening, cutting, bending to required
sizes and shapes, placing in position with cover blocks
of approved materials and size and tying and lap-
splicing with binding wire of 18 SWG, forming grills for
reinforcement work as per approved designs and
drawings, including cost and conveyance of steel bars,
including all wastages such as overlaps, couplings,
chairs, spacer bars including cost and conveyance of
binding wire, cover blocks and all incidental,
operational, labour charges such as cutting, bending,
placing in position, tying etc., and overheads &
( APSS No.126)
First Floor : 1321.20 60.40 855.40 125.00 59.00 203.80 43.80 57.10 78.40 98.00 31.60 27.00 39.60 40.20 57.80
Second Floor : 617.80 40.10 290.20 45.40 53.10 68.40 20.60 26.90 36.40 40.00 15.60 11.80 19.10 19.10 28.60
Third Floor : 614.70 20.90 276.80 46.30 53.10 69.50 20.60 26.90 36.40 39.90 15.60 11.80 19.10 19.10 28.60
Fourth Floor : 614.90 16.80 153.60 29.90 23.30 69.50 3.00 26.90 36.40 39.90 15.60 11.80 19.10 19.10 28.60
Fifth Floor : 625.20 64.90 18.00 23.30 69.50 26.90 36.40 39.90 4.40 11.80 19.10 19.10 28.60
Sixth Floor : 359.10 23.30 69.50 8.50 36.40 39.90 3.40 4.40 4.30 28.60
Seventh Floor : 151.40 20.90 19.00 4.30 12.90 3.20
24 Providing Mild steel (MS) steel bars (Fe 250 grade

as per IS 432) of different diameters including labour
( APSS No.126)
First Floor : 5.03 0.81 4.56 0.60 0.66 0.16 0.15 0.31 0.99 0.05 0.04 0.04 0.50 0.50 0.02
Second Floor : 8.14 0.33 6.93 0.35 1.08 3.86 1.07 0.83 0.56 1.19 0.07 0.07 0.28 0.28 0.93
Third Floor : 9.12 0.31 7.24 0.35 1.08 3.63 1.07 0.83 0.56 1.32 0.07 0.07 0.28 0.28 0.93
S. No.
Description of Work
Fourth Floor : 12.01 3.06 0.12 0.89 3.63 0.83 0.56 1.32 0.07 0.07 0.28 0.28 0.93
Fifth Floor : 6.30 0.89 3.63 0.83 0.56 1.32 0.07 0.28 0.28 0.93
Sixth Floor : 3.02 0.89 3.63 0.56 1.32 0.93
25 Ornamental ceiling plastering 12mm thick single

coat in CM (1:5) using screened sand including cost
and conveyance of all materials like cement, sand,
water etc., to site and all operational, incidental
charges on materials and including cost of all labour
charges for mixing mortar, finishing, curing as directed
by Engineer-in-charge etc., and overheads &
(SS 901,903 & 904)
First Floor : 6002.00 719.00 4356.00 1343.00 670.00 440.00 575.00 531.00 848.00 1057.00 354.00 355.00 425.00 425.00 896.00
Second Floor : 9394.00 817.00 5809.00 1212.00 1193.00 1308.00 491.00 525.00 753.00 1032.00 290.00 273.00 377.00 377.00 641.00
Third Floor : 9804.00 476.00 6143.00 1249.00 1193.00 1369.00 491.00 525.00 753.00 972.00 290.00 273.00 377.00 377.00 641.00
Fourth Floor : 10061.00 129.00 3003.00 638.00 653.00 1369.00 49.00 525.00 753.00 972.00 290.00 273.00 377.00 377.00 641.00
Fifth Floor : 9293.00 349.00 138.00 653.00 1369.00 525.00 753.00 972.00 51.00 273.00 377.00 377.00 641.00
Sixth Floor : 5658.00 653.00 1369.00 49.00 753.00 972.00 51.00 26.00 26.00 641.00
Seventh Floor : 1961.00 52.00 223.00 26.00 180.00 51.00
26 Plastering 12mm thick in two coats using screened

sand with base coat of 8mm thick in CM (1:6) and top
coat of 4mm thick in CM (1:4) with dubara sponge
finishing including cost and conveyance of all materials
like cement, sand, water etc., to site and all
operational, incidental charges on materials and
including cost of all labour charges for mixing mortar,
finishing, scaffolding, lift charges, curing, including
cutting grooves as directed by Engineer - in - charge
finished item of work. (SS 901,903 & 904)
Internal Walls :
First Floor : 15750.00 1350.00 5346.00 1881.00 1069.00 1345.00 602.00 671.00 1657.00 481.00 423.00 423.00 829.00 829.00 541.00
Second Floor : 20377.00 705.00 10390.00 1921.00 2791.00 4752.00 1729.00 1086.00 1640.00 1570.00 76.00 124.00 820.00 820.00 1774.00
Third Floor : 25028.00 929.00 5769.00 1719.00 2791.00 4734.00 1729.00 1086.00 1640.00 2941.00 76.00 124.00 820.00 820.00 1774.00
Fourth Floor : 20935.00 147.00 7423.00 876.00 1449.00 4734.00 76.00 1086.00 1640.00 2941.00 76.00 124.00 820.00 820.00 1774.00
S. No.
Description of Work
Fifth Floor : 21953.00 732.00 165.00 1449.00 4734.00 1086.00 1640.00 2941.00 95.00 124.00 820.00 820.00 1774.00
Sixth Floor : 10530.00 1449.00 4734.00 80.00 1640.00 2941.00 92.00 73.00 73.00 1774.00
Seventh Floor : 4294.00 145.00 603.00 73.00 237.00 109.00

External Walls :
First Floor :
Second Floor :
Third Floor :
Fourth Floor : 444.00 392.00
Fifth Floor : 2140.00 647.00 415.00
Sixth Floor : 120.00 51.00 371.00 371.00
Seventh Floor : 1029.00 1380.00 371.00 856.00 619.00
28 Plastering 12mm thick single coat in CM(1:5) using 551.00

screened sand including cost and conveyance of all
materials like cement, sand, water etc., to site and all
finishing, curing as directed by Engineer-in-charge
finished item of work for basement.(SS 901,903 &
904)
S. No.
Description of Work
29 Providing impervious coat to exposed RCC roof
slab surfaces to required slopes with CM (1:3) prop.
using screened sand 20mm thick (average) mixed
with integral cement water proofing liquid confirming to
IS: 2645-2003 manufactured by reputed manufacturers
as approved by Engineer-in-charge at 200ml per one
bag of cement, laid over roof slab when it is green,
finished smooth with a floating coat of neat cement
and thread lining at regular intervals of 45cmx45cm
cement, sand, water proofing compound, water etc., to
site, operational, incidental, and labour charges for
mixing mortar, laying, lift charges, rendering smooth
and thread lining, curing including rounding off
junctions of wall and slab etc., and overheads &
(APSS No. 901 & 903).
over First Floor Slab: 246.00 419.00 43.00 90.00 45.00 45.00
over Third Floor Slab:
Fourth Floor : 871.00 696.00 164.00 584.00 1640.00 820.00 820.00
Fifth Floor : 286.00 3747.00 1414.00 610.00
Sixth Floor : 307.00 637.00 369.00 1172.00 1172.00
Seventh Floor : 4216.00 743.00 1096.00 1172.00 1096.00 1501.00

slab surfaces of sump , sump side wall,sump
bottom slab,in side of septic tank , in sunken slabs
etc. to required slopes with CM (1:3) prop. using
screened sand 12mm thick mixed with integral
cement water proofing liquid confirming to IS: 2645-
2003 manufactured by reputed manufacturers as
approved by Engineer-in-charge at 200ml per one bag
of cement, laid over roof slab when it is green, finished
smooth with a floating coat of neat cement and thread
lining at regular intervals of 45cmx45cm where ever
necessary including cost and conveyance of all
materials like cement, sand, water proofing compound,
water etc., to site, operational, incidental, and labour
charges for mixing mortar, laying, lift charges,
rendering smooth and thread lining, curing including
rounding off junctions of wall and slab etc., and
overheads & contractors profit complete for finished
item of work. (APSS No. 901 & 903).
Cellar Floor :
S. No.
Description of Work
Third Floor :
Fourth Floor : 68.00 55.00
Fifth Floor : 269.00 158.00 45.00
Sixth Floor : 55.00 45.00 68.00 68.00
Seventh Floor : 154.00 62.00 68.00 228.00 53.00
31 Specialised high performance acrylic polymer

modified elastomeric cementitious water proofing
system coating to the wet area / tiolet / bath room:
a ) First Layer - Supply and Apply penetrative cum
bonding primer as base primer cum sealer coat using
MIXPRIME AC100 or equivalent modified with water
and cement at the ratio 2:1:3 (MIXPRIME AC 100 :
water : cement) by volume with a slow speed mixer
machine. This compound shall be applied with
sufficient thickness to cover the holes/pores/cracks @
1.000 Liter / SQM (0.350 Lt of MIXPRIME AC100 /
SQM) and the raw primer should be complain with
ASTM 4541 and the Solid content 49% +2%
b ) Second Layer – Supply and apply of 2 x 2 mm
welded with alkaline resistant coated / non-woven 40
Gsm verging fiber mesh MIXMAT GFM 50 or
equivalent for a minimum over lap of 100 mm
embedded in the primer coat
c ) Third Layer - Supply and apply of first coat of two
component (Powder + Liquid) system of high
performance acrylic polymer modified elastomeric
cementitious waterproofing system MIXGUARD AC or
equivalent @ 1.000 Kg / SQM ( mix the powder and
liquid with the help of a slow speed mixer for a period
of 2 to 3 minutes up to get a homogeneous mix-
dilution or modification not recommended) should be
complain with BS 1881 Part 5 1983 (ISAT 476 Part 6),
DIN 1048 Part 5 1991, BSEN 12390-8 2000, ASTM D
412-92.
S. No.
Description of Work
d ) Fourth Layer –Supply and apply of second coat of
two component (Powder + Liquid) system of high
412-92
Note: -
1 ) No dilution or modification recommended for item
Nos.b,c,d and e .
2 ) All materials should be procured as per the
consumption with respect of the work order.
3 ) The application should be carried out by an
approved agency.
4 ) The contractor should provide 5 years material
warrantee from the Manufacturer and 5 year warrantee
from the applicator or combined
First Floor : 0.00 175.00 88.00 55.00
Second Floor : 437.00 51.00 435.00 90.00 175.00 108.00 88.00 115.00 88.00 114.00 55.00 26.00 44.00 44.00 74.00
Third Floor : 559.00 58.00 379.00 90.00 89.00 108.00 115.00 88.00 114.00 55.00 26.00 44.00 44.00 74.00
Fourth Floor : 447.00 288.00 90.00 89.00 108.00 115.00 88.00 114.00 26.00 44.00 44.00 74.00
Fifth Floor : 444.00 89.00 108.00 115.00 88.00 114.00 26.00 44.00 44.00 74.00
Sixth Floor : 246.00 89.00 108.00 88.00 114.00 74.00
2241.00 109.00 1102.00 270.00 706.00 540.00 176.00 460.00 440.00 570.00 165.00 104.00 176.00 176.00 370.00
32 RCM facia 50mm thick in CM(1:3) using screened

sand for drop walls, fins with rabbit wire mesh &
nomianl reinforcement as directred by Engineer - In -
Charge with dubara sponge finishing,including cost
and conveyance of all materials to site, operationals
&incidental,cost and conveyance of cement, wire mesh
water to work site, centering, scaffolding and form
work,lift charges etc., and overheads & contractors
profit complete for finished item of work but excluding
cost of steel and its fabrication charges for finished
item of work(APSS NO.403&903)
First Floor : 27.00 18.00 27.00 3.00 4.00 2.00 7.00 4.00 4.00
Second Floor : 7.00 18.00 20.00 3.00 26.00 10.00 10.00 14.00 5.00 5.00 16.00
Third Floor : 7.00 18.00 20.00 3.00 18.00 10.00 10.00 16.00 5.00 5.00 16.00
Fourth Floor : 7.00 2.00 3.00 18.00 10.00 16.00 5.00 5.00 16.00
S. No.
Description of Work
Fifth Floor : 7.00 18.00 10.00 16.00 5.00 16.00
Sixth Floor : 43.00 18.00 16.00 16.00
33 Flooring with non-skid red or white full body

Ceramic floor tiles of size 300 mm x 300 mm and
thickness between 7-8 mm 1st quality conforming to
IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any
colour and finish in all shades and designs as
approved by Engineer-in-charge, set over base coat
of cement mortar (1:8), 12mm thick using screened
sand over CC bed already laid or RCC roof slab,
including neat cement slurry of honey like consistency
spread @ 3.3 Kgs per sqm & jointed neatly with white
cement paste to full depth mixed with pigment of
matching shade, including cost of all materials like
cement, screened sand , water and tiles etc., and
First Floor : 190.00 65.00 199.00 77.00 23.00 2.00 4.00 3.00 46.00 4.00 6.00 5.00 23.00 23.00 3.00
Second Floor : 536.00 35.00 286.00 75.00 168.00 60.00 67.00 73.00 101.00 143.00 35.00 34.00 51.00 51.00 45.00
Third Floor : 556.00 35.00 275.00 75.00 168.00 80.00 67.00 73.00 101.00 157.00 35.00 34.00 51.00 51.00 45.00
Fourth Floor : 481.00 201.00 75.00 67.00 80.00 73.00 101.00 157.00 35.00 34.00 51.00 51.00 45.00
Fifth Floor : 560.00 67.00 80.00 73.00 101.00 157.00 34.00 51.00 51.00 45.00
Sixth Floor : 290.00 67.00 80.00 101.00 157.00 45.00

S. No.
Description of Work
34 Flooring with non-skid Double charged / multi
charged stain free full body porcelain vitrified tiles
with double layer pigment of Size 600 x 600 mm
and thickness between 8-10 mm 1st quality
conforming to IS:13711, IS:13712, IS:13630 (Parts 1
to 15) of any colour and finish in all shades and
designs with borders and design as per the approved
flooring pattern as directed by the Engineer-In
-Charge, laying tiles using spacers of 2mm thick, set
over a base coat of CM (1:8) prop. 12mm thick
using screened sand over CC bed already laid or RCC
roof slab , including neat cement slurry of honey like
consistancy spread @ 3.3 kgs per sqm. and jointed
neately with white cement paste to full depth mixed
with pigment of matching shade including cost and
conveyance of all materials like cement, sand,
water, tiles, white cement etc., to site (excluding cost
of C.C. bed) including cost of base coat and all
labour charges for mixing of cement mortar, laying
tiles to required slope as directed by the Engineer-
in-charge etc.,and overheads & contractors profit
complete for finished item of work. (APSS No.701 &
707)
First Floor : 2328.00 612.00 1833.00 783.00 616.00 371.00 115.00 120.00 762.00 84.00 81.00 81.00 381.00 381.00 50.00
Second Floor : 4174.00 259.00 3921.00 789.00 990.00 1159.00 411.00 437.00 620.00 832.00 241.00 224.00 310.00 310.00 582.00
Third Floor : 5004.00 259.00 4281.00 895.00 990.00 1202.00 411.00 437.00 620.00 758.00 241.00 224.00 310.00 310.00 582.00
Fourth Floor : 5033.00 2034.00 331.00 570.00 1202.00 437.00 620.00 758.00 241.00 224.00 310.00 310.00 582.00
Fifth Floor : 5230.00 570.00 1202.00 437.00 620.00 758.00 224.00 310.00 310.00 582.00
Sixth Floor : 2525.00 570.00 1202.00 620.00 758.00 582.00

S. No.
Description of Work
35 Flooring with 16 mm to 18 mm thick high polished
granite stone slabs other than black and regular
colours (i.e. of shades like paradiso / bala flower /
copper silk / laka red / lavender blue) with borders and
design as per the pattern approved by the Engineer-in-
Charge of length not less than 2.43 mts set over base
coat of cement mortar (1:8) , 20mm thick using
screened sand over CC bed already laid or RCC roof
slab including neat grey cement slurry of honey like
consistency spread @ 3.3 Kg per sqm and jointed
neatly with white cement paste mixed with pigment of
matching shade to full depth including cost and
conveyance of all materials like cement , sand , water ,
granite slabs etc., to work site and all operational,
incidental labour & lift charges, polishing charges, cost
of base coat and overheads & contractors profit
First Floor : 2793.00 140.00 1822.00 423.00 22.00 13.00 12.00 24.00 29.00 28.00 16.00 16.00 15.00 15.00 8.00
Second Floor : 3958.00 140.00 1518.00 318.00 29.00 76.00 5.00 5.00 16.00 10.00 5.00 6.00 8.00 8.00 5.00
Third Floor : 3518.00 140.00 1501.00 249.00 29.00 76.00 5.00 5.00 16.00 20.00 5.00 6.00 8.00 8.00 5.00
Fourth Floor : 3821.00 712.00 227.00 14.00 76.00 5.00 16.00 20.00 5.00 6.00 8.00 8.00 5.00
Fifth Floor : 2777.00 14.00 76.00 5.00 16.00 20.00 6.00 8.00 8.00 5.00
Sixth Floor : 2007.00 14.00 76.00 16.00 20.00 5.00

granite stone slabs black colour as approved by the
Engineer-in-Charge of length not less than 2.43 mts
set over base coat of cement mortar (1:8) , 20mm thick
roof slab including neat grey cement slurry of honey
like consistency spread @ 3.3 Kg per sqm and jointed
incidental labour & lift charges, half rounding the
edge , polishing charges, cost of base coat and
item of work for platforms (S.S.701 & special)
First Floor : 40.00 4.00 86.00 7.00 8.00 2.00 1.00 1.00 9.00 2.00 1.00 1.00 5.00 5.00 1.00
Second Floor : 120.00 3.00 83.00 7.00 8.00 7.00 4.00 4.00 3.00 5.00 4.00 4.00 2.00 2.00 11.00
S. No.
Description of Work
Third Floor : 173.00 3.00 90.00 7.00 8.00 6.00 4.00 4.00 3.00 4.00 4.00 4.00 2.00 2.00 11.00
Fourth Floor : 198.00 45.00 7.00 5.00 6.00 4.00 3.00 4.00 4.00 4.00 2.00 2.00 11.00
Fifth Floor : 163.00 5.00 6.00 4.00 3.00 4.00 4.00 2.00 2.00 11.00
Sixth Floor : 111.00 5.00 6.00 3.00 4.00 11.00
37 Providing window sills with 16 mm to 18 mm thick

high polished granite stone slabs black colour as
approved by the Engineer-in-Charge set over base
screened sand over CC bed already laid including neat
grey cement slurry of honey like consistency spread @
3.3 Kg per sqm and jointed neatly with white cement
paste mixed with pigment of matching shade to full
depth including cost and conveyance of all materials
like cement , sand , water , granite slabs etc., to work
site and all operational, incidental labour & lift charges,
half rounding the edge , polishing charges, cost of
base coat and overheads & contractors profit complete
First Floor : 34.00 15.00 106.00 18.00 11.00 4.00 2.00 3.00 15.00 2.00 2.00 2.00 8.00 8.00 1.00
Second Floor : 103.00 15.00 58.00 18.00 21.00 2.00 3.00 6.00 13.00 2.00 3.00 3.00 7.00 7.00 6.00
Third Floor : 110.00 7.00 61.00 18.00 21.00 43.00 3.00 6.00 13.00 1.00 3.00 3.00 7.00 7.00 6.00
Fourth Floor : 126.00 34.00 13.00 11.00 43.00 6.00 13.00 1.00 3.00 3.00 7.00 7.00 6.00
Fifth Floor : 102.00 11.00 43.00 6.00 13.00 1.00 3.00 7.00 7.00 6.00
Sixth Floor : 82.00 11.00 43.00 13.00 1.00 6.00
38 Granolithic Concrete flooring 20 mm thick with

(1:1:2), using 6mm to 12 mm size hard granite
machine crushed metal and screened sand laid over
CC bed already laid or RCC roof slab, in alternate
panels of size not exceeding 1.50 m x 1.50 m, using
glass strips and finishing the top surface to required
smoothness and slopes and thread lining including
cost of all materials like cement, metal sand and water
and overheads & contractors profit complete for
finished item of work. (APSS No.701 & 710)
First Floor : 65.00 11.00 5.00 11.00 33.00 6.00 6.00 11.00 12.00 6.00 6.00 6.00 6.00 5.00

S. No.
Description of Work
39 Flooring with chequered Cement Concrete heavy
duty tiles conforming to IS: 13801 using aggregates,
cement, pigments of size 300mm x 300 mm and
thickness 25 mm of any shades as approved by
Engineer - In - Charge set over base coat of cement
mortar (1:6), 12 mm thick using screened sand over
CC bed alredy laid or RCC roof slab including neat
cement slurry of honey like consistency spread @ 3.3
kgs per sqm and jointed with neat white cement to full
depth mixed with pigment of matching shade including
sand, water and tiles etc.,and overheads & contractors
First Floor : 6720.00 2.00 4121.00 61.00 9.00 1176.00 446.00 384.00 11.00 885.00 253.00 253.00 6.00 6.00 835.00
40 Supply and fixing of Vinyl Flooring Sheets/ tiles 306.00

having a nominal total thickness of 2 mm with a
wearing surface impregnated polyurethane
homogeneous mixture of PVC, Plasticizers, Urethane,
color pigments with wearing resistance and Fire
Resistance as per standards including cost and
conveyance of all materials, adhesives for fixing, all
labour charges, overheads & contractors profit etc.,
complete for finished item of work in all floors
41 Supply and application of epoxy flooring of light

green or light blue colour in Operation Theatres
and labour rooms seamless joint free finish with 3mm
thickness and anti slip & water washable chemical
resistance durable and non particle shedding with
attractive finishing including cost and conveyance of
all materials and all labour charges, overheads and
contractor profit etc., complete for finished item of
work.
First Floor : 154.00
644.00
S. No.
Description of Work
42 Providing 16 mm to 18 mm thick high polished
leather finish granite stone slabs (steel grey or
pearl black) with borders and design as per the
pattern approved by the Engineer-in-Charge of length
not less than 2.43 mts set over base coat of cement
mortar (1:5) , 12mm thick using screened sand over
CC bed already laid or RCC roof slab including neat
full rounding the edges of treads , providing 3 grooves
of size 2mm x 1mm for the full length of treads ,
polishing charges, cost of base coat and overheads &
contractors profit complete for finished item of work for
treads and risers (S.S.701 & special)
First Floor : 97.00 27.00 66.00 30.00 17.00 49.00 10.00 10.00 20.00 34.00 9.00 10.00 10.00 10.00 9.00
Second Floor : 101.00 29.00 113.00 27.00 29.00 49.00 9.00 9.00 15.00 33.00 9.00 9.00 8.00 8.00 9.00
Third Floor : 101.00 24.00 113.00 27.00 29.00 49.00 9.00 9.00 15.00 33.00 9.00 9.00 8.00 8.00 9.00
Fourth Floor : 101.00 51.00 27.00 15.00 49.00 9.00 15.00 33.00 9.00 9.00 8.00 8.00 9.00
Fifth Floor : 101.00 15.00 49.00 9.00 15.00 33.00 9.00 8.00 8.00 9.00
Sixth Floor : 101.00 15.00 49.00 15.00 33.00 9.00
First Floor : 55.00 15.00 36.00 17.00 11.00 27.00 7.00 6.00 12.00 9.00 6.00 5.00 6.00 6.00 5.00
Second Floor : 57.00 16.00 63.00 15.00 18.00 27.00 5.00 5.00 9.00 9.00 5.00 5.00 5.00 5.00 5.00
Third Floor : 57.00 14.00 63.00 15.00 18.00 27.00 5.00 5.00 9.00 18.00 5.00 5.00 5.00 5.00 5.00
Fourth Floor : 57.00 28.00 15.00 9.00 27.00 5.00 9.00 18.00 5.00 5.00 5.00 5.00 5.00
Fifth Floor : 57.00 9.00 27.00 5.00 9.00 18.00 5.00 5.00 5.00 5.00
Sixth Floor : 57.00 9.00 27.00 9.00 18.00 5.00

S. No.
Description of Work
43 Providing skirting 10 cm height with Double
charged / multi charged stain free full body
porcelain vitrified tiles with double layer pigment
of Size 600 x 600 mm and thickness between 8-10
mm of any colour and finish in all shades and designs,
length equal to flooring tiles, flushed to wall surface
to set over base coat of CM(1:5) 12 mm thick using
screened sand with cement slurry of honey like
consistency spread at the rate of 3.30 kgs per sqm and
jointing with white cement paste mixed with pigment of
matching shade to full depth, including cost of all
materials like tiles, cement, sand and water etc.,and
item of work.(APSS No.701 &707)
First Floor : 1759.00 287.00 1116.00 372.00 281.00 347.00 30.00 30.00 440.00 134.00 26.00 26.00 220.00 220.00 59.00
Second Floor : 2714.00 60.00 1581.00 338.00 768.00 923.00 343.00 335.00 512.00 362.00 213.00 186.00 256.00 256.00 612.00
Third Floor : 3408.00 50.00 1297.00 323.00 768.00 1104.00 343.00 335.00 512.00 788.00 213.00 186.00 256.00 256.00 612.00
Fourth Floor : 3045.00 1368.00 73.00 384.00 1104.00 335.00 512.00 788.00 213.00 186.00 256.00 256.00 612.00
Fifth Floor : 2489.00 384.00 1104.00 335.00 512.00 788.00 186.00 256.00 256.00 612.00
Sixth Floor : 1290.00 384.00 1104.00 512.00 788.00 612.00
44 Supply and application of epoxy coving 50mm x

50mm width at the corners of the all walls in
Operation Theatres, labour rooms including cost and
conveyance of all materials and labour charges,
overheads and contractor profit etc., complete for
finished item of work .
1350.00
45 Providing skirting to internal walls 10 cm height

with High Polished Granite 16 mm to 18 mm thick
up to 8'-00 (2.43 M) other than black and regular
colours, length equal to flooring slabs set over base
coat of CM(1:5) 12 mm thick using screened sand with
cement slurry of honey like consistency spread at the
rate of 3.30 kgs per sqm and jointing with white
cement paste mixed with pigment of matching shade
to full depth, including cost of all materials like tiles,
cement, sand and water etc., and overheads &
S. No.
Description of Work
First Floor : 189.00 31.00 110.00 34.00 29.00 31.00 13.00 13.00 60.00 16.00 13.00 7.00 30.00 30.00 12.00
Second Floor : 189.00 38.00 221.00 34.00 57.00 93.00 13.00 14.00 29.00 50.00 13.00 13.00 15.00 15.00 13.00
Third Floor : 189.00 31.00 221.00 34.00 57.00 74.00 13.00 14.00 29.00 50.00 13.00 13.00 15.00 15.00 13.00
Fourth Floor : 189.00 90.00 34.00 29.00 74.00 14.00 29.00 50.00 13.00 13.00 15.00 15.00 13.00
Fifth Floor : 189.00 29.00 74.00 14.00 29.00 50.00 13.00 15.00 15.00 13.00
Sixth Floor : 189.00 29.00 74.00 29.00 50.00 13.00
46 Providing cladding to walls with High Polished

Granite 16 mm to 18 mm thick up to 8'-00 (2.43 M)
other than black and regular colours, length equal
to flooring slabs set over base coat of CM(1:3) 12 mm
thick using screened sand with cement slurry of honey
like consistency spread at the rate of 3.30 kgs per sqm
and jointing with white cement paste mixed with
pigment of matching shade to full depth, including cost
of all materials like tiles, cement, sand and water etc.,
First Floor : 76.00 30.00 23.00 7.00 6.00 22.00 14.00 19.00 11.00 10.00 11.00 11.00 6.00 6.00 4.00
Second Floor : 76.00 22.00 20.00 7.00 21.00 22.00 5.00 5.00 11.00 10.00 5.00 5.00 6.00 6.00 10.00
Third Floor : 76.00 18.00 20.00 7.00 21.00 53.00 5.00 5.00 11.00 58.00 5.00 5.00 6.00 6.00 10.00
Fourth Floor : 76.00 15.00 6.00 11.00 53.00 5.00 11.00 58.00 5.00 5.00 6.00 6.00 10.00
Fifth Floor : 76.00 11.00 53.00 5.00 11.00 58.00 5.00 6.00 6.00 10.00
Sixth Floor : 44.00 11.00 53.00 11.00 58.00 10.00
47 Providing external cladding to walls with natural

stone (Bethamcherla or equivalent) of size not
exceeding 300mm x300mm and 18-20mm thick set
over base coat of CM(1:3) 12 mm thick using screened
sand with cement slurry of honey like consistency
spread at the rate of 3.30 kgs per sqm and jointing with
white cement paste mixed with pigment of matching
shade to full depth, including cost of all materials like
natural stone, cement, sand and water, scaffolding
First Floor : 4190.00 670.00 2227.00 840.00 146.00 658.00 313.00 213.00 387.00 658.00 285.00 32.00 194.00 194.00 438.00
S. No.
Description of Work
Second Floor : 6193.00 2935.00 733.00 669.00 1724.00 276.00 547.00 807.00 1724.00 558.00 276.00 404.00 404.00 680.00
Third Floor : 7077.00 669.00 1717.00 547.00 807.00 1717.00 276.00 404.00 404.00 680.00
Fourth Floor : 7014.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
48 Providing external cladding to walls with brick tiles

of size 230mm x 75 mm with 12mm thick set over
base coat of CM(1:3) 12mm thick using screened sand
with cement slurry of honey like consistency spread at
the rate of 10.08 kgs per sqm and jointing with white
cement paste mixed with pigment of matching shade
to full depth, including cost of all materials like tiles,
scaffolding, cement, sand and water etc., and
item of work.
Third Floor : 629.00 3144.00 530.00 276.00 558.00
Fourth Floor : 1745.00 805.00 708.00 1717.00 547.00 807.00 1717.00 558.00 276.00 404.00 404.00 680.00
Fifth Floor : 7594.00 708.00 1717.00 547.00 807.00 1717.00 276.00 404.00 404.00 680.00
Sixth Floor : 4841.00 708.00 1717.00 807.00 1717.00 680.00
49 Providing pitched roof cladding with terracota tiles

of size 125mm x 200mm and 12mm to 15mm thick
set over base coat of CM(1:3) 12mm thick using
materials like tiles, cement, sand and water ,
scaffolding etc., and overheads & contractors profit
First Floor : 275.00 111.00 51.00
Fourth Floor : 365.00 240.00
FIfth Floor : 966.00 585.00 517.00
Sixth Floor : 517.00 240.00 196.00 196.00
Seventh Floor : 670.00 1056.00 196.00 1056.00 573.00

S. No.
Description of Work
50 Providing dadooing with glazed red or white full
body ceramic wall tiles of size 300 x 450 mm / 320
mm x 400 mm and thickness 6 mm 1st quality
designs with borders as approved by Engineer-in-
Charge flushed to wall surface set over base coat of
CM(1:5) 12 mm thick using screened sand with cement
slurry of honey like consistency spread at the rate of
3.30 kgs per sqm and jointing with white cement paste
mixed with pigment of matching shade to full depth,
including cost of all materials like tiles, cement, sand
and water etc., and overheads & contractors profit
First Floor : 342.00 200.00 651.00 311.00 91.00 11.00 8.00 8.00 243.00 7.00 18.00 18.00 122.00 122.00 12.00
Second Floor : 2109.00 146.00 913.00 299.00 232.00 194.00 278.00 310.00 272.00 479.00 114.00 65.00 136.00 136.00 180.00
Third Floor : 2215.00 146.00 935.00 299.00 232.00 307.00 278.00 310.00 272.00 522.00 114.00 65.00 136.00 136.00 180.00
Fourth Floor : 1948.00 760.00 197.00 296.00 307.00 310.00 272.00 522.00 114.00 65.00 136.00 136.00 180.00
Fifth Floor : 1995.00 296.00 307.00 310.00 272.00 522.00 65.00 136.00 136.00 180.00
Sixth Floor : 1105.00 296.00 307.00 272.00 522.00 180.00
51 Providing dadooing with glazed full body

porcelain wall tiles of size 300mm x 600 mm with
any type of design texture such as marble finish,
wooden, bamboo, stone finishes etc., scratch less,
stain free and thickness between 6-8 mm 1st quality
designs with borders and design as per the approved
pattern as approved by Engineer-in-Charge flushed to
wall surface set over base coat of CM(1:5) 12 mm
First Floor : 1403.00 85.00 1933.00 473.00 211.00 91.00 82.00 263.00 91.00 91.00 132.00 132.00
Second Floor : 3590.00 70.00 1665.00 410.00 313.00 606.00 157.00 196.00 140.00 525.00 105.00 71.00 70.00 70.00
Third Floor : 3969.00 72.00 2190.00 295.00 313.00 855.00 157.00 196.00 140.00 410.00 105.00 71.00 70.00 70.00
Fourth Floor : 3765.00 822.00 231.00 245.00 855.00 196.00 140.00 410.00 105.00 71.00 70.00 70.00
Fifth Floor : 4048.00 245.00 855.00 196.00 140.00 410.00 71.00 70.00 70.00
S. No.
Description of Work
Sixth Floor : 2481.00 245.00 855.00 140.00 410.00
52 Providing plinth protection using plain Cement 453.00 136.00 808.00 214.00 158.00 448.00 124.00 1.00 270.00 214.00 87.00 83.00 135.00 135.00 121.00
Concrete general purpose tiles conforming to IS:
13801 using aggregates, cement, pigments of size 300
x 300 mm and thickness 20 mm of any shade for a
width of 1200mm set over base coat of cement
mortar (1:6), 12 mm thick using screened sand over M
5 mix bed 100mm thick along with drain constructed
with 225 mm thick walls using fly ash cement / lime
solid blocks of size 290mm x 225mm x 140mm from
50 Kg/Sqcm. and plastering 2mm thick two coats with
base coat of 8mm thick in CM (1:6) and top coat of
4mm thick in CM (1:4) for brick masonry drain, laying
of tiles in between basement of the building and brick
wall and as directed by the Engineer - in - charge
including cost and conveyance of all materials to site,
all labour charges like mixing of cement concrete,
laying, curing, overheads & contractor profit etc.,
53 Filling with well burnt cinder aggregate as per

IS:2686-1977 in sunken slabs including cost and
conveyance of cinder, labour charges for filling,
ramming, overheads and contractor profit etc.,
First Floor : 0.00
Second Floor : 112.00 83.00 108.00 21.00 43.00 12.00 22.00 31.00 22.00 28.00 12.00 31.00 11.00 11.00 14.00
Third Floor : 142.00 15.00 97.00 21.00 43.00 27.00 22.00 31.00 22.00 28.00 12.00 31.00 11.00 11.00 14.00
Fourth Floor : 113.00 74.00 27.00 23.00 27.00 31.00 22.00 28.00 12.00 31.00 11.00 11.00 14.00
Fifth Floor : 113.00 23.00 27.00 31.00 22.00 28.00 31.00 11.00 11.00 14.00
Sixth Floor : 62.00 23.00 27.00 22.00 28.00 14.00

S. No.
Description of Work
54 Supplying and fixing of stainless steel (grade 304)
hand railing as per approved drawing with top rail of
50mm dia pipe and 2mm thick medium class and
vertical posts of 25mm dia and 1.6mm thick medium
class 1 No for each step fixed with base plate of
25mm dia using bonding agent and anchor fastner and
welding, drilling of 25mm dia holes with pneumatic
compressor for fixing railing, buffing, polishing all
members of the railing thouroughly , lacquer finishing
to present seamless finish including cost and
conveyance of all materials, electrodes, welding
charges, cost of all consumables, labour charges ,
overheads & contractors profit etc., complete for
Cellar Floor :
First Floor : 53.00 80.00 87.00 14.00 19.00 66.00 12.00 12.00 24.00 29.00 9.00 9.00 12.00 12.00 7.00
Second Floor : 53.00 76.00 86.00 54.00 37.00 84.00 25.00 31.00 21.00 179.00 24.00 41.00 11.00 11.00 40.00
Third Floor : 53.00 76.00 86.00 48.00 37.00 89.00 25.00 31.00 21.00 102.00 24.00 41.00 11.00 11.00 40.00
Fourth Floor : 53.00 36.00 14.00 24.00 89.00 31.00 21.00 102.00 24.00 41.00 11.00 11.00 40.00
Fifth Floor : 53.00 24.00 89.00 31.00 21.00 102.00 41.00 11.00 11.00 40.00
Sixth Floor : 53.00 24.00 89.00 21.00 102.00 40.00
357.00 232.00 295.00 130.00 165.00 506.00 62.00 136.00 129.00 616.00 81.00 173.00 56.00 56.00 207.00

railing for ramp and along staircase wall as per
approved drawing with top rail of 50mm dia pipe and
2mm thick medium class fixed in to wall with 25mm dia
pipe of 0.30m length @ 1m centre to centre and
welding, buffing, polishing all members of the railing
thouroughly , lacquer finishing to present seamless
finish including cost and conveyance of all materials,
electrodes, welding charges, cost of all consumables,
labour charges , overheads & contractors profit etc.,
Cellar Floor :
First Floor : 342.00 6.00 107.00 26.00 28.00 76.00 12.00 13.00 28.00 8.00 13.00 13.00 14.00 14.00 12.00
Second Floor : 354.00 60.00 121.00 26.00 56.00 76.00 13.00 13.00 28.00 58.00 13.00 12.00 14.00 14.00 12.00
Third Floor : 354.00 60.00 121.00 26.00 56.00 87.00 13.00 13.00 28.00 58.00 13.00 12.00 14.00 14.00 12.00
Fourth Floor : 354.00 72.00 26.00 28.00 87.00 13.00 28.00 58.00 13.00 12.00 14.00 14.00 12.00
Fifth Floor : 354.00 28.00 87.00 13.00 28.00 58.00 12.00 14.00 14.00 12.00
S. No.
Description of Work
Sixth Floor : 350.00 28.00 87.00 28.00 58.00 12.00
2410.00 126.00 421.00 104.00 224.00 500.00 38.00 65.00 168.00 298.00 52.00 61.00 70.00 70.00 72.00

grip bars 200mm length bars in toilets as per
approved drawing with 25mm dia pipe with base plates
2 Nos., buffing, polishing thouroughly , lacquer
finishing to present seamless finish including cost and
conveyance of all materials, labour charges ,
First Floor : 342.00 6 107
Second Floor : 354.00 60 121
Third Floor : 354.00 60 121
Fourth Floor : 354.00 72
2410.00 126 421
57 Providing 110 mm Dia ISI marked PVC down water 1409.00 199.00 2520.00 328.00 570.00 378.00 155.00 155.00 152.00 453.00 155.00 129.00 152.00 152.00 374.00
take pipes with single socket , 2.5mm thick 4.0
kg/sq.cm pressure of ISI marked including cost of
necessary PVC Bends, couplers, shoes, iron / PVC
clamps and all other accessories and fixing in position
including cost and conveyance of all materials,
operational & incidental charges including all labour
charges for fixing at site etc., and overheads &
(APSS No. 1328)
S. No.
Description of Work
58 Providing specialized polysulphide sealant
treatment to the expansion joints on terrace (Size :
25mm x 12mm): Application of one coat of-High
performance specially designed SBR latex polymer
based bonding agent– ROOFBOND SBR
(Armstrong) / POWER n BOND SBR (EBT) /
NITOBOND SBR (Fosroc) ZORIBOND SBR (PMCC)/
SIKA LATEX (Sika) WATERSHIELD BOND SBRASTM
- C 920 -95 /DIN 18549 TT -S-00227E or equivalent
mixing with cement as per manufacturers c] Providing
and application of Acrylic Polymer modified
reinstatement concrete/mortar admixture with -
OOFCRETE AR (Armstrong ) / ZORIGROUT CMG
(PMCC) / POWER n GUARD ARM (EBT) /
WATERSHIELD AR / Fosroc to finish the damaged
edges of joint and making the groove. d]. Providing
and fixing of masking tape on top of the joint both
sides. e]. Providing and fixing of Back up support
material of Polyethelene foam to leave the depth of
12mm on the joint. f]. Providing and application of one
coat of polysulphide primer with – Polysulphide primer
on inner edge on joints. g]. Providing and application of
Two part Polysulphide sealant to a width of 25mm and
12mm depth with - ROOFSEAL PS (Armstrong ) /
POWER n SEAL PS (EBT) /NITOSEAL PS 200
(Fosroc)/ ZORISEAL PS (PMCC) / SIKA
POLYSULPHIDE (Sika) / WATERSHIELD PSComplies
with BS 4254 - 83 or equavalent with putty knife and
neat finish.
h]. Removing of masking tape and providing and

application of two coats of Acrylic elastomeric
cementitious coating with – ROOFSEAL PS
(Armstrong ) / POWER n SEAL PS (EBT) /NITOSEAL
PS 200 (Fosroc)/ ZORISEAL PS (PMCC) / SIKA
POLYSULPHIDE (Sika) / WATERSHIELD PS
including cost and conveyance of all materials, labour
charges, overheads & contractors profit etc., complete
for finished item of work
First Floor : 82.00 179.00 10.00 35.00 173.00 30.00
Second Floor : 82.00 106.00 10.00 16.00 90.00 16.00
Third Floor : 82.00 106.00 10.00 16.00 90.00 16.00
Forth Floor : 82.00 106.00 10.00 16.00 90.00 16.00
Fifth Floor : 82.00 10.00 16.00 90.00
Sixth Floor : 82.00 10.00 99.00 90.00
574.00 497.00 60.00 99.00 623.00 78.00

S. No.
Description of Work
59 Providing and fixing of Expansion joint filler board
for buildings, columns, beams and slabs 25 mm
thick including cost and conveyance of all materials to
site, all incidental, operational, labour charges
etc.overheads & contractors profit complete for
finished item of work as per approved drawing for all
floors
Cellar Floor :
First Floor : 17.00 90.00 8.00 19.00 46.00 17.00
Second Floor : 17.00 55.00 4.00 8.00 25.00 11.00
Third Floor : 17.00 55.00 4.00 8.00 25.00 11.00
Fourth Floor : 17.00 55.00 4.00 8.00 25.00 11.00
Fifth Floor : 17.00 4.00 8.00 25.00
Sixth Floor : 17.00 4.00 51.00 25.00
119.00 255.00 28.00 51.00 171.00 50.00
60 Providing and fixing of 24 gauge alluminium sheet

over expansion joint groove of width 15cm fixed to
walls / columns at one edge and resting over the other
block walls/columns concealing expansion joint with
slotted holes for free edge of aluminium sheet to
facilitate free movement of aluminium sheet over the
finished surface of expansion joint and wall face using
sheet metal screws with nylon receiver complete
all incidental, operational, labour charges , overheads
& contractors profit etc., complete for finished item of
work as per approved drawing (for all floors for vertical
joints and bottom of slab)
Cellar Floor :
First Floor : 82.00 179.00 10.00 35.00 173.00 30.00
Second Floor : 82.00 106.00 10.00 16.00 90.00 16.00
Third Floor : 82.00 106.00 10.00 16.00 90.00 16.00
Fourth Floor : 82.00 106.00 10.00 16.00 90.00 16.00
Fifth Floor : 82.00 10.00 16.00 90.00
Sixth Floor : 82.00 10.00 90.00

S. No.
Description of Work
574.00 497.00 60.00 99.00 623.00 78.00
61 Providing and fixing of expansion joint system
related with floor location as per drawings and
direction of Engineer-In-Charge. The joints system
will be of extruded aluminum base members, self
aligning / self centering arrangement and support
plates etc. as per ASTM B221-02. The system shall
be such that it provides floor to floor /floor to wall
expansion control system for various vertical localtion
in load application areas that accommodates multi
directional seismic movement without stress to it’s
components. System shall consist of metal profiles
with a universal aluminum base member designed to
accommodate various project conditions and finish
floor treatments. The cover plate shall be designed of
width and thickness required to satisfy projects
movement and loading requirements and secured to
base members by utilizing manufacturer’s pre-
engineered self-centering arrangement that freely
rotates / moves in all directions. The Self – centering
arrangement shall exhibit circular sphere ends that
lock and slide inside the corresponding aluminum
extrusion cavity to allow freedom of movement and
flexure in all directions including vertical displacement.
Provision of Moisture Barrier Membrane in the Joint
System to have watertight joint is mandatory
requirement all as per the manufactures design and as
approved by Engineer -in- Charge . (Material shall
confirm to ASTM 6063.)
200.00 150.00

related with wall joint (internal/ external) location
as per drawings and direction of Engineer-In-
Charge. The joints shall be of extruded aluminum base
members, self aligning / centering arrangement and
support plates as per ASTM B221- 02. The material
shall be such that it provides an Expansion Joints
System suitable for vertical wall to wall/ wall to corner
application, both new and existing construction in
office Buildings & complexes with no slipping down
tendency amongst the components of the Joint
System. The Joint System shall utilize light weight
aluminum profiles exhibiting minimal exposed
aluminum surfaces mechanically snap locking the
multicellular to facilitate movement. (Material shall
confirm to ASTM 6063.)
1200.00 600.00
S. No.
Description of Work
63 Providing and fixing of expansion joint system of
approved make and manufactures for various roof
locations as per approved drawings and direction
of Engineer-In-Charge. The joints shall be of
extruded aluminum base members with, self
aligning and self centering arragement support
plates asper ASTM B221-02. The system shall be
such that it provides watertight roof to roof/roof to
corner joint cover expansion control system that is
capable of accommodating multidirectional seismic
movement without stress to its components. System
shall consist of metal profile that incorporates a
universal aluminum base member designed to
accommodate various project conditions and roof
treatments. The cover plate shall be designed of width
and thickness required to satisfy movement and
loading requirements and secured to base members
by utilizing manufacturer’s pre-engineered self-
centering arrangement that freely rotates / moves in all
directions. The Self centering arrangement shall
exhibit circular sphere ends that lock and slide inside
the corresponding aluminum extrusion cavity to allow
freedom of movement and flexure in all directions
including vertical displacement. The Joint System shall
resists damage or deterioration from the impact of
falling ice, exposure to UV, airborne contaminants and
occasional foot traffic from maintenance personnel.
Provision of Moisture Barrier Membrane in the Joint
System to have water tight joint is mandatory
requirement. Material shall confirm to ASTM 6063.
Roof Joint of 200 mm gap 200.00 150.00
Roof Joint of 250 mm gap 200.00 150.00
64 Providing and fixing in true horizontal level 15 mm

- Mineral Fiber Ceiling tile of 595 x 595 (Square
edge Fissura fine model) using hot dipped
Galvanized Steel section exposed surface with pre-
coated capping, main Tee of size 24 x 32 mm at every
1200 mm c/c maximum and rotary stitched cross tee of
size 24 x 27 mm at every 600 mm c/c and sub-cross
tee of size 24 mm x 25 mm at 1200 mm c/c and wall
angle of size 19 x 19 mm fixed to periphery of the wall
and the above grid is suspended at every 1200 mm c/c
in both directions using 2.0 mm thick pre-straightened
GI Wire including cost and conveyance of all materials
and labour charges such as cutting , fixing of standing
of frame work exposing roof making, overheads &
in all floor in all floors.hed item of work in all floor in all
floors.
First Floor : 4993.00 612.00 3639.00 767.00 88.00 11.00 14.00 104.00 14.00 24.00 52.00 52.00 22.00
S. No.
Description of Work
Second Floor : 8004.00 259.00 5386.00 747.00 234.00 236.00 201.00
Third Floor : 8394.00 259.00 5731.00 879.00 201.00
Fourth Floor : 8726.00 2722.00 315.00 201.00
Fifth Floor : 7879.00 201.00
Sixth Floor : 4404.00 201.00
43553.00 1130.00 17478.00 2708.00 88.00 234.00 11.00 14.00 104.00 236.00 14.00 24.00 52.00 52.00 1027.00
65 Suplying and fabricating, erecting and fixing in

position tabular trusses of approved design with M.S
tube conforming to I.S specifications including roof
frame work consisting of rafters, ties struts and purlins
including cost of foundations bolts, cleats, bearings
plates, etc., complete as per the approved drawing
charges for fabrication and fixing, hire charges of all
tools and plants, all incidental charges, overheads and
in all floors as directed by the Engineer-in-Charge
12231.00 1890.00
66 Roofing with UV resistant multi-wall polycarbonate

sheets of any colour 10mm thick fixed with
Aluminium Universal glazing set 40mm wide and as
per drawing etc., complete including cost and
conveyance of all materials, labour charges,
overheads and contractors profit etc., but excluding the
cost of purlins, rafters, trusses, aluminium universal
glazing set complete for finished item of work
1138.00 176.00
67 Supplying and fixing Aluminium Universal glazing

set 40mm wide for jointing and fixing
Polycarbonate sheets including cost and
overheads and contractors profit etc., complete for
finished item of work
1670.00 17.00
S. No.
Description of Work
68 White washing two coats with white cement to
ceiling to give an even shade after thouroughly
brushing the surface to remove all dirt and remains of
loose powdered materials including cost of all
materials , labour charges and incidental such as
scaffolding , lift charges etc., and overheads &
contractors profit complete for finished item of work in
all floors.
First Floor : 6002.00 719.00 4356.00 1343.00 670.00 440.00 575.00 531.00 848.00 1057.00 354.00 355.00 425.00 425.00 896.00
Second Floor : 9394.00 817.00 5809.00 1212.00 1193.00 1308.00 491.00 525.00 753.00 1032.00 290.00 273.00 377.00 377.00 641.00
Third Floor : 9804.00 476.00 6143.00 1249.00 1193.00 1369.00 491.00 525.00 753.00 972.00 290.00 273.00 377.00 377.00 641.00
Fourth Floor : 10061.00 129.00 3003.00 638.00 653.00 1369.00 49.00 525.00 753.00 972.00 290.00 273.00 377.00 377.00 641.00
Fifth Floor : 9293.00 0.00 349.00 138.00 653.00 1369.00 525.00 753.00 972.00 51.00 273.00 377.00 377.00 641.00
Sixth Floor : 5658.00 1350.00 653.00 1369.00 49.00 753.00 972.00 51.00 26.00 26.00 641.00
Seventh Floor : 1961.00 52.00 223.00 26.00 180.00 51.00 51.00

52235.00 2141.00 19660.00 4580.00 5067.00 7447.00 1606.00 2680.00 4639.00 6157.00 1275.00 1498.00 1959.00 1959.00 4152.00
69 Providing and applying Wall putty of White Cement

or Polymer or Cement based of average 1 to 2 mm
thickness over plastered surface to prepare the
surface even and smooth after thoroughly brushing the
surface to remove all dirt and remains of loose
powdered materials, applying emery paper, Sand the
surface, clean & wipe off loose dust, applying knifing
paste filler by putty knife / muslin pad, air dry for 2 - 3
hrs, sand with 180 and 320 No., emery paper for the
surface preparation including cost and conveyance of
all materials to work site and all operational, incidental,
labour charges, over heads and contractors profit etc.,
complete for finished item of work in all floors for
internal walls.
First Floor : 15750.00 1350.00 5346.00 1881.00 1069.00 1345.00 602.00 671.00 1657.00 481.00 423.00 423.00 829.00 829.00 541.00
Second Floor : 20377.00 705.00 10390.00 1921.00 2791.00 4752.00 1729.00 1086.00 1640.00 1570.00 76.00 124.00 820.00 820.00 1774.00
Third Floor : 25028.00 929.00 5769.00 1719.00 2791.00 4734.00 1729.00 1086.00 1640.00 2941.00 76.00 124.00 820.00 820.00 1774.00
Fourth Floor : 20935.00 7423.00 876.00 1449.00 4734.00 1086.00 1640.00 2941.00 76.00 124.00 820.00 820.00 1774.00
Fifth Floor : 21953.00 1449.00 4734.00 1086.00 1640.00 2941.00 124.00 820.00 820.00 1774.00
Sixth Floor : 10530.00 1449.00 4734.00 1640.00 2941.00 1774.00
118867.00 2984.00 28928.00 6397.00 10998.00 25033.00 4060.00 5015.00 9857.00 13815.00 651.00 919.00 4109.00 4109.00 9411.00
S. No.
Description of Work
70 Providing and applying exterior texture of average
2 to 3 mm thickness over plastered surface to prepare
the surface even and smooth after thoroughly brushing
the surface to remove all dirt and remains of loose
powdered materials, applying emery paper, Sand the
surface, clean & wipe off loose dust, applying putty/
texture paint filler by putty knife / muslin pad, air dry for
2 - 3 hrs for the surface preparation including cost
and conveyance of all materials to work site and all
operational, incidental, labour charges, scaffolding
charges, overheads and contractors profit etc.,
external walls.
First Floor :
Second Floor :
Third Floor :
Fourth Floor :
Fifth Floor :
71 Supply & application of one coat water based

cement primer of interior grade I and two coats of
synthetic polymer luxury plastic emulsion paint of
superior grade having VOC (Volatile Organic
Compound) content less than 50 grams/litre for
internal walls including cost and conveyance of all
materials to site, incidental, operational and all labour
charges etc., and overheads & contractors profit
First Floor : 15750.00 1350.00 5346.00 1881.00 1069.00 1345.00 602.00 671.00 1657.00 481.00 423.00 423.00 829.00 829.00 541.00
Second Floor : 20377.00 705.00 10390.00 1921.00 2791.00 4752.00 1729.00 1086.00 1640.00 1570.00 76.00 124.00 820.00 820.00 1774.00
Third Floor : 25028.00 929.00 5769.00 1719.00 2791.00 4734.00 1729.00 1086.00 1640.00 2941.00 76.00 124.00 820.00 820.00 1774.00
Fourth Floor : 20935.00 147.00 7423.00 876.00 1449.00 4734.00 76.00 1086.00 1640.00 2941.00 76.00 124.00 820.00 820.00 1774.00
Fifth Floor : 21953.00 25.00 732.00 165.00 1449.00 4734.00 1086.00 1640.00 2941.00 95.00 124.00 820.00 820.00 1774.00
Sixth Floor : 10530.00 4.00 1449.00 4734.00 80.00 1640.00 2941.00 92.00 73.00 73.00 1774.00
Seventh Floor : 4294.00 145.00 603.00 73.00 237.00 109.00
118981.00 3131.00 29660.00 6562.00 11143.00 25636.00 4136.00 5095.00 9930.00 14052.00 746.00 1011.00 4182.00 4182.00 9520.00
S. No.
Description of Work
cement primer of exterior grade II and two coats of
exterior walls including cost and conveyance of all
Cellar Floor :
First Floor : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Second Floor : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Third Floor : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Fourth Floor : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Fifth Floor : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Sixth Floor : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Seventh Floor : 0.00 0.00 371.00 0.00 0.00
Eighth Floor :
0.00 0.00 0.00 0.00 0.00 0.00 0.00 371.00 0.00 0.00 0.00 0.00 0.00 0.00
73 Providing and applying water proof wall putty of

white cement or polymer or cement based of
average 1 to 2 mm thickness over plastered surface to
prepare the surface even and smooth after thoroughly
loose powdered materials, applying emery paper,
Sand the surface, clean & wipe off loose dust, applying
knifing paste filler by putty knife / muslin pad, air dry for
2 - 3 hrs, sand with 180 and 320 No., emery paper for
the surface preparation, applying one coat of cement
primer of interior grade-1 and two coats of poy-
urethane paint of light green or light blue colour
with 1mm thickness with anti fungal and anti bacterial
chemical resistance durable and non particle shedding
including cost and conveyance of all materials to work
site and all operational, incidental, labour charges,
over heads and contractors profit etc., complete for
finished item of work in all floors for internal walls and
ceiling of Operation Theatre and labour rooms.

1519.00
S. No.
Description of Work
74 Painting to new wood work and flush shutters with
lappam finish , over a primary coat and painting
two coats of synthetic enamel paint Grade-I VOC
(Volatile Organic Compound) content less than 50
grams/litre of approved shade including cost and
conveyance of all materials to site cost of primer coat
and all labour charges etc. complete including applying
sand paper on lappam coats for neat finish and
overheads & contractors profit complete in all floors
(APSS No.1200, 1207 & 1211).
First Floor : 239.00 42.00 157.00 40.00 20.00 10.00 10.00 30.00 17.00 10.00 10.00 2.00 17.00 17.00 6.00
Second Floor : 449.00 25.00 181.00 37.00 61.00 89.00 110.00 139.00 30.00 84.00 70.00 39.00 15.00 15.00 42.00
Third Floor : 210.00 25.00 168.00 34.00 61.00 104.00 110.00 139.00 30.00 123.00 70.00 39.00 15.00 15.00 42.00
Fourth Floor : 456.00 4.00 145.00 16.00 23.00 104.00 3.00 139.00 30.00 123.00 70.00 39.00 15.00 15.00 42.00
Fifth Floor : 428.00 15.00 5.00 23.00 104.00 139.00 30.00 123.00 3.00 39.00 15.00 15.00 42.00
Sixth Floor : 261.00 23.00 104.00 3.00 30.00 123.00 3.00 2.00 2.00 42.00
Seventh Floor : 69.00 6.00 20.00 2.00 9.00 3.00
Eighth Floor : 3.00
2115.00 96.00 666.00 132.00 217.00 535.00 233.00 589.00 169.00 595.00 223.00 161.00 79.00 79.00 219.00
75 Painting two coats with synthetic enamel paint

Grade-II VOC (Volatile Organic Compound) content
less than 50 grams/litre over primer coat of red oxide
to new iron work including cost and conveyance of all
complete for finished item of work in all floors. (SS No.
1201, 1212 & 1207).
First Floor : 244.00 91.00 307.00 111.00 54.00 19.00 8.00 14.00 74.00 7.00 11.00 10.00 37.00 37.00 3.00
Second Floor : 592.00 91.00 443.00 140.00 59.00 172.00 33.00 32.00 74.00 52.00 17.00 15.00 37.00 37.00 31.00
Third Floor : 605.00 39.00 448.00 139.00 59.00 179.00 33.00 32.00 74.00 69.00 17.00 15.00 37.00 37.00 31.00
Fourth Floor : 668.00 6.00 304.00 82.00 59.00 179.00 4.00 32.00 74.00 69.00 17.00 15.00 37.00 37.00 31.00
Fifth Floor : 619.00 30.00 8.00 59.00 179.00 32.00 74.00 69.00 2.00 15.00 37.00 37.00 31.00
Sixth Floor : 445.00 59.00 179.00 4.00 74.00 69.00 2.00 31.00
Seventh Floor : 129.00 12.00 8.00 4.00
3448.00 227.00 1532.00 480.00 349.00 919.00 78.00 146.00 444.00 343.00 64.00 72.00 185.00 185.00 162.00
S. No.
Description of Work
76 Supply & applying Melamine Polish Glossy/ Matt
finish to the wood works duly cleaning the surface
and applying emery paper, sand the wood with 180
No., emery paper and then with 320 No., emery paper,
clean & wipe off loose dust, applying suitable knifing
paste filler / wood filler by putty knife / muslin pad, air
dry for 2 - 3 hrs, sand with 180 and 320 No., emery
paper, apply two component wood sealer, air dry for
24 hrs, sand with 320 No emery paper, applying one
coat of approved spraying thinner (for spraying)/
applying one coat of approved brushing thinner or
general purpose thinner (for brushing) and apply
(either with spray or brush) two coats of approved
brand melamine including cost & labour charges,
emery papers, cost of thinner & melamine polish, over
heads and contractors profit etc., complete for finished
item of work
First Floor : 12.00 18.00 35.00 9.00 9.00 35.00 9.00 9.00 18.00 18.00
77 Supply and fixing of two shutter main door cum

fixed window as per approved drawing with best
teak wood frame of section 150mm x 100 mm with
fixed fan light of 500mm at top and fixed panels of
600mm width at sides fixed with 12mm thick Tinted -
Bronze/Green glass using 12mm x 12mm teak wood
beading and fixing ornamental grill made of 25mm x
5mm MS flats as per the approved drawing in fan light
portion and fixed panels and 1st class teak wood top
and middle rails & styles of section 120mm x 35mm,
bottom rail of size 150mm x 35mm and 12mm thick
plain float glass for shutter with ornamental etching
including cost and
S. No.
Description of Work
conveyance to site of teak wood frame, shutters,
glass including supply and fixing 6 Nos MS Zhold
fasts of size 300 mm x 40 mm x 5mm including cost of
ISI marked brass fixtures of 8 Nos butt hinges(IS:205)
250mm long , 1 No. aldrop (IS:2681) 450mm long, 3
Nos tower bolts- 10mm (IS:204) of 200 mm long , 2
Nos 450 mm long fancy handles, 2 Nos door stoppers,
2 Nos. Rubber / Nylon door stop bushes including
fixing the fixtures to door with required number of
screws, bolt and nuts including labour charges for
fixing the frame in position, fixing the shutters to the
frame, fixing glass in fan light portion etc., including
item of work in all floors as per APSS 1001 & 1002
(The vertical frame of door shall be embedded in
flooring for a depth of not less than 40 mm) (3000mm
x 2600mm)
First Floor : 15.60
78 Supply and fixing of doors as per approved drawings

with best teak wood frame of section 100mm x 65
mm with fixed fan light of 500mm at the top fixed with
4mm thick pin headed glass using 12mm x 12mm
Teak Wood beading and 2 Nos. of 10mm MS Square
bars and ISI marked flush door shutter of 30mm thick
double shutters with bond wood solid block board type
core having cross bands and face veneers, hot
pressed bonded with water proof phenol formaldehyde
synthetic resin factory made conforming to IS 2202-
1991 (Part-I) both sides commercial ply with internal
lipping on all sides, fixing 1mm thick mat finish
laminated sheet to full width and height of the
flush shutter both sides
S. No.
Description of Work
including cost and conveyance to site of teak wood
frame, flush shutter, laminate sheet including supply
and fixing 6 nos MS Z hold fasts of size 300 mm x 40
mm x 5mm including cost of ISI marked brass fixtures
of 6 Nos butt hinges (IS:205) 150mm long , 1 No.
aldrop (IS:2681) 300mm long, 2 Nos tower bolts-
10mm (IS:204) of 200 mm long at top, 1 No. tower
bolt- 10mm bolt (IS:204) 150mm long at bottom, 2
Nos. 150mm long fancy handles (IS:208) , 2 Nos door
stopper and 2 Nos Rubber / Nylon door stop bushes
including fixing the fixtures to door with required
number of screws, bolt and nuts including labour
charges for fixing the frame in position, fixing the
shutter to the frame, fixing glass in fan light portion
etc., including overheads & contractors profit complete
for finished item of work as per APSS 1001 & 1002
The vertical frame of door shall be embedded in
x 2600mm)
First Floor : 5.20
Second Floor
5.20
79 Supply and fixing of doors as per approved

drawings with medium teak wood frame of section
100mm x 65 mm with fixed / split type fan light of
500mm at the top fixed with 4mm thick pin headed
glass using 12mm x 12mm Teak Wood beading and 2
Nos. of 10mm MS Square bars and ISI marked flush
door shutter of 30mm thick double shutters with bond
wood solid block board type core having cross bands
and face veneers, hot pressed bonded with water
proof phenol formaldehyde synthetic resin factory
made conforming to IS 2202-1991 (Part-I) both sides
commercial ply with internal lipping on all sides, fixing
1mm thick mat finish laminated sheet to full width
S. No.
Description of Work
and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40
mm x 5mm including cost of ISI marked Aluminium
fixtures of 6 Nos. butt hinges (IS:205) 150mm long, 1
No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts -
10mm (IS:204) of 200 mm long at top, 2 Nos. 150mm
long handles (IS:208), 2 Nos. door stoppers and 2
Nos. Rubber / Nylon door stop bushes including fixing
the fixtures to door with required number of screws,
bolt and nuts including labour charges for fixing the
frame in position, fixing the shutter to the frame, fixing
glass in fan light portion etc., including overheads &
contractors profit complete for finished item of work as
per APSS 1001 & 1002 The vertical frame of door shall
be embedded in flooring for a depth of not less than 10
mm) (1800mm x 2600mm)
First Floor : 18.72 9.36 32.76
Second Floor : 65.52 23.40 56.16
Third Floor : 56.16 23.40 51.48
Fifth Floor : 28.08
257.40 56.16 154.44

with medium teak wood frame of section 100mm x
65 mm with split type fan light of 500mm at the top
fixed with 4mm thick pin headed glass using 12mm x
12mm Teak Wood beading and 2 Nos. of 10mm MS
Square bars and ISI marked flush door shutter of
30mm thick double shutters with bond wood solid
block board type core having cross bands and face
veneers, hot pressed bonded with water proof phenol
formaldehyde synthetic resin factory made conforming
to IS 2202-1991 (Part-I) both sides commercial ply with
internal lipping on all sides, fixing 1mm thick mat
finish laminated sheet to full width and height of
the flush shutter both sides
S. No.
Description of Work
mm x 5mm including cost of ISI marked Alumimium
No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts
(IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150mm
per APSS 1001 & 1002 (The vertical frame of door
shall be embedded in flooring for a depth of not less
than 10 mm) (1500mm x 2600mm)
First Floor : 81.90 78.00 42.90
Second Floor : 97.50 62.40 39.00
Third Floor : 105.30 70.20 35.10
Fourt Floor : 117.00 35.10 15.60
Fifth Floor : 78.00
Sixth Floor : 58.50
570.12 245.70 132.60

with medium teak wood frame of section 100mm x 65
mm with split type fan light of 500mm at the top
30mm thick double shutters with bond wood solid
S. No.
Description of Work
(IS:204) of 200 mm x 10 mm dia at top, 2 Nos.
150mm long handles (IS:208), 2 Nos. door stoppers
and 2 Nos. Rubber / Nylon door stop bushes including
fixing the frame in position, fixing the shutter to the
frame, fixing glass in fan light portion etc, including
item of work as per APSS 1001 & 1002 (The vertical
frame of door shall be embedded in flooring for a depth
of not less than 10 mm) (1200mm x 2600mm)
First Floor : 34.32 31.20 3.12
Second Floor : 143.52 21.84
Fourt Floor : 71.76
Fifth Floor : 65.52
Sixth Floor : 21.84
496.08 31.20 24.96

mm with split type fan light of 500mm at the top fixed
with 4mm thick pin headed glass using 12mm x 12mm
single shutter with bond wood solid block board type
lipping on all sides fixing 1mm thick mat finish
flush shutter both sides including cost and
conveyance to site of teak wood frame, flush shutter,
laminate sheet including supply and fixing
S. No.
Description of Work
6 Nos. MS Z hold fasts of size 300 mm x 40 mm x
5mm including cost of ISI marked Aluminium fixtures of
3 Nos. butt hinges (IS:205) 150mm long , 1 No. aldrop
(IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200
mm x 10 mm dia at top, 2 Nos. 150mm long handles
(IS:208), 1 No. door stopper and 1 No. Rubber / Nylon
door stop bushes including fixing the fixtures to door
with required number of screws, bolt and nuts
including labour charges for fixing the frame in
position, fixing the shutter to the frame, fixing glass in
fan light portion etc, including overheads & contractors
profit complete for finished item of work as per APSS
1001 & 1002 (The vertical frame of door shall be
embedded in flooring for a depth of not less than 10
mm) (1000mm x 2600mm)
Third Floor : 62.40
Fourt Floor : 345.80
1414.40

30mm thick single shutter with bond wood solid
the flush shutter both sides including cost and
laminate sheet including supply and fixing
S. No.
Description of Work
5mm including cost of ISI marked Aluminium fixtures of
3 Nos. butt hinges (IS:205) 150mm long , 1 No. aldrop
(IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200
mm x 10 mm dia at top, 2 Nos. 150mm long handles
(IS:208), 1 No. door stopper and 1 No. Rubber / Nylon
door stop bushes including fixing the fixtures to door
with required number of screws, bolt and nuts
fan light portion etc, including overheads & contractors
mm) (900mm x 2600mm)
First Floor : 9.36
Second Floor : 9.36
Third Floor : 9.36
28.08
84 Supply & Fixing of Lead Lined Stainless steel 24.96

Clean room door frames and shutters made of
Stainless steel grade of 304 hairline finish, frame
with 1.60mm (16SWG) thick hairline finish Stainless
steel grade of 304 formed to Single/double rebate
profile of size 100 mm x 58mm/ 143 x 58 mm, door
frames with a single / multi Layer of Lead sheet
varying thickness from 3mm /1mm to 2mm depends on
radiation level, the shutter with 1.2 mm thick hairline
finish Stainless steel grade of 304 formed to provide a
46mm thick fully flush, double skin door shell with Lock
Seam joints at stile edges with a single / multi Layer of
Lead sheet varying thickness from 3mm /1mm to 2mm
depends on radiation level. The lead sheets extend the
full width and height of the door. Lead thickness is to
be equal to the shielding in the adjacent wall.
Hardware can be provided with Stainless Steel Ball
Bearing Butt Hinges 3 mm thick fixed flush to the
frame and shutter etc., including overheads and
in all floors
S. No.
Description of Work
85 Supply and fixing doors as per drawings with
medium teak wood frame of section 100mm x 65 mm
and ISI marked flush door shutters of 30 mm thick
double shutters with bond wood solid block board
type Core having cross bands and face veneers, hot
laminate sheet including
supply and fixing 6 Nos. MS Z hold fasts of size 300

mm x 40 mm x 5mm including cost of ISI marked
Aluminium fixtures of 6 Nos. butt hinges (IS:205)
150mm long, 1 No. aldrop (IS:2681) 300mm long, 2
Nos. tower bolts (IS:204) of 200 mm x 10 mm dia at
top, 2 Nos. 150 mm long handles (IS:208), 2 Nos. door
stoppers and 2 Nos. Rubber / Nylon door stop bushes
shutter to the frame etc, including overheads &
than 10 mm) (2000mm x 2100mm)
First Floor :
86 Supply and fixing of two shutter main door as per

approved drawing with best teak wood frame of
section 150mm x 100 mm and 1st class teak wood
top and middle rails & styles of section 120mm x
35mm, bottom rail of size 150mm x 35mm and 12mm
thick plain float glass for shutter including cost and
glass including supply and fixing 6 Nos MS Z hold
frame etc., including overheads & contractors profit
complete for finished item of work as per APSS 1001 &
1002 (The vertical frame of door shall be embedded in
x 2100mm)
S. No.
Description of Work
First Floor : 15.12 3.78 3.78 7.56 3.78 3.78 7.56 7.56
Second Floor :
15.12 3.78 3.78 7.56 3.78 3.78 7.56 7.56

laminate sheet including

shutter to the frame etc., including overheads &
than 10 mm) (1500mm x 2100mm)
First Floor : 31.00
88 Supply and fixing doors as per drawings with medium

teak wood frame of section 100mm x 65 mm and ISI
marked flush door shutters of 30 mm thick double
shutters with bond wood solid block board type Core
having cross bands and face veneers, hot pressed
bonded with water proof phenol formaldehyde
laminated sheet to full width and height of the flush
shutter both sides including cost and conveyance to
site of teak wood frame, flush shutter, laminate sheet
including
S. No.
Description of Work
Alumium fixtures of 6 Nos. butt hinges (IS:205) 150mm
long, 1 No. aldrop (IS:2681) 300mm long, 2 Nos. tower
bolts (IS:204) of 200 mm x 10 mm dia at top, 2 Nos.
150 mm long handles (IS:208), 2 Nos. door stoppers
and 2 Nos. Rubber / Nylon door stop bushes
than 10 mm) (1200mm x 2100mm)
First Floor : 0.00
Third Floor : 10.08
Fifth Floor : 313.00 115.00 10.08
Sixth Floor : 10.08
50.40

Core having cross bands and face veneers, hot
laminated sheet including supply and
S. No.
Description of Work
fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm
x 5mm including cost of ISI marked Aluminium fixtures
of 3 Nos. butt hinges (IS:205) 150mm long, 1 No.
aldrop (IS:2681) 300mm long, 1 No. tower bolt (IS:204)
of 200 mm x 10 mm dia at top , 2 Nos. 150 mm long
handles (IS:208), 1 No. door stopper and 1 No. Rubber
/ Nylon door stop bushes including fixing the fixtures
to door with required number of screws, bolt and nuts
position, fixing the shutter to the frame etc., including
First Floor : 24.26 4.41 13.23 39.69 2.21 4.41 19.85 19.85
Second Floor : 57.33 48.51 61.74 35.28 30.87 30.88 17.64 17.64
Third Floor : 57.33 48.51 61.74 35.28 30.87 30.88 17.64 17.64
Fourth Floor : 26.46 61.74 35.28 30.87 30.88 17.64 17.64
Fifth Floor : 26.46 61.74 35.28 30.88 17.64 17.64
Sixth Floor : 26.46 35.28
218.30 101.43 260.19 216.09 94.82 127.91 90.41 90.41

laminated sheet including supply and
S. No.
Description of Work
First Floor : 8.82 8.82 6.30
Second Floor : 112.46 70.56 25.20
Third Floor : 132.30 88.20 25.20
Fourth Floor : 4.20 132.30 88.20 25.20
Fifth Floor : 18.90 132.30 88.20 25.20
Sixth Floor : 132.30 88.20 25.20
Seventh Floor : 26.46 11.34
Eighth Floor : 2.10

2.10 4.20 18.90 676.94 443.52 132.30

laminate sheet including supply and
S. No.
Description of Work
First Floor : 22.68 94.50 9.45 1.89 3.78 3.78 3.78 1.89 1.89
Second Floor : 34.02 107.73 9.45 3.78 5.67 0.00 3.78 7.56 20.79 1.89 1.89
Third Floor : 54.81 102.06 9.45 3.78 5.67 0.00 3.78 7.56 20.79 1.89 1.89
Fourth Floor : 39.69 143.64 5.67 1.89 5.67 3.78 3.78 7.56 20.79 1.89 1.89
Fifth Floor : 60.48 5.67 1.89 5.67 3.78 7.56 20.79 1.89 1.89
Sixth Floor : 34.02 1.89 5.67 3.78 7.56 3.78 1.89 1.89
Seventh Floor : 17.01 7.56 1.89 3.78
262.71 447.93 39.69 22.68 28.35 3.78 3.78 24.57 37.80 3.78 86.94 11.34 11.34 3.78
S. No.
Description of Work
92 Providing and fixing factory made uPVC white
colour sliding glazed door comprising of uPVC multi-
chambered frame with in-built roller track and sash
extruded profiles duly reinforced with 1.60 ± 0.2 mm
thick galvanized mild steel section made from roll
forming process of required length (shape & size
according to uPVC profile), appropriate dimension
uPVC extruded glazing beads, uPVC extruded
interlock and uPVC extruded Inline sash adaptor (if
required), EPDM gasket, wool pile, zinc alloy(white
powder coated) handle with key on one side of
extreme panels along with zinc plated mild steel multi
point locking having transmission gear with keeps, zinc
alloy (white powder coated) cresent lock (if required),
stainless steel (SS 304 grade) body with adjustable
double nylon rollers (weight bearing capacity to be 120
kg), G.I fasteners 100 x 8 mm size for fixing frame to
finished wall and necessary stainless steel screws etc.
Profile of frame & sash shall be mitred cut and fusion
welded at all corners, including drilling of holes for
fixing hardware and drainageof water etc. After fixing
frame the gap between frame and adjacent finished
wall shall be filled with weather proof silicon sealent
over backer rod of required size and of approved
quality, all complete as per
approved drawing & direction of Engineerin-Charge

inclusive of cost of Single / double glass panes,wire
mesh and silicon sealent, all materials, labour charges
for fixing, overheads and contractor profit etc.,
complete for finished item of work. Note: For uPVC
frame and sash extruded profiles minus 5%
tolerancein dimension i.e. in depth & width of profile
shall be acceptable. Variationin profile dimension in
higher side shall be accepted but no extra payment on
a) Two track two panels sliding door made of (big

series) frame 67 x 50 mm & sash 46 x 82 mm both
having wall thickness of 2.3 ± 0.2 mm and single
glazing bead / double glazing bead of appropriate
dimension. (Area of door above 2.00 sqm upto 5.00
sqm)
First Floor : 34.02
Second Floor : 3.78 2.10
Third Floor : 1.89 2.10
Fifth Floor : 1.89
Sixth Floor : 1.89

S. No.
Description of Work
47.25 8.40
b) Three track three panels sliding door with fly proof

S.S wire mesh (Two nos. glazed & one no. wire
mesh panels) made of(big series) frame 116 x 45 mm
& sash 46 x 82 mm both having wall thickness of 2.3 ±
0.2 mm and single glazing bead / double glazing bead
of appropriate dimension. (Area of door above 2.00
sqm upto 5.00 sqm)
First Floor : 0.00
Third Floor : 20.16
Fifth Floor : 20.16
Sixth Floor : 20.16
Seventh Floor :
100.80
93 Supplying and fixing single side prelam solid panel

PVC door frame (Choukhat): Providing and fixing
factory made Pac single side Prelam door frame of the
size 50x7 mm with a wall thickness of 5mm, made out
of extruded 5mm rigid Pac single side prelam sheet,
meter cut at two corners and joined with 2 Nos. of
150mm long brackets of 15 x 15mm MS Square tube.
The two vertical door profiles are to be reinforced with
19 x 19mm MS. square tube of 19 guage. The door
frame shall be fixed to the wall using 65/100mm long
MS. Screws through the frame by using Pac fasteners.
a minimum of 4 Nos. of screws to be provided for each
vertical member and minimum 2nos. for horizontal
member etc. complete as per manufacture
specification and direction of Engineer-incharge
including conveyance of all materials, labour charges
for fixing, overheads & contractors profit complete for
finished item of work in all floors for door of size
800mm x 2100mm.
First Floor : 105.00 35.00 155.00 85.00 25.00 5.00 9.90 24.75 25.00 5.00 5.00 4.95 25.00 25.00 5.00
Second Floor : 570.00 30.00 295.00 84.15 140.00 285.00 19.80 118.80 80.00 70.00 9.90 9.90 80.00 80.00 60.00
Third Floor : 635.00 30.00 305.00 84.15 140.00 390.00 19.80 118.80 80.00 200.00 9.90 9.90 80.00 80.00 60.00
Fourth Floor : 585.00 205.00 39.60 70.00 390.00 118.80 80.00 200.00 9.90 9.90 80.00 80.00 60.00
Fifth Floor : 500.00 70.00 390.00 118.80 80.00 200.00 9.90 80.00 80.00 60.00
S. No.
Description of Work
Sixth Floor : 480.00 70.00 390.00 80.00 200.00 60.00
2970.00 95.00 960.00 292.90 515.00 1850.00 49.50 499.95 425.00 875.00 34.70 44.55 345.00 345.00 305.00
94 Providing and fixing 30mm thick factory made

moulded door shutter- wood free consisting of frame
made out of MS. tubes 19gauge thickness and size of
25mmX25mm for styles, top and bottom rails. MS.
Frame shall have a coat of steel primers. The inner
panel shall consist of 25mm thick high density EPS
conforming to IS 4671-1984 bounded with 2mm thick
termite proof, water proof and fire resistant moulded
Pac sheet with 2,4,6 raised panel design in different
plain and / or pre-lam colours after routing to the
moulded design on one side and 2mm plain and / or
pre-lam Pac sheet on other side of the EPS. The edge
of panel to be sealed with lipping of 10mm wide PVC
sheet bottom (made by sticking 2 rigid foam sheet of
5mm thickness using Pac solvent cement) and stiles
sides 25mm(5mmX5) thick and 30mm width Pac sheet
fitted along MS tube for lock provision for lock height
5mm thick Pac sheet of size 150mmX100mm fixed
with upper and lower face of inner side of EPS panel
etc., complete as per direction of Engineer – in-
Charge, manufacture specification and drawing
including ISI marked Aluminium fixtures 3 Nos. butt
hinges (IS:205) of 150mm long, 1 No. aldrop (IS:2681)
250 mm long, 1 No. tower bolt (IS:204) of 150 mm x
10mm dia, 2 Nos. 125mm long handles (IS:208),1 No.
Rubber / Nylon door stop bushes including labour
charges for fixing the shutter to frame etc., including
item of work in all floors for door of size 800mm x
2100mm
First Floor : 35.28 11.76 52.08 26.78 8.40 1.68 3.15 7.88 16.80 1.68 1.68 1.68 8.40 8.40 1.68
Second Floor : 191.52 10.08 99.12 26.78 47.04 95.76 6.30 31.50 26.88 23.52 3.15 3.15 26.88 26.88 20.16
Third Floor : 213.36 10.08 102.48 26.78 47.04 131.04 6.30 31.50 26.88 67.20 3.15 3.15 26.88 26.88 20.16
Fourth Floor : 196.56 68.88 12.60 23.52 131.04 31.50 26.88 67.20 3.15 3.15 26.88 26.88 20.16
Fifth Floor : 168.00 23.52 131.04 31.50 26.88 67.20 3.15 26.88 26.88 20.16
Sixth Floor : 161.28 23.52 131.04 26.88 67.20 20.16
997.92 31.92 322.56 92.94 173.04 621.60 15.75 133.88 151.20 294.00 11.13 14.28 115.92 115.92 102.48
S. No.
Description of Work
95 Providing & Fixing of Scientific Doors with metal
door frames and door shutters made of galvanize
steel (base steel as per IS 513 of 0.58 mm thick D
quality, galvanized as per IS 277 with Zinc of 120
GSM). coated with Zinc Phosphate Primer to receive
any paint on site or finished with Thermosetting
Polyurethane paint of Aliphatic Grade providing high
levels of scratch resistance and durability/Epoxy
polyester powder for powder coating paint thickness
50-60 microns (Dry film thickness) outer frame section
of 100 x 58 mm x 1.2 mm thick, shutter section of 0.80
mm thick galvanized steel sheet pressed (roll formed)
for 46mm thick fully flush, double skin door shell seam
joints at stile edges, in-fill of honeycomb Kraft paper
used to give the required rigidity and effective acoustic
insulation with 6” Tower bolt – 2 Nos., 6” D handles – 2
Nos., 10” Aldrops – 1 No., Butt Hinges – 6 Nos,
Mortise Lock of approved quality – 1 No, frames fixed
to the concrete/masonry wall by means of self
expanding screws including cost and conveyance of all
materials, labour charges for fixing, overheads and
in all floors for double leaf doors (2000mm x
2600mm, 1800mm x 2600mm)
First Floor :
Second Floor :
Third Floor :
Fifth Floor : 36.40
36.40
S. No.
Description of Work
colour sliding glazed window comprising of uPVC
multi-chambered frame with in-built roller track and
sash extruded profiles duly reinforced with 1.60 ± 0.2
mm thick galvanized mild steel section made from roll
according to uPVC profile), appropriate dimension of
uPVC extruded glazing beads and uPVC extruded
interlocks, EPDM gasket, wool pile, zinc alloy (white
powder coated) touch locks with hook, zinc alloy body
with single nylon rollers (weight bearing capacity to be
40 kg), G.I fasteners 100 x 8 mm size for fixing frame
to finished wall and necessary stainless steel screws
etc. Profile of frame & sash shall be mitred cut and
fusion

fixing hardware's and drainage of water etc. After fixing
quality, all complete as per approved drawing &
direction of Engineer-in-Charge inclusive of cost of
Single / double glass panes of 4mm thick pin headed
glass, wire mesh and silicon sealent . Note: For uPVC
frame and sash extruded profiles minus 5%
shall be acceptable.Variation in profile dimension in
higher side shall be accepted. But no extra payment
on this account shall be made.
a) Two track two panels sliding window made of frame

67 x 50 mm & sash 46 x 62 mm both having wall
thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension .
First Floor : 226.95 89.10 234.36 111.00
Second Floor : 503.88 89.10 439.56 108.00
Third Floor : 472.26 37.80 441.72 130.68
Fourth Floor : 478.38 5.40 270.00 69.12
Fifth Floor : 439.62 29.16 7.20
2580.81 221.40 1414.80 426.00

S. No.
Description of Work
a) Three track three panels sliding window with fly
proof SS wire mesh (Two nos. glazed & one no. wire
mesh panels) made of frame 92 x 44 mm & sash 32 x
60 mmboth having wall thickness of 1.9 ± 0.2 mm and
single glazing bead of appropriate dimension
First Floor : 12.75
546.21
97 Providing and fixing 3 Track 3 Shutter Pre painted

Steel sliding Window fabricated from roll formed
sections made of Galvanized steel colour coated
/powder coated (Base Steel as per IS 513 „D‟ quality
galvanized as per IS 277 with Zinc of 120 Gms./
Sq.mtr) with total coated thickness of 0.58mm. Primer
Coat with epoxy primer of 5-7 microns thick, finished
paint with a polyester paint of 12-16 microns thick and
back coated with Alkyd backer of 5-7 microns or
powder coated with pure polyester powder up to 50-60
microns thick. The External Section for Three Track
Three Sliding Shutter should be of 44 x 107mm with a
provision for bottom track insert profile of 10x9 mm
made of aluminium. Section for Window glass shutter
should be of 35x49mm , Section for Window Euro
groove should be of 25x24mm made of plastic to
accommodate standard accessories, and section for
window lap strip should be of 21x4mm made of plastic.
Section for Mesh Shutter should be of 35x49mm. The
Window to be panelled with 4mm thick pin headed
glass. The gaskets are to be made of Ethyl Propylene
Diamine Manomer [EPDM]. Corner Brackets for
internal and external frame to be made of glass filled
nylon. Touch lock to be provided for Window Shutter.
Sections are to be cut to length, joined and assembled
by means of corner brackets. The above frame to be
fixed to Brick/Concrete masonry by using Nylon self
expanding caps and driving MS electroplated 80mm
screws into the caps through frames. The Grill for
safety for windows to be made of 10mm thick square
rod bars with 152mm pitch including cost and
conveyance of all materials, labour charges for fixing,
overheads and contractors profit etc., for complete for
S. No.
Description of Work
First Floor : 48.36 17.94 7.02 13.26 65.52 5.85 8.97 8.97 32.76 32.76 1.95
Second Floor : 93.60 140.40 24.96 24.96 59.28 45.24 12.87 12.87 29.64 29.64 27.30
Third Floor : 93.60 135.72 24.96 24.96 59.28 62.40 12.87 12.87 29.64 29.64 27.30
Fourth Floor : 46.80 135.72 3.90 24.96 59.28 62.40 12.87 12.87 29.64 29.64 27.30
Fifth Floor : 46.80 135.72 24.96 59.28 62.40 1.95 12.87 29.64 29.64 27.30
Sixth Floor : 46.80 135.72 3.12 59.28 62.40 1.95 27.30
Seventh Floor : 11.70 7.80 3.90
375.96 712.92 60.84 116.22 361.92 308.49 49.53 62.40 151.32 151.32 142.35

colour fixed glazed windows / Ventilators
comprising of uPVC multi chambered frame and
mullion (where ever required) extruded profiles duly
reinforced with 1.60± 0.2 mm thick galvanized mild
steel section made from roll forming process of
required length (shape & size according to uPVC
profile), uPVC extruded glazing beads of appropriate
dimension, EPDM gasket,G.I fasteners 100 x 8 mm
size for fixing frame to finished wall, plastic packers,
plastic caps and necessary stainless steel screws etc.
Profileof frame shall be mitred cut and fusion welded at
all corners, mullion (if required) shall be also fusion
welded including drilling of holes for fixing hardware
and drainage of water etc.
After fixing frame the gap between frame and adjacent

finished wall shall be filled with weather proof silicon
sealant over backer rod of required size and of
approved quality, all complete as per approved
drawing & direction of Engineer-in-Charge inclusive of
cost of Single / double glass panes and silicon sealant.
Note: For uPVC frame, sash and mullion extruded
profiles minus 5%tolerance in dimension i.e. in depth &
width of profile shall be acceptable.Variation in profile
dimension in higher side shall be accepted. But, no
extra payment on this account shall be made.
Fixed windows / Ventilators made of (small series)

frame 47 x 50mm & mullion 47 x 68 mm both having
wall thickness of 1.9 ±0.2 mm and single glazing bead
of appropriate dimension.
i) Ventilators
First Floor : 3.90 1.50 11.40 8.10
Second Floor : 21.60 1.20 5.70 6.30
Third Floor : 27.90 1.20 5.70 8.10

S. No.
Description of Work
Fourth Floor : 45.90 33.30 6.00
Fifth Floor : 30.75
Sixth Floor : 24.30
163.35 3.90 56.10 28.50
98 Supplying and fixing of Fixed Louvered Ventilators

made of pre - painted steel (base steel as per IS 513
of -0.58 mm thick 'D" quality, galvanized as per IS 277
with zinc of 120 GSM) primer coated with epoxy primer
of 5-7 microns thick, finish painted with a polyester
paint of 12-16 microns thick and back coated with 5-7
microns thick alkyd backer, The section for louvered
ventilators should be of of 33 x 56 mm Box section
paneled with 4 mm pinhead glass with Ethyl propylene
Diamine monomer Gasket (EPDM) and the sections
cut to length mitre joined with corner bracket . corner
brackets made of CRCA with Zinc Phosphate. The
frames to be fixed to the concrete /masonry wall by
means of self expanding screws including 10 mm
square guard bars with 6" pitch including cost cost and
First Floor : 4.80 0.30 1.00 15.50 2.40 0.30 3.00 0.30 1.20 1.20 0.30
Second Floor : 22.80 31.20 7.44 17.12 13.80 6.60 5.72 1.20 6.90 6.90 3.60
Third Floor : 22.80 43.20 7.44 17.12 13.80 6.00 5.72 1.20 6.90 6.90 3.60
Fourth Floor : 4.20 43.20 17.12 13.80 6.00 3.72 1.20 6.90 6.90 3.60
Fifth Floor : 4.20 43.20 2.16 13.80 6.00 1.20 6.90 6.90 3.60
Sixth Floor : 4.20 43.20 13.80 6.00 3.60
Seventh Floor :
63.00 204.30 15.88 69.02 71.40 30.90 18.16 5.10 28.80 28.80 18.30
100 Supply and fixing jallies ( cement concrete ) of

50mm thick as per the design approved by the
Engineer-in-Charge including cost and conveyance of
materials to site and labour charges etc., overheads &
First Floor : 7.00 4.00 11.00 6.00 6.00
Second Floor : 7.00 29.00 5.00 18.00 18.00 6.00 2.00 9.00 9.00
S. No.
Description of Work
Third Floor : 7.00 29.00 5.00 18.00 18.00 6.00 2.00 9.00 9.00
Fourth Floor : 7.00 15.00 5.00 18.00 18.00 6.00 2.00 9.00 9.00
Fifth Floor : 15.00 5.00 18.00 18.00 6.00 9.00 9.00
Sixth Floor : 15.00 5.00 18.00 6.00
101 Supply & fixing of Rolling shutter made of 80 x 1.25

mm machine rolled CRCA laths, interlocked together
through their entire length and jointed together at the
ends by end-locks, mounted on specially designed
pipe shaft of 50mm dia nominal bore MS B class pipe
with brackets, plates, guide channels, stoppers, bottom
locking plates and arrangements for inside & outside
locking with push-pull operations including cost of
hood cover and springs complete, painted with one
coat of approved steel primer, locks, ball bearings, all
accessories etc., overheads & contractors profit
complete for finished item of work as per special spn:
1108
102 Supplying and fixing of MS doors, grill to windows,

ventilators / in open court yards using MS angles,
flat, square bars including cost and conveyance of all
materials, cutting, bending, welding, all operational
charges, labour charges, overheads and contractor
profit etc., complete for finished item of work.
First Floor : 3660.00 1365.00 4605.00 1665.00 797.40 285.00 120.00 210.00 1108.80 105.00 165.00 150.00 554.40 554.40 45.00
Second Floor : 8880.00 1365.00 6645.00 2100.00 1746.00 2580.00 495.00 480.00 1096.20 780.00 255.00 225.00 548.10 548.10 465.00
Third Floor : 9075.00 585.00 6720.00 2085.00 1746.00 2685.00 495.00 480.00 1096.20 1035.00 255.00 225.00 548.10 548.10 465.00
Fourth Floor : 10020.00 90.00 4560.00 1230.00 885.00 2685.00 480.00 1096.20 1035.00 255.00 225.00 548.10 548.10 465.00
Fifth Floor : 9285.00 450.00 120.00 885.00 2685.00 480.00 1096.20 1035.00 30.00 225.00 548.10 548.10 465.00
Sixth Floor : 6675.00 885.00 2685.00 60.00 1096.20 1035.00 30.00 465.00
Seventh Floor : 1935.00 180.00 120.00 60.00
49725.00 3405.00 22980.00 7200.00 6944.40 13785.00 1110.00 2190.00 6589.80 5145.00 960.00 1080.00 2746.80 2746.80 2430.00
S. No.
Description of Work
103 Supplying and fixing of two shutter cupboards as
per drawing with medium teak wood frames of size
75mm x 40mm and MDF Board Interior grade both
sides laminated 18mm thick for shutters with 18mm x
12mm teak wood beading alround and supplying and
fixing powder coated MS fixtures 3 Nos. butt hinges of
size 100mm long(for each shutter), tower bolt 2 Nos. of
100mm x 10mm, 2 Nos of handles 125mm long and
standard locking arrangements for shutters including
cost and conveyance of all materials to site, labour
charges, over heads and contractor profit etc.,
First Floor : 174.00 38.00 100.00 62.00 31.00 38.00 4.00 4.00 61.00 28.00 4.00 7.00 31.00 31.00 8.00
Second Floor : 266.00 21.00 159.00 31.00 258.00 964.00 54.00 54.00 172.00 69.00 37.00 37.00 86.00 86.00 148.00
Third Floor : 496.00 21.00 102.00 38.00 258.00 643.00 54.00 54.00 172.00 110.00 37.00 37.00 86.00 86.00 148.00
Fourth Floor : 600.00 377.00 7.00 129.00 643.00 112.00 54.00 172.00 110.00 37.00 37.00 86.00 86.00 148.00
Fifth Floor : 443.00 129.00 643.00 54.00 172.00 110.00 37.00 86.00 86.00 148.00
Sixth Floor : 192.00 129.00 643.00 172.00 110.00 148.00
2192.00 80.00 738.00 138.00 934.00 3574.00 112.00 220.00 921.00 537.00 115.00 155.00 375.00 375.00 748.00
104 Supply and fixing of cement bonded pre-laminated

particle boards aluminum glazed partitions using
10mm cement bonded pre-laminated particle
boards and 5.00 mm thick plain glass to full height.
Using with LAM to a height of 0.91 meter at bottom
panel and remaining height with glass and aluminum
sections anodized to 12 to 15 microns and of sections
of size 37mm x 62mm and 1.5mm thickness with one
meter centre to centre duly fixed with clip beading on
both sides including fixing the frame to pillars by M.S.
flats, bolts and nuts including cost and conveyance of
all materials etc., complete as directed during
execution and overheads & contractors profit etc.,
First Floor : 0.00 221.00
Second Floor : 0.00
Third Floor : 0.00
Fourth Floor : 0.00
Fifth Floor :
0.00 221.00
S. No.
Description of Work
105 Supply and delivery and fixing of encapsulated
plastic steps for man holes manufactured as per
companies standard specification including cost of
materials packing as per companiess standards,
loading, transportation, unloading and stacking at site
of work including labour charges for fixing, overheads
and contractor profit etc., complete for finished item of
work.
106 Supplying & fixing 602 x 602 mm CI man hole

frame and cover (light weight) 30 Kgs including cost
and conveyance and labour charges for fixing,
107 Construction of Granular sub-base by providing

HBG material confirming to Grading - III of MORT & H
Table 400-2 including cost and conveyance of all
material to work site and spreading in uniform layers
with motor grader or by approved means, on prepared
surface mixing by mix place method with Rotavator/
approved means, at OMC and compacting with
vibratory roller to achieve the desired density etc.,
complete for finished item of work as per MoRT& H
specification 401 (4th revision) and as directed by the
Engineer- in - charge (Payment will be made based on
levels for finished item of work)
108 Construction of un-reinforced, dowel jointed at

expansion and construction joint only, plain
cement concrete pavement, thickness as per
design, over a prepared sub base, with cement
content of 400 kgs/cum for M 30 (Grade), coarse and
fine aggregates conforming to IS : 383, using
capacity using approved mix design, laid in approved
fixed side formwork (steel channel, laying and fixing of
125 mictron thick polythene film, wedges, steel plates
including levelling the formwork as per drawing),
spreading the concrete with sholvels, rakes,
compacted using needle, scareed and plate vibrators
and finished in continuous operation including
provision of contraction and expansion, construction
joints, applying debonding strips, primer, sealant,
dowel bars, near approaches to bridge / culvert and
construction joints, admixtures as approved, curing of
concrete slabs for 14- days, curing compound (where
specified) and water finishing to lines and grade as per
drawing and Technical Specification Clause 1501
MORD including cost and conveyance of all
materials , labour charges , overheads and contractors
S. No.
Description of Work
109 Providing, laying Reinforced cement concrete
Hume pipes of 300mm dia. NP-3 class for cross
ducts including cost and conveyance of Pipes etc.,
complete and Labour charges for laying, jointing of
300mm dia. R.C.C Hume pipes in position including
lifting, aligning, lowering and hoisting etc., as per
drawing and as per MoRT&H Specification 2900,
2905 and 2906 (5th revision) and IRC Special
Publication No: 13 and as directed by the Engineer-in-
Charge for finished item of work
Sub Total ::(Civil Works)

ame of the work : Establishment of Government Medical College at Vizianagaram in Vizianagaram District
U OPEN AIR THEATER Z GUEST HOUSE AE 7 LAKH LITERS SUMP AJ STROM WATER DRAINS
V AMBULANCE SHED AA SECURITY ROOM AF 2 LAKH LITERS SUMP AK BOX CULVERT
W KITCHEN & DINNING AB 500 KLD STP AG 1.5 LAKH LITERS SUMP AL SLAB CULVERT
INLET CHAMBER AND

X MEDICAL GAS PLAT ROOM AC 75 KLD STP AH 1.0 LAKH LITERS SUMP AM
COLLECTION SUMP
Y CENTRAL DRUG STORE AD 75 KLD ETP AI CC ROAD AN COMPOUND WALL
ABSTRACT ESTIMATE FOR CIVIL WORK
QUANTITY
P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL
987.00 987.00 153.00 191.00 343.00 28.00 98.00 967.00 135.00 767.00 388.00 60.00 194.00 100.00 100.00 191.00 148.00 117.00 117.00 6091.00 1823.00 1409.00 19.00
1560.00 1560.00 317.00 94.00 261.00 511.00 115.00 854.00 155.00 665.00 230.00 46.00 567.00 440.00 137.00 137.00
494.00 494.00 122.00 153.00 275.00 28.00 49.00 774.00 108.00 384.00 311.00 30.00 332.00 646.00
QUANTITY
57.00 57.00 13.00 13.00 26.00 5.00 7.00 78.00 10.00 63.00 35.00 5.00 58.00 27.00 27.00 118.00 43.00 43.00 43.00 4867.00
103.00 103.00 52.00 41.00 49.00 74.00 28.00 166.00 26.00 138.00 47.00 12.00 337.00 245.00
99.00 99.00 61.00 61.00 65.00 107.00 19.00 57.00 20.00 51.00 22.00 21.00 1049.00 931.00
QUANTITY
163.00 163.00 23.00 20.00 62.00 5.80 9.00 191.00 16.00 117.00 67.00 6.00
5.00 40.00 33.00 73.00 73.00
32.00 32.00 13.00 14.00 18.00 6.00 9.00 37.00 9.00 29.00 13.00 9.00
40.00 40.00 23.00 16.00 21.00 4.00 9.00 54.00 11.00 47.00 17.00 5.00 3.00 1.00 1.00
275.00 164.00 109.00 109.00 109.00 264.00 172.00
4.80 3.30 3.30 3.30
41.00 41.00 21.00 24.00 4.00 8.00 53.00 35.00 17.00 7.00 3.60 2.00 2.00 6.00 1.40 1.40 1.40
QUANTITY
25.00 25.00 16.00 40.00 14.00 11.00
25.00 25.00 2.00 40.00 4.00 11.00
25.00 25.00 3.00
25.00 25.00
25.00 25.00
8.00 8.00
29.00 29.00 15.00 23.00 4.00 42.00 17.00 5.00 6.70 1.00 1.00 18.10 4.90 4.90 4.90
29.00 29.00 23.00 18.00 17.00
29.00 29.00 4.00 7.00 7.00 17.00
29.00 29.00 3.00
29.00 29.00
29.00 29.00
8.00 8.00
556.00 556.00 345.00 360.00 71.00 327.00 73.00 22.00 22.00 77.00 144.00 144.00 144.00
556.00 556.00 360.00 301.00
556.00 556.00 39.00 79.00 51.00 301.00
556.00 556.00 44.00
556.00 556.00
556.00 556.00
126.00 126.00
14.00 14.00 14.00 582.00 15.00 137.00 51.00 51.00 476.00 8.00 8.00
QUANTITY
14.00 14.00 14.00 493.00 15.00
14.00 14.00 21.00 47.00 15.00
14.00 14.00 21.00
14.00 14.00
14.00 14.00
92.00 92.00
4.20 8.00 8.00 8.00 8.00 318.00
444.00
278.00
1627.00
2255.00
1.00 1.00 1.00 1.00 6509.00 1903.00
28.00
28.00 37.00
90.00 90.00
QUANTITY
19.00 19.00 7.00 16.00 24.00 12.00 12.00
3.00 279.00 279.00
535.00 18.00 18.00 338.00 185.00 145.00 112.00
6.00 40.00 15.00
40.00
20.00
30.00
QUANTITY
10.00 45.00 11.00
45.00
351.00
23.00
190.00
460.00
1343.00 264.00
1363.00
QUANTITY
491.00
QUANTITY
1.00 1.00 3.00 3.00 1.00 1.00 1.00 7.00 2.00 2.00 2.00 2.00
4.00 4.00 3.00 3.00 5.00 2.00
4.00 4.00 1.00 1.00 0.20 2.00
4.00 4.00 0.20
4.00 4.00
4.00 4.00
1.00 1.00
QUANTITY
26.00 25.00 22.00 11.00 4.00 54.00 34.00 15.00 16.00
29.00 29.00 33.00 108.00 62.00 18.00
29.00 29.00 2.00 4.00 18.00
29.00 29.00 3.00
29.00 29.00
29.00 29.00
3.00 3.00
QUANTITY
26.00 26.00 105.00 101.00 64.00 103.00 43.00 138.00 72.00 179.00 53.00 22.00 8.00 10.00 10.00 16.00 11.00 9.00 5.00
139.00 139.00 68.00 15.00 146.00 148.00 58.00
139.00 139.00 33.00 52.00 76.00 58.00
139.00 139.00 26.00
139.00 139.00
139.00 139.00
69.00 69.00
14.00 14.00 484.00 57.00 62.00 6.00 49.00 608.00 101.00 20.00 261.00 34.00
756.00 756.00 251.00 69.00 29.00 247.00
756.00 756.00 247.00
756.00 756.00
756.00 756.00
756.00 756.00
QUANTITY
1.00 1.00 3.00 3.00 1.00 1.00 1.00 17.00 2.00 2.00 2.00 2.00 1.00 1.00 229.00
2.00 2.00 2.00 6.00 3.00 2.00
2.00 2.00 1.00 1.00 1.00 2.00
2.00 2.00 0.10
2.00 2.00
2.00 2.00
1.00 1.00
1.00 1.00 1.00 1.00 1.00 2.00 1.00 36.00 1.00 1.00
1.00 1.00 1.00 2.00 1.00
1.00 1.00 1.00
1.00 1.00
QUANTITY
1.00 1.00
1.00 1.00
0.10 0.10 1.00 1.00 0.20 2.00 1.00 1.00 0.50 0.20
2.00 2.00 1.00 4.00 2.00 1.00
2.00 2.00 0.10 1.00
2.00 2.00
2.00 2.00
2.00 2.00
QUANTITY
12.00 12.00 19.00 1.00 99.00 4.00 20.00 11.00 13.00
61.00 61.00 22.00 18.00 6.00 16.00
61.00 61.00 16.00
61.00 61.00
61.00 61.00
61.00 61.00
25.00 20.00 5.00 6.00 5.00 20.00 20.00 9.00
98.00 98.00 43.00 6.00 5.00 23.00
98.00 98.00 23.00
98.00 98.00
98.00 98.00
98.00 98.00
4907.00
QUANTITY
2365.00
1581.00
6509.00
QUANTITY
48.10 47.30 95.18 18.00 25.60 4.70 8.90 70.10 13.60 63.80 23.70 4.80 64.40 18.40 18.40 32.44 17.17 15.95 14.86 124.60 72.90 5.00
19.90 19.90 12.70 38.30 13.70 10.30
19.90 19.90 2.50 13.70 3.00 10.30
19.90 19.90 2.40
19.90 19.90
19.90 19.90
7.80 7.80
1.07 0.30 0.10 0.01 0.10 1.25 0.20 0.07 0.50 0.10 0.10
2.27 2.27 0.51 0.17 0.06 0.49
2.27 2.27 0.49

QUANTITY
2.27 2.27
2.27 2.27
2.27 2.27
685.00 685.00 443.00 586.00 399.00 55.00 200.00 1263.00 211.00 976.00 388.00 57.00 45.00 20.00 20.00 60.00 36.00 36.00 36.00
487.00 487.00 327.00 834.00 398.00 256.00
487.00 487.00 35.00 83.00 51.00 256.00
487.00 487.00 44.00
487.00 487.00
487.00 487.00
96.00 96.00
399.00 399.00 47.00 962.00 748.00 201.00 336.00 1894.00 725.00 1441.00 732.00 69.00 78.00 51.00 51.00 86.00 64.00 54.00 46.00
1571.00 1571.00 864.00 713.00 846.00 942.00
1571.00 1571.00 43.00 156.00 124.00 942.00
1571.00 1571.00 48.00

QUANTITY
1571.00 1571.00
1571.00 1571.00
72.00 72.00
403.00 295.00 292.00 513.00 213.00 685.00 356.00 664.00 185.00 161.00 25.00 159.00 159.00 98.00 69.00 58.00 38.00 2689.00
280.00 181.00 444.00 564.00 191.00
285.00 500.00 476.00 191.00
241.00
714.00 714.00
82.00 42.00 57.00 175.00 104.00 143.00 44.00 171.00 43.00 38.00 33.00 33.00 33.00
QUANTITY
460.00 345.00 71.00 186.00 264.00 136.00 27.00 73.00
360.00 1343.00 1051.00
315.00
570.00 570.00
805.00 241.00 241.00 908.00 429.00 386.00 386.00

QUANTITY
42.00 82.00
48.00
182.00 182.00
QUANTITY
73.00 73.00 49.00 53.00
73.00 73.00 53.00
73.00 73.00
73.00 73.00
73.00 73.00
365.00 365.00 49.00 106.00
4.00 10.00 11.00 7.00 6.00 6.00
7.00 7.00 4.00 10.00 1.00
7.00 7.00
7.00 7.00
QUANTITY
7.00 7.00
7.00 7.00
3.00 3.00 23.00 33.00 7.00 6.00 64.00 6.00 35.00 8.00
44.00 44.00 34.00 30.00 8.00 34.00
44.00 44.00 34.00
44.00 44.00
44.00 44.00
44.00 44.00
QUANTITY
21.00 21.00 400.00 293.00 350.00 48.00 42.00 1105.00 22.00 883.00 263.00 50.00
429.00 429.00 280.00 790.00 369.00 208.00
429.00 429.00 208.00
429.00 429.00
429.00 429.00
429.00 429.00
QUANTITY
5.00 5.00 27.00 19.00 94.00 72.00 82.00 12.00
5.00 5.00 5.00 14.00 33.00 6.00
5.00 5.00 6.00
5.00 5.00
5.00 5.00
5.00 5.00
5.00 3.00 18.00 1.00 86.00 2.00 4.00 2.00 9.00
17.00 17.00 3.00 10.00 3.00 5.00

QUANTITY
17.00 17.00 5.00
17.00 17.00
17.00 17.00
17.00 17.00
1.00 1.00 1.00 2.00 44.00 6.00 3.00 4.00 2.00
8.00 8.00 8.00 32.00 14.00 5.00
8.00 8.00 1.00 5.00
8.00 8.00
8.00 8.00
8.00 8.00
5.00 5.00 514.00 126.00 173.00 8.00

QUANTITY
656.00 656.00 399.00 32.00 27.00 11.00 149.00 10.00 18.00 18.00 12755.00
QUANTITY
13.00 13.00 2.00 2.00 10.00 17.00 2.00 32.00 7.00 29.00 22.00 6.00
9.00 9.00 9.00 32.00 12.00 9.00
9.00 9.00 9.00
9.00 9.00
9.00 9.00
9.00 9.00
8.00 8.00 1.00 1.00 6.00 10.00 1.00 9.00 5.00 17.00 15.00 5.00
5.00 5.00 5.00 9.00 6.00 5.00
5.00 5.00 5.00
5.00 5.00
5.00 5.00
5.00 5.00
QUANTITY
31.00 31.00 246.00 250.00 187.00 56.00 29.00 246.00 27.00 390.00 167.00 68.00
339.00 339.00 194.00 192.00 226.00 183.00
339.00 339.00 183.00
339.00 339.00
339.00 339.00
339.00 339.00
QUANTITY
12.00 12.00 10.00 32.00 13.00
13.00 13.00 10.00 28.00 13.00
13.00 13.00 13.00
13.00 13.00
13.00 13.00
13.00 13.00
3.00 3.00 26.00 53.00
3.00 3.00 5.00
3.00 3.00
3.00 3.00
3.00 3.00
3.00 3.00
113.00 113.00
QUANTITY
392.00 392.00
392.00 392.00
392.00 392.00
392.00 392.00
392.00 392.00
404.00 404.00
QUANTITY
13.00 13.00 188.00 159.00 28.00 18.00 209.00 26.00 114.00 38.00
178.00 178.00 130.00 106.00 37.00 120.00
178.00 178.00 120.00
178.00 178.00
178.00 178.00
178.00 178.00
374.00 89.00
100.00 374.00 74.00
74.00
QUANTITY
110.00 110.00 47.00 72.00 186.00 72.00 63.00
13.20 13.20 12.00 11.00
13.20 13.20 11.00
13.20 13.20
13.20 13.20
13.20 13.20
QUANTITY
16.00 16.00 30.00 31.00 7.30 3.00 17.00 24.00 50.00 29.00 29.00 7.10 7.10 7.10 7.10
70.00 70.00 7.00 7.00 18.00
70.00 70.00 18.00
70.00 70.00
70.00 70.00
70.00 70.00
366.00 366.00 30.00 38.00 7.30 3.00 24.00 60.00 50.00 29.00 29.00 7.10 7.10 7.10 7.10
12.00 12.00 12.00 18.00 13.00
12.00 12.00 10.00 25.00 13.00
12.00 12.00 13.00
12.00 12.00
12.00 12.00
QUANTITY
12.00 12.00
72.00 72.00 22.00 43.00 39.00
184.00 184.00 90.00 14.00 114.00 7.00 15.00 146.00 25.00 171.00 57.00 14.00 3.00 3.00
QUANTITY
QUANTITY
QUANTITY
QUANTITY
28.00 178.00
QUANTITY
248.00 248.00 154.00
248.00 248.00 154.00
248.00 248.00
248.00 248.00
248.00 248.00
1240.00 1240.00 28.00 486.00

QUANTITY
685.00 685.00 443.00 586.00 399.00 55.00 200.00 1263.00 211.00 976.00 388.00 17.00 103.00 230.00 230.00 60.00 36.00 36.00 36.00
487.00 487.00 327.00 834.00 398.00 256.00
487.00 487.00 35.00 83.00 51.00 256.00
487.00 487.00 44.00
487.00 487.00 944.00
487.00 487.00
96.00 96.00
3216.00 3216.00 443.00 586.00 761.00 55.00 200.00 2180.00 211.00 1425.00 944.00 17.00 103.00 230.00 230.00 60.00 36.00 36.00 36.00
47.00 1894.00 732.00
1571.00 1571.00 748.00 713.00 942.00
1571.00 1571.00 864.00 942.00
1571.00 1571.00
1571.00 1571.00 48.00
1571.00 1571.00 61.00
7855.00 7855.00 47.00 1612.00 2607.00 2616.00

QUANTITY
73.00 54.00 172.00 89.00 166.00 47.00 41.00
70.00 111.00 141.00 48.00
72.00 125.00 119.00 48.00
61.00
215.00 54.00 408.00 89.00 426.00 204.00 41.00
399.00 399.00 47.00 963.00 748.00 201.00 336.00 1894.00 725.00 1441.00 732.00 69.00 86.00 64.00 54.00 46.00 9145.00
1571.00 1571.00 864.00 713.00 846.00 942.00
1571.00 1571.00 43.00 156.00 124.00 942.00
1571.00 1571.00 48.00
1571.00 1571.00 18.00
1571.00 1571.00 16.00
72.00 72.00
8326.00 8326.00 47.00 963.00 1655.00 201.00 336.00 2763.00 725.00 2411.00 2664.00 69.00 86.00 64.00 54.00 46.00 9145.00
QUANTITY
0.00 0.00 403.00 337.00 349.00 513.00 317.00 828.00 400.00 835.00 228.00 174.00 98.00 69.00 58.00 38.00
0.00 0.00 280.00 181.00 444.00 564.00 191.00
0.00 0.00 285.00 500.00 476.00 191.00
0.00 0.00 241.00
0.00 0.00 76.00
0.00 0.00
0.00 0.00
0.00 0.00 403.00 337.00 914.00 694.00 317.00 1772.00 400.00 1875.00 851.00 174.00 98.00 69.00 58.00 38.00
QUANTITY
5.00 5.00 110.00 84.00 28.00 5.00 33.00 24.00 52.00 18.00 4.00 3.00 3.00 3.00
53.00 53.00 14.00 12.00 16.00
53.00 53.00 4.00 3.00 2.00 16.00
53.00 53.00 2.00
53.00 53.00
53.00 53.00
3.00 3.00
273.00 273.00 110.00 84.00 4.00 28.00 5.00 50.00 24.00 66.00 52.00 4.00 3.00 3.00 3.00
3.00 3.00 226.00 7.00 140.00 23.00 103.00 22.00 27.00 5.00 29.00 29.00 16.00 16.00 16.00 16.00
41.00 41.00 38.00 266.00 63.00 26.00
41.00 41.00 4.00 4.00 26.00
41.00 41.00 2.00
41.00 41.00
41.00 41.00
4.00 4.00
212.00 212.00 268.00 7.00 410.00 23.00 166.00 76.00 27.00 5.00 29.00 29.00 16.00 16.00 16.00 16.00
QUANTITY
5.00 9.00
QUANTITY
QUANTITY
5.20
5.20
QUANTITY
4.68
4.68
QUANTITY
11.70
11.70
QUANTITY
QUANTITY
10.40
10.40
QUANTITY
QUANTITY
12.60
12.60
QUANTITY
3.78 3.78
15.12
3.78 15.12 3.78
15.75 3.78 6.30
15.75 3.78 6.30

QUANTITY
7.56 22.68
15.12 15.12 5.04 15.12
15.12 15.12
15.12 15.12
15.12 15.12
15.12 15.12
75.60 75.60 12.60 37.80

QUANTITY
QUANTITY
5.00 5.00 23.10 14.70 2.10 12.60 2.10 0.00 6.30 2.10 2.10 2.10 2.10
25.20 25.20 0.00
25.20 25.20 4.20
25.20 25.20
25.20 25.20
25.20 25.20
131.00 131.00 23.10 14.70 6.30 12.60 2.10 0.00 6.30 2.10 2.10 2.10 2.10
QUANTITY
0.00 13.23
11.34 11.34 0.00 20.79
11.34 11.34 3.78 1.89 20.79
11.34 11.34
11.34 11.34
11.34 11.34
56.70 56.70 3.78 1.89 54.81

QUANTITY
QUANTITY
18.90 18.90
18.90 18.90
18.90 18.90
18.90 18.90
18.90 18.90
94.50 94.50
5.00 5.00 30.00 8.00 10.00 5.00 34.65 10.00 30.00 5.00
60.00 60.00 50.00 29.70 15.00 35.00
60.00 60.00 35.00
60.00 60.00
60.00 60.00
QUANTITY
60.00 60.00
305.00 305.00 30.00 8.00 50.00 10.00 5.00 64.35 10.00 15.00 100.00 5.00
1.68 1.68 10.08 1.68 3.15 1.60 11.03 6.30 5.04 10.08 1.58
20.16 20.16 67.20 9.45 11.76
20.16 20.16 11.76
20.16 20.16
20.16 20.16
20.16 20.16
102.48 102.48 10.08 1.68 67.20 3.15 1.60 20.48 6.30 5.04 33.60 1.58
QUANTITY
QUANTITY
9.60 14.52 1.56 1.56 1.44 1.44 1.44 1.44
50.52
9.60 65.04 1.56 1.56 1.44 1.44 1.44 1.44

QUANTITY
48.06 19.50
23.40
23.40
1.56
48.06 67.86
QUANTITY
1.95 1.95 25.20 19.50 3.90 122.46 4.68 4.68
37.05 37.05 35.10 182.52
37.05 37.05 3.12 3.90
37.05 37.05
37.05 37.05
37.05 37.05
3.12 3.12
190.32 190.32 25.20 57.72 3.90 308.88 4.68 4.68
1.80 2.10
2.10
2.10
QUANTITY
1.80 6.30
1.00 1.00 2.52 0.60 2.20 17.28 28.00 0.30
4.32 4.32 2.40 19.44 11.88
4.32 4.32
4.32 4.32
4.32 4.32
4.32 4.32
22.60 22.60 2.52 2.40 0.60 2.20 36.72 28.00 11.88 0.30
QUANTITY
7.50 28.80 4.20 4.20 4.20 4.60 4.60 4.60 4.60
45.00 45.00 420.00 300.00 105.00 2100.00 240.00 330.00 405.00 675.00 675.00
615.00 615.00 570.00 3990.00 945.00 390.00
615.00 615.00 60.00 60.00 390.00
615.00 615.00 30.00
615.00 615.00
615.00 615.00
60.00 60.00
3180.00 3180.00 420.00 930.00 105.00 6150.00 1185.00 1140.00 405.00 675.00 675.00
QUANTITY
32.00 60.00 5.00 23.00 31.00 14.00
114.00 114.00 67.00 26.00 8.00 36.00
114.00 114.00 36.00
114.00 114.00
114.00 114.00
114.00 114.00
570.00 570.00 32.00 67.00 86.00 5.00 31.00 103.00 14.00

QUANTITY
30.00 30.00
2.00 2.00
7301.00
7301.00
QUANTITY
300.00
TOTAL Unit Unit Rate Amount
AM AN QUANTITY (in (Rs.)
word
240.00 915.00 55562.00 CUM 1 ONE CUM 107.00 5945134
s)
29386.00 CUM 1 ONE CUM 268.00 7875448
1523.00 1072.00 31003.00 CUM 1 ONE CUM 33.00 1023099
4721.00 CUM 1 ONE CUM 92.00 434332

QUANTITY (in (Rs.)
24.00 8333.00 CUM word
1 ONE CUM 2557.00 21307481
s)
214.00 5398.00 CUM 1 ONE CUM 2421.00 13068558
771.00 5140.00 CUM 1 ONE CUM 3050.00 15677000

QUANTITY (in (Rs.)
word
s)
108.00 9119.80 CUM 1 ONE CUM 6413.00 58485277
3922.00 CUM 1 ONE CUM 5763.00 22602486
47.00 1074.60 CUM 1 ONE CUM 6967.00 7486738
113.00 1823.00 CUM 1 ONE CUM 7052.00 12855796
44.00 1246.00 CUM 1 ONE CUM 5763.00 7180698
14.70 CUM 1 ONE CUM 5226.00 76822
88.00 1378.80 CUM 1 ONE CUM 9782.00 13487422

QUANTITY (in (Rs.)
616.00 CUM word CUM 10022.00
1 ONE 6173552
s)
592.00 CUM 1 ONE CUM 10261.00 6074512
459.00 CUM 1 ONE CUM 10501.00 4819959
447.00 CUM 1 ONE CUM 10741.00 4801227
304.00 CUM 1 ONE CUM 10981.00 3338224
85.00 CUM 1 ONE CUM 11219.00 953615
7.00 CUM 1 ONE CUM 11459.00 80213
2.80 743.30 CUM 1 ONE CUM 7972.00 5925588
681.00 CUM 1 ONE CUM 8172.00 5565132
660.00 CUM 1 ONE CUM 8374.00 5526840
523.00 CUM 1 ONE CUM 8575.00 4484725
550.00 CUM 1 ONE CUM 8775.00 4826250
342.00 CUM 1 ONE CUM 8977.00 3070134
72.00 CUM 1 ONE CUM 9177.00 660744
5.00 CUM 1 ONE CUM 9378.00 46890
7680.00 SQM 1 ONE SQM 955.00 7334400
6677.00 SQM 1 ONE SQM 978.00 6530106
6485.00 SQM 1 ONE SQM 1000.00 6485000
5468.00 SQM 1 ONE SQM 1023.00 5593764
5624.00 SQM 1 ONE SQM 1046.00 5882704
3874.00 CUM 1 ONE CUM 1069.00 4141306
1155.00 CUM 1 ONE CUM 1091.00 1260105
74.00 CUM 1 ONE CUM 1114.00 82436
256.00 8802.00 SQM 1 ONE SQM 1064.00 9365328

QUANTITY (in (Rs.)
7783.00 SQM word
1 ONE SQM 1087.00 8460121
s)
7399.00 SQM 1 ONE SQM 1109.00 8205491
5250.10 SQM 1 ONE SQM 1132.00 5943108
4596.00 SQM 1 ONE SQM 1155.00 5308380
3599.00 SQM 1 ONE SQM 1179.00 4243221
817.00 SQM 1 ONE SQM 1200.00 980400
29.00 SQM 1 ONE SQM 1224.00 35496
396.20 SQM 1 ONE SQM 1186.00 469893
42.00 SQM 1 ONE SQM 1209.00 50778
42.00 SQM 1 ONE SQM 1232.00 51744
444.00 SQM 1 ONE SQM 1208.00 536352
278.00 SQM 1 ONE SQM 1514.00 420892
0.00 SQM 1 ONE SQM 1608.00 0
1627.00 SQM 1 ONE SQM 1848.00 3006696
2255.00 SQM 1 ONE SQM 2026.00 4568630
8416.00 SQM 1 ONE SQM 2204.00 18548864
28.00 SQM 1 ONE SQM 2204.00 61712
65.00 SQM 1 ONE SQM 2204.00 143260
142.00 SQM 1 ONE SQM 2204.00 312968
247.00 SQM 1 ONE SQM 2204.00 544388
156.00 SQM 1 ONE SQM 2204.00 343824
555.00 SQM 1 ONE SQM 2204.00 1223220
26.00 SQM 1 ONE SQM 2204.00 57304
168.00 168.00 SQM 1 ONE SQM 2559.00 429912

936.00 SQM
QUANTITY (in SQM
1 ONE 2559.00 (Rs.)
2395224
word
360.00 360.00 SQM s) SQM
1 ONE 2773.00 998280
561.00 SQM 1 ONE SQM 6474.00 3631914
1351.00 SQM 1 ONE SQM 3983.00 5381033
2047.00 CUM 1 ONE CUM 11195.00 22916165
1604.00 CUM 1 ONE CUM 11556.00 18535824
1564.00 CUM 1 ONE CUM 11917.00 18638188
1384.00 CUM 1 ONE CUM 12276.00 16989984
1167.00 CUM 1 ONE CUM 12637.00 14747379
661.00 CUM 1 ONE CUM 12998.00 8591678
230.00 CUM 1 ONE CUM 13359.00 3072570
20.00 CUM 1 ONE CUM 11777.00 235540
39.00 CUM 1 ONE CUM 13458.00 524862
39.00 CUM 1 ONE CUM 13974.00 544986
119.00 CUM 1 ONE CUM 14107.00 1678733

31.00 CUM
QUANTITY (in CUM 14726.00
1 ONE (Rs.)
456506
word
s)
1445.00 CUM 1 ONE CUM 10169.00 14694205
1221.00 CUM 1 ONE CUM 10472.00 12786312
1162.00 CUM 1 ONE CUM 10775.00 12520550
922.00 CUM 1 ONE CUM 11078.00 10213916
758.00 CUM 1 ONE CUM 11380.00 8626040
400.00 CUM 1 ONE CUM 11684.00 4673600
176.00 CUM 1 ONE CUM 11986.00 2109536
351.00 CUM 1 ONE CUM 10997.00 3859947
167.00 CUM 1 ONE CUM 13083.00 2184861
167.00 CUM 1 ONE CUM 13517.00 2257339
70.00 CUM 1 ONE CUM 14305.00 1001350
28.00 CUM 1 ONE CUM 14823.00 415044
1907.00 SQM 1 ONE SQM 1202.00 2292214
1717.00 SQM 1 ONE SQM 1237.00 2123929
1717.00 SQM 1 ONE SQM 1271.00 2182307
1589.00 SQM 1 ONE SQM 1306.00 2075234
1041.00 SQM 1 ONE SQM 1339.00 1393899
1095.00 SQM 1 ONE SQM 1374.00 1504530
67.00 SQM 1 ONE SQM 1407.00 94269
1279.00 SQM 1 ONE SQM 1296.00 1657584
18977.00 SQM 1 ONE SQM 1312.00 24897824
15868.00 SQM 1 ONE SQM 1347.00 21374196

QUANTITY (in (Rs.)
14402.00 SQM word
1 ONE SQM 1380.00 19874760
s)
12823.00 SQM 1 ONE SQM 1415.00 18144545
9630.00 SQM 1 ONE SQM 1448.00 13944240
2894.00 SQM 1 ONE SQM 1483.00 4291802
1480.00 SQM 1 ONE SQM 1517.00 2245160
1123.00 SQM 1 ONE SQM 1642.00 1843966
1207.00 SQM 1 ONE SQM 1690.00 2039830
1335.00 CUM 1 ONE CUM 1779.00 2374965
346.00 CUM 1 ONE CUM 1839.00 636294
707.00 SQM 1 ONE SQM 1441.00 1018787
782.00 SQM 1 ONE SQM 1476.00 1154232
782.00 SQM 1 ONE SQM 1511.00 1181602
615.00 SQM 1 ONE SQM 1548.00 952020
371.00 SQM 1 ONE SQM 1583.00 587293
324.00 SQM 1 ONE SQM 1618.00 524232
146.00 SQM 1 ONE SQM 1653.00 241338
0.00 SQM 1 ONE SQM 1712.00 0
365.00 SQM 1 ONE SQM 1777.00 648605
1551.00 SQM 1 ONE SQM 1839.00 2852289
1050.00 SQM 1 ONE SQM 1904.00 1999200

QUANTITY (in (Rs.)
word
s)
99.00 CUM 1 ONE CUM 11076.00 1096524
155.00 CUM 1 ONE CUM 12329.00 1910995
142.20 CUM 1 ONE CUM 12608.00 1792858
117.20 CUM 1 ONE CUM 12887.00 1510356
98.00 CUM 1 ONE CUM 13166.00 1290268
72.00 CUM 1 ONE CUM 13446.00 968112
16.00 CUM 1 ONE CUM 13725.00 219600
1.00 CUM 1 ONE CUM 14003.00 14003

QUANTITY (in (Rs.)
word
s)
1150.00 RM 1 ONE RM 472.00 542800
1541.00 RM 1 ONE RM 495.00 762795
1318.00 RM 1 ONE RM 512.00 674816
1222.00 RM 1 ONE RM 529.00 646438
889.00 RM 1 ONE RM 545.00 484505
665.00 RM 1 ONE RM 562.00 373730
148.00 RM 1 ONE RM 578.00 85544
3.00 RM 1 ONE RM 594.00 1782
37.00 CUM 1 ONE CUM 6271.00 232027
178.00 CUM 1 ONE CUM 6584.00 1171952
31.00 CUM 1 ONE CUM 6896.00 213776

QUANTITY (in (Rs.)
word
s)
48.00 777.00 4999.00 CUM 1 ONE CUM 5665.00 28319335
5919.00 CUM 1 ONE CUM 6048.00 35798112
5549.00 CUM 1 ONE CUM 6430.00 35680070
4600.00 CUM 1 ONE CUM 6813.00 31339800
3701.00 CUM 1 ONE CUM 7195.00 26628695
2223.00 CUM 1 ONE CUM 7578.00 16845894
1307.00 CUM 1 ONE CUM 7961.00 10405027
127.00 CUM 1 ONE CUM 8343.00 1059561
8804.00 SQM 1 ONE SQM 732.00 6444528
14908.00 SQM 1 ONE SQM 804.00 11986032
15163.00 SQM 1 ONE SQM 877.00 13297951
13430.00 SQM 1 ONE SQM 949.00 12745070
8954.00 SQM 1 ONE SQM 1022.00 9150988
6568.00 SQM 1 ONE SQM 1095.00 7191960

QUANTITY (in (Rs.)
688.00 SQM word
1 ONE SQM 1167.00 802896
s)
327.50 CUM 1 ONE CUM 3796.00 1243190
129.00 CUM 1 ONE CUM 3843.00 495747
135.00 CUM 1 ONE CUM 3889.00 525015
98.10 CUM 1 ONE CUM 3936.00 386122
81.00 CUM 1 ONE CUM 3982.00 322542
64.00 CUM 1 ONE CUM 4029.00 257856
13.00 CUM 1 ONE CUM 4075.00 52975
1.00 CUM 1 ONE CUM 4122.00 4122
86.00 CUM 1 ONE CUM 4265.00 366790
49.00 CUM 1 ONE CUM 4311.00 211239
43.00 CUM 1 ONE CUM 4358.00 187394
38.00 CUM 1 ONE CUM 4404.00 167352

QUANTITY (in (Rs.)
27.00 CUM word
1 ONE CUM 4451.00 120177
s)
23.00 CUM 1 ONE CUM 4497.00 103431
7.00 CUM 1 ONE CUM 4544.00 31808
42.20 CUM 1 ONE CUM 4565.00 192643
52.00 CUM 1 ONE CUM 4611.00 239772
53.10 CUM 1 ONE CUM 4658.00 247340
36.00 CUM 1 ONE CUM 4704.00 169344
27.00 CUM 1 ONE CUM 4751.00 128277
22.00 CUM 1 ONE CUM 4797.00 105534
2.00 CUM 1 ONE CUM 4844.00 9688

QUANTITY (in (Rs.)
532.00 SQM word
1 ONE SQM 405.00 215460
s)
970.00 SQM 1 ONE SQM 417.00 404490
1123.00 SQM 1 ONE SQM 427.00 479521
1122.00 SQM 1 ONE SQM 439.00 492558
859.00 SQM 1 ONE SQM 451.00 387409
646.00 SQM 1 ONE SQM 462.00 298452
22.00 SQM 1 ONE SQM 473.00 10406
495.00 SQM 1 ONE SQM 202.00 99990
1454.00 SQM 1 ONE SQM 208.00 302432
1836.00 SQM 1 ONE SQM 214.00 392904
1916.00 SQM 1 ONE SQM 220.00 421520
1528.00 SQM 1 ONE SQM 225.00 343800
1235.00 SQM 1 ONE SQM 231.00 285285
14.00 SQM 1 ONE SQM 237.00 3318
4907.00 RM 1 ONE RM 460.00 2257220

QUANTITY (in (Rs.)
word
s)
2365.00 SQM 1 ONE SQM 629.00 1487585
1581.00 SQM 1 ONE SQM 735.00 1162035
6509.00 SQM 1 ONE SQM 842.00 5480578
132.00 CUM 1 ONE CUM 11414.00 1506648
92.00 CUM 1 ONE CUM 11761.00 1082012
48.00 CUM 1 ONE CUM 12109.00 581232

QUANTITY (in (Rs.)
word
s)
26.88 40.70 3973.78 MT 1 ONE MT 63295.00 251520405
1447.90 MT 1 ONE MT 64695.00 93671891
1368.60 MT 1 ONE MT 66095.00 90457617
1150.60 MT 1 ONE MT 67495.00 77659747
1026.90 MT 1 ONE MT 68896.00 70749302
617.20 MT 1 ONE MT 70296.00 43386691
227.30 MT 1 ONE MT 71696.00 16296501
16.40 MT 1 ONE MT 73096.00 1198774
18.22 MT 1 ONE MT 59716.00 1088026
31.74 MT 1 ONE MT 61116.00 1939822
32.17 MT 1 ONE MT 62516.00 2011140

28.59 MT
QUANTITY (in MT
1 ONE 63917.00 (Rs.)
1827387
word
19.63 MT s) MT
1 ONE 65317.00 1282173
14.89 MT 1 ONE MT 66717.00 993416
1.47 MT 1 ONE MT 68117.00 100132
136.00 25333.00 SQM 1 ONE SQM 340.00 8613220
27281.00 SQM 1 ONE SQM 377.00 10284937
26332.00 SQM 1 ONE SQM 414.00 10901448
21128.00 SQM 1 ONE SQM 451.00 9528728
16745.00 SQM 1 ONE SQM 489.00 8188305
11172.00 SQM 1 ONE SQM 526.00 5876472
2685.00 SQM 1 ONE SQM 563.00 1511655
62.00 SQM 1 ONE SQM 600.00 37200
228.00 41808.00 SQM 1 ONE SQM 439.00 18353712
57082.00 SQM 1 ONE SQM 482.00 27513524
56387.00 SQM 1 ONE SQM 526.00 29659562
48111.00 SQM 1 ONE SQM 570.00 27423270

41475.00 SQM
QUANTITY (in SQM
1 ONE 614.00 (Rs.)
25465650
word
26528.00 SQM s) SQM
1 ONE 658.00 17455424
5605.00 SQM 1 ONE SQM 702.00 3934710
114.00 SQM 1 ONE SQM 746.00 85044
224.00 9488.00 16774.00 SQM 1 ONE SQM 439.00 7363786
1660.00 SQM 1 ONE SQM 482.00 800120
1452.00 SQM 1 ONE SQM 526.00 763752
1077.00 SQM 1 ONE SQM 570.00 613890
3202.00 SQM 1 ONE SQM 614.00 1966028
913.00 SQM 1 ONE SQM 658.00 600754
5683.00 SQM 1 ONE SQM 702.00 3989466
1319.00 SQM 1 ONE SQM 746.00 983974
1549.00 SQM 1 ONE SQM 315.00 487935

QUANTITY (in (Rs.)
word
s)
2450.00 SQM 1 ONE SQM 495.00 1212750
2754.00 SQM 1 ONE SQM 533.00 1467882
5910.00 SQM 1 ONE SQM 572.00 3380520
6057.00 SQM 1 ONE SQM 611.00 3700827
3657.00 SQM 1 ONE SQM 649.00 2373393
10964.00 SQM 1 ONE SQM 688.00 7543232
2148.00 SQM 1 ONE SQM 727.00 1561596
752.00 4148.00 SQM 1 ONE SQM 331.00 1372988

124.00 SQM
QUANTITY (in SQM
1 ONE 387.00 (Rs.)47988
word
171.00 SQM s) SQM
1 ONE 415.00 70965
472.00 SQM 1 ONE SQM 443.00 209096
236.00 SQM 1 ONE SQM 471.00 111156
929.00 SQM 1 ONE SQM 499.00 463571
47.00 SQM 1 ONE SQM 527.00 24769

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
SQM
8490.00 SQM 1 ONE SQM 540.00 4584600
140.00 SQM 1 ONE SQM 1629.00 228060
163.00 SQM 1 ONE SQM 1765.00 287695
142.00 SQM 1 ONE SQM 1900.00 269800
96.00 SQM 1 ONE SQM 2036.00 195456

QUANTITY (in (Rs.)
86.00 SQM word
1 ONE SQM 2172.00 186792
s)
107.00 SQM 1 ONE SQM 2308.00 246956
46.00 SQM 1 ONE SQM 2444.00 112424
861.00 SQM 1 ONE SQM 922.00 793842
1954.00 SQM 1 ONE SQM 965.00 1885610
1925.00 SQM 1 ONE SQM 1008.00 1940400
1539.00 SQM 1 ONE SQM 1051.00 1617489
1307.00 SQM 1 ONE SQM 1094.00 1429858
828.00 SQM 1 ONE SQM 1138.00 942264
111.00 SQM 1 ONE SQM 1181.00 131091

QUANTITY (in (Rs.)
word
s)
12096.00 SQM 1 ONE SQM 1226.00 14829696
17764.00 SQM 1 ONE SQM 1269.00 22542516
17590.00 SQM 1 ONE SQM 1312.00 23078080
13510.00 SQM 1 ONE SQM 1355.00 18306050
11101.00 SQM 1 ONE SQM 1398.00 15519198
7115.00 SQM 1 ONE SQM 1442.00 10259830
594.00 SQM 1 ONE SQM 1485.00 882090

QUANTITY (in (Rs.)
word
s)
5692.00 SQM 1 ONE SQM 3690.00 21003480
6175.00 SQM 1 ONE SQM 3770.00 23279750
5607.00 SQM 1 ONE SQM 3849.00 21581343
4933.00 SQM 1 ONE SQM 3929.00 19381757
2945.00 SQM 1 ONE SQM 4008.00 11803560
2148.00 SQM 1 ONE SQM 4088.00 8781024
647.00 SQM 1 ONE SQM 4167.00 2696049
303.00 SQM 1 ONE SQM 3959.00 1199577
322.00 SQM 1 ONE SQM 4039.00 1300558

QUANTITY (in (Rs.)
364.00 SQM word
1 ONE SQM 4118.00 1498952
s)
329.00 SQM 1 ONE SQM 4198.00 1381142
238.00 SQM 1 ONE SQM 4277.00 1017926
174.00 SQM 1 ONE SQM 4357.00 758118
16.00 SQM 1 ONE SQM 4436.00 70976
295.00 SQM 1 ONE SQM 5072.00 1496240
342.00 SQM 1 ONE SQM 5152.00 1761984
331.00 SQM 1 ONE SQM 5231.00 1731461
289.00 SQM 1 ONE SQM 5311.00 1534879
215.00 SQM 1 ONE SQM 5390.00 1158850
172.00 SQM 1 ONE SQM 5470.00 940840
16.00 SQM 1 ONE SQM 5549.00 88784
1020.00 SQM 1 ONE SQM 368.00 375360
341.00 SQM 1 ONE SQM 396.00 135036

QUANTITY (in (Rs.)
word
s)
29899.00 SQM 1 ONE SQM 815.00 24367685
189.00 SQM 1 ONE SQM 859.00 162351
189.00 SQM 1 ONE SQM 902.00 170478
189.00 SQM 1 ONE SQM 945.00 178605
189.00 SQM 1 ONE SQM 988.00 186732
189.00 SQM 1 ONE SQM 1031.00 194859
154.00 SQM 1 ONE SQM 1074.00 165396
306.00 SQM 1 ONE SQM 1023.00 313038
644.00 SQM 1 ONE SQM 1940.00 1249360

QUANTITY (in (Rs.)
word
s)
563.00 SQM 1 ONE SQM 5455.00 3071165
537.00 SQM 1 ONE SQM 5534.00 2971758
479.00 SQM 1 ONE SQM 5613.00 2688627
361.00 SQM 1 ONE SQM 5693.00 2055173
274.00 SQM 1 ONE SQM 5772.00 1581528
240.00 SQM 1 ONE SQM 5852.00 1404480
44.00 SQM 1 ONE SQM 5931.00 260964
309.00 SQM 1 ONE SQM 4020.00 1242180
284.00 SQM 1 ONE SQM 4120.00 1170080
271.00 SQM 1 ONE SQM 4219.00 1143349
203.00 SQM 1 ONE SQM 4318.00 876554
155.00 SQM 1 ONE SQM 4417.00 684635
135.00 SQM 1 ONE SQM 4517.00 609795
24.00 SQM 1 ONE SQM 4616.00 110784

QUANTITY (in (Rs.)
word
s)
7075.00 RM 1 ONE RM 122.00 863150
10932.00 RM 1 ONE RM 126.00 1377432
11312.00 RM 1 ONE RM 131.00 1481872
9810.00 RM 1 ONE RM 135.00 1324350
7600.00 SQM 1 ONE SQM 139.00 1056400
5368.00 SQM 1 ONE SQM 143.00 767624
492.00 SQM 1 ONE SQM 148.00 72816
1350.00 SQM 1 ONE SQM 536.00 723600

QUANTITY (in (Rs.)
697.00 RM word
1 ONE RM 402.00 280194
s)
884.00 RM 1 ONE RM 412.00 364208
820.00 RM 1 ONE RM 422.00 346040
604.00 RM 1 ONE RM 432.00 260928
467.00 SQM 1 ONE SQM 442.00 206414
410.00 SQM 1 ONE SQM 452.00 185320
77.00 SQM 1 ONE SQM 462.00 35574
341.00 SQM 1 ONE SQM 3889.00 1326149
242.00 SQM 1 ONE SQM 3989.00 965338
312.00 SQM 1 ONE SQM 4088.00 1275456
273.00 SQM 1 ONE SQM 4187.00 1143051
247.00 SQM 1 ONE SQM 4287.00 1058889
193.00 SQM 1 ONE SQM 4386.00 846498
70.00 SQM 1 ONE SQM 4485.00 313950
11671.00 SQM 1 ONE SQM 843.00 9838653

QUANTITY (in (Rs.)
18714.00 SQM word
1 ONE SQM 875.00 16374750
s)
15082.00 SQM 1 ONE SQM 906.00 13664292
7014.00 SQM 1 ONE SQM 938.00 6579132
578.00 SQM 1 ONE SQM 743.00 429454
5137.00 SQM 1 ONE SQM 775.00 3981175
11152.00 SQM 1 ONE SQM 807.00 8999664
15638.00 SQM 1 ONE SQM 838.00 13104644
11254.00 SQM 1 ONE SQM 870.00 9790980
3664.00 SQM 1 ONE SQM 901.00 3301264
437.00 SQM 1 ONE SQM 675.00 294975
605.00 SQM 1 ONE SQM 769.00 465245
2068.00 SQM 1 ONE SQM 801.00 1656468
1149.00 SQM 1 ONE SQM 832.00 955968
4359.00 SQM 1 ONE SQM 864.00 3766176
1050.00 SQM 1 ONE SQM 896.00 940800

QUANTITY (in (Rs.)
word
s)
2970.00 SQM 1 ONE SQM 644.00 1912680
6612.00 SQM 1 ONE SQM 655.00 4330860
6623.00 SQM 1 ONE SQM 666.00 4410918
5599.00 SQM 1 ONE SQM 676.00 3784924
4575.00 SQM 1 ONE SQM 687.00 3143025
3038.00 SQM 1 ONE SQM 698.00 2120524
419.00 SQM 1 ONE SQM 709.00 297071
5450.00 SQM 1 ONE SQM 1149.00 6262050
8536.00 SQM 1 ONE SQM 1192.00 10174912
8987.00 SQM 1 ONE SQM 1235.00 11098945
6980.00 SQM 1 ONE SQM 1278.00 8920440
6105.00 SQM 1 ONE SQM 1322.00 8070810

QUANTITY (in (Rs.)
4131.00 SQM word
1 ONE SQM 1365.00 5638815
s)
420.00 SQM 1 ONE SQM 1408.00 591360
4047.00 SQM 1 ONE SQM 2393.00 9684471
0.00 CUM 1 ONE CUM 730.00 0
610.40 CUM 1 ONE CUM 733.00 447423
564.40 CUM 1 ONE CUM 736.00 415398
450.40 CUM 1 ONE CUM 740.00 333296
337.40 CUM 1 ONE CUM 743.00 250688
202.40 CUM 1 ONE CUM 746.00 150990
28.00 CUM 1 ONE CUM 749.00 20972

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
SQM
4231.70 SQM 1 ONE SQM 3040.00 12864368
RM
RM
RM
RM
RM
RM
QUANTITY (in (Rs.)
RM word
s)
4927.00 RM 1 ONE RM 1428.00 7035756
Nos
Nos
Nos
Nos
Nos
Nos
2957 Nos 1 ONE Nos 295.00 872315
8308.00 RM 1 ONE RM 275.00 2284700

QUANTITY (in (Rs.)
word
s)
RM
RM
RM
RM
RM
RM
1931.00 RM 1 ONE RM 738.00 1425078

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
SQM
674.00 SQM 1 ONE SQM 374.00 252076
RM
RM
RM
RM
RM
RM
RM
1931.00 RM
QUANTITY (in RM
1 ONE 73.00 (Rs.)
140963
word
s)
350.00 RM 1 ONE RM 7473.00 2615550
1800.00 RM 1 ONE RM 5006.00 9010800

QUANTITY (in (Rs.)
word
s)
350.00 RM 1 ONE RM 5541.00 1939350
350.00 RM 1 ONE RM 6976.00 2441600
SQM
QUANTITY (in (Rs.)
SQM word
s)
SQM
SQM
SQM
SQM
69719.00 SQM 1 ONE SQM 975.00 67976025
14121.00 Kgs 1 ONE Kgs 108.00 1525068
1314.00 SQM 1 ONE SQM 1779.00 2337606
1687.00 RM 1 ONE RM 130.00 219310

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
SQM
131040.00 SQM 1 ONE SQM 42.00 5503680
SQM
SQM
SQM
SQM
SQM
SQM
267745.00 SQM 1 ONE SQM 197.00 52745765

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
1437.00 SQM 1 ONE SQM 266.00 382242
228.00 SQM
SQM
SQM
SQM
SQM
SQM
SQM
228.00 286076.00 SQM 1 ONE SQM 193.00 55212668

QUANTITY (in (Rs.)
word
s)
SQM
224.00 8464.00 SQM
SQM
SQM
SQM
SQM
SQM
SQM
224.00 8464.00 17059.00 SQM 1 ONE SQM 256.00 4367104
SQM
SQM
SQM
1519.00 SQM 1 ONE SQM 431.00 654689
QUANTITY (in (Rs.)
word
s)
20.00
20.00 7110.00 SQM 1 ONE SQM 199.00 1414890
52.00 SQM
SQM
SQM
SQM
SQM
SQM
SQM
52.00 10214.00 SQM 1 ONE SQM 174.00 1777236

QUANTITY (in (Rs.)
word
s)
186.00 SQM 1 ONE SQM 1124.00 209064

QUANTITY (in (Rs.)
word
s)
15.60 SQM 1 ONE SQM 12916.00 201490

QUANTITY (in (Rs.)
word
s)
10.40 SQM 1 ONE SQM 5358.00 55723

QUANTITY (in (Rs.)
word
s)
472.68 SQM 1 ONE SQM 4051.00 1914827

QUANTITY (in (Rs.)
word
s)
960.12 SQM 1 ONE SQM 4335.00 4162120

QUANTITY (in (Rs.)
word
s)
552.24 SQM 1 ONE SQM 4694.00 2592215

QUANTITY (in (Rs.)
word
s)
1424.80 SQM 1 ONE SQM 4671.00 6655241

QUANTITY (in (Rs.)
word
s)
28.08 SQM 1 ONE SQM 4870.00 136750
24.96 SQM 1 ONE SQM 23906.00 596694

QUANTITY (in (Rs.)
word
s)
12.60 SQM 1 ONE SQM 4079.00 51395

QUANTITY SQM (in (Rs.)
word
s)
75.60 SQM 1 ONE SQM 10878.00 822377
SQM
25.83 SQM 1 ONE SQM 4438.00 114634

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
252.00 SQM 1 ONE SQM 4797.00 1208844

QUANTITY (in (Rs.)
word
s)
SQM
1199.55 SQM 1 ONE SQM 4782.00 5736248

QUANTITY (in (Rs.)
word
s)
8.40
8.40 1621.86 SQM 1 ONE SQM 4870.00 7898458

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
1162.35 SQM 1 ONE SQM 5077.00 5901251

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
55.65 SQM word
1 ONE SQM 6140.00 341691
s)
SQM
SQM
SQM
SQM
SQM
SQM
SQM
289.80 SQM 1 ONE SQM 7949.00 2303620
RM
RM
RM
RM
RM
QUANTITY (in (Rs.)
RM word
s)
10513.95 RM 1 ONE RM 375.00 3942731
SQM
SQM
SQM
SQM
SQM
SQM
3550.21 SQM 1 ONE SQM 3753.00 13323919

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
36.40 SQM 1 ONE SQM 11329.00 412376

QUANTITY (in (Rs.)
word
s)
11.52 SQM
SQM
SQM
SQM
SQM
SQM
SQM
11.52 4738.05 SQM 1 ONE SQM 6640.00 31460652

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
SQM
662.13 SQM 1 ONE SQM 8935.00 5916132

word
SQM s)
SQM
SQM
SQM
SQM
SQM
3278.97 SQM 1 ONE SQM 7526.00 24677528
SQM
SQM
SQM
word
SQM s)
SQM
259.95 SQM 1 ONE SQM 6624.00 1721909
SQM
SQM
SQM
SQM
SQM
SQM
SQM
683.48 SQM 1 ONE SQM 4892.00 3343584
34.00 SQM 1 ONE SQM 765.00 26010
103.00 SQM 1 ONE SQM 837.00 86211

QUANTITY (in (Rs.)
103.00 SQM word
1 ONE SQM 910.00 93730
s)
89.00 SQM 1 ONE SQM 983.00 87487
80.00 SQM 1 ONE SQM 1055.00 84400
44.00 SQM 1 ONE SQM 1128.00 49632
16.80 84.10 SQM 1 ONE SQM 3633.00 305535
Kgs
Kgs
Kgs
Kgs
Kgs
Kgs
Kgs
147082.80 Kgs 1 ONE Kgs 89.00 13090369

QUANTITY (in (Rs.)
word
s)
SQM
SQM
SQM
SQM
SQM
SQM
12692.00 SQM 1 ONE SQM 2817.00 35753364
SQM
SQM
SQM
SQM
SQM
221.00 SQM 1 ONE SQM 3304.00 730184
17.00 77.00 SQM
QUANTITY (in SQM
1 ONE 207.00 (Rs.)15939
word
s)
4.00 8.00 SQM 1 ONE SQM 2945.00 23560
7301.00 CUM 1 ONE CUM 1095.00 7994595
7301.00 CUM 1 ONE CUM 4222.00 30824822

300.00 RM
QUANTITY (in RM
1 ONE 1216.00 (Rs.)
364800
word
s)
2805204181
ABTRACT ESTIMATE FOR INTERNAL WATERSUPPLY & SEWERAGE
UG GIRLS HOSTEL 3RD MALE RESIDENTS NON-TEACHING STAFF

A HOSPITAL BUILDING F K P U OPEN AIR THEATER
TO 5TH YEAR HOSTEL QUARTERS
FEMALE RESIDENTS MALE INTERNEES WORKING NURSES

B SERVICES BLOCK G L Q V AMBULANCE SHED
HOSTEL HOSTEL QUARTERS
FEMALE INTERNEES NURSES HOSTEL FOR

C MEDICAL COLLEGE H M R MORTUARY BUILDING W KITCHEN & DINNING
HOSTEL HOSPITAL STAFF
UG BOYS HOSTEL 1ST & NURSES HOSTEL FOR BIO MEDICAL WASTE MEDICAL GAS PLAT
D NURSING COLLEGE I N S X
2ND YEAR COLLEGE BUILDING ROOM
UG BOYS HOSTEL 3RD TO TEACHING STAFF DHARMASALA/NIGHT CENTRAL DRUG

E UG GIRLS HOSTEL 1ST & 2ND YEAR J O T Y
5TH YEAR QUARTERS SHELTER STORE
S.No Description of Work

A B C D E F G H I J K L M N O P Q R S T
1 Supplying, laying, filling, jointing and
testing SWG SP-1 pipe conforming to ISI
651 & 4127 with air tight Cement joints in CM
(1.5:1) prop. including excavation of trenches
and socket pits in any soil (except rock
requiring blasting) and refilling with watering
and tamping to the required slope including
cost and conveyance of all materials to site and
all labour charges , overheads & contractor
(APSS NO 1301 & 1318)
a 152.40mm dia upto 1524.0mm (5') depth 200.00 80.00 280.00 75.00 45.00 80.00 60.00 60.00 60.00 80.00 30.00 30.00 25.00 25.00 15.00 100.00 100.00 20.00 10.00 25.00
b 203.20mm dia upto 1524mm (5') depth 250.00 45.00 10.00

2 Constructing 904.0 mm (3’0”) dia brick 20 16 25 12 20 16 8 8 10 16 6 6 6 6 15 16 16 3 6
masonry inspection chamber as per IS -
4111: Part-1:1986 with cement mortar (1:6)
prop using 2nd Class Clay Bricks of 225 mm
thick from approved source having a minimum
crushing strength of 5 N/sq.mm including
plastering with cement mortar 1:3 prop; ½”
thick both inside and outside fitted with 20” dia
RCC manhole covers and frames including
excavating pits up to a depth of 904 mm (3'-
0") in all sorts of soils (exculding rock) and
laying cement conrete (1:4:8) 150 mm thick
using 40 mm HBG Metal and P.C.C. 1:2:4
benching and channel 100 mm thick as per
Standard specification and including cost and
bricks, water etc., to site, cost of seigniorage
charges on all materials and all incidental and
operational, labour charges like mixing cement
mortar, constructing masonry, lift charges,
curing , overheads & contractors profit etc.,
complete for finished item of work as per
3 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") 20 18 35 12 20 18 6 6 5 18 5 5 5 5 15 20 20 4 1 5

brick in CM 1:6 prop. Masonry. Inspection
chamber upto 914.4 mm (3'0") and fitted with
light weight 457.2 mm x 457.2 mm (1'6"x1'6")
C.I frame and cover of 20 Kg including cost
and conveyance of all materials like cement,
sand, bricks, water etc., to site, cost of
seigniorage charges on all materials and all
incidental and operational, labour charges like
mixing cement mortar, constructing masonry,
lift charges, curing , overheads & contractors
profit etc., complete for finished item of work as
per Standard specification.
4 Supplying and fixing of SWG Gully traps 18 20 35 15 20 20 6 8 5 20 6 6 6 6 15 20 20 5 4 6

150mm x 100mm of ISI make confirming to IS
651 & 4127 with C.I grating & constructing
cement brick masonry in CM (1:6) prop.,
intermediate chamber and fitted with 304.8 mm
X 288.6 mm (12"x9") C.I Frame with hinged
cover of standard make as approved including
cost and conveyance of all materials to site,
labour charges, overheads & contractors profit
5 Supplying and fixing of 4" (101.6mm) multi 965 38 327 160 113 152 44 86 71 280 68 74 54 54 122 121 121 11 4 18
floor trap with jali - UPVC/SWR pipe fittings
as per site requirements with standard practice
for all floors including cost and conveyance of
all materials to site, labour charges , overheads
& contractors profit etc., complete for finished
item of work.
6 Supplying and fixing 580mm x 440mm long 81 6 81 14 10 15 4 20 3 20 30 30 1

Orissa pan white glazed Water Closet 1st
quality ISI marked confirming to IS:2556-Part-
3-1981 with "P" or "S" trap Hindware /
Parryware / Neycer with brick - ISI mark and
providing masonry seat, CC squatting plate
and 10 litres capacity single flush PVC low
level cistern Parryware or equivalent with
internal components fixed on 2 Nos. of teak
wood blocks of size 76.20mm x 101.60mm
using required size of nails, screws as
approved by Engineer-in-charge, angle stop
cock 12.70mm dia. first quality Indian make
heavy duty Seiko/Senior/Nice or equivalent,
nuts CP coated , 31.75mm brass plumber
union, P trap or S trap of Indian W.C. shall be
encased on CC (1:2:4) 150mm alround well
above the joint to stop leakage at the joint etc.,
complete including cost and conveyance of all
materials to site, cost of CC bed, labour
charges and seigniorage charges, overheads &
contractors profit etc., complete for finished
item of work.
7 Supplying and fixing approved make wash 342 16 33 32 21 17 18 23 16 5 15 15 41 31 31 5 1 6

down European Water Closet of 1st quality
conforming to IS:2556-Part-2-2004 of white
glazed with 'S' trap,supplying and fixing best
Indian make plastic seat and lid for European
water closets with rubber or plastic Buffers as
per IS 2548-1996 and 10 litres capacity single
flush PVC low level cistern with internal
components and fixed using required size of
nails and screws, 15 mm brass angle stop
valve of quarter turn spindle type of not less
than 400 grams weight with internal threaded
conforming to IS 8931, 15mm PVC
connections with brass union nuts CP coated
including cost and conveyance of all materials
to site, overheads & contractors profit etc.,
8 Supply, Installation and commissioning 110 31
approved make floor mounted close
coupled EWC suit CASCADE model 'P' or 'S'
trap with dual flush porcelain cistern fixed on
EWC with allinternal parts of dual flush cistern,
ultra solid seat cover of approvedmake with
rubber buffer and cap 15 mm angle stop cock
450 mm long PVC inter connection pipe wall
flanges all of approved make etc. complete for
finished item of work in all respects: Special
Colour - Grade - III
9 Supplying and fixing Indian make Flat Back 405 19 158 46 33 62 14 16 17 44 19 9 19 19 81 91 91 5 2 8

Wash Hand Basin 1st quality conforming to
IS:2556-Part-4:1972 of size 550mm x 400mm
with waste fittings like rubber plug, chain, 32
mm nominal size C.P. Fitting with parallel pipe
thread conforming to IS:2963-1979 and fitted
with 15 mm nominal bore Chromium Plated
Pillar Tap of 1st quality Indian make heavy duty
complete with standard CI brackets including
wooden blocks ,1 No.15mm PVC connection
with brass union nuts CP coated , 15 mm brass
angle stop valve of quarter turn spindle type of
not less than 400 grams weight with internal
threaded conforming to IS 8931, 30 mm
nominal size dia PVC flexible waste pipe of
914.4 mm length of Ist quality including cost
and conveyance of all materials to site, labour
charges , overheads & contractors profit for
10 Supplying and fixing NP soap dish heavy 7 72 28 36 63 25 34 21 61 19 9 26 26 61 91 91 5 2 5

type of approved make ISI quality with NP
screws etc., complete including cost and
conveyance of all materials, labour charges for
fixing , overheads & contractors profit for
11 Supply & fixing soap dish Jaquar make 493

queen series Chrome plated with 7 years
warranty including cost and conveyance of all
materials, labour charges for fixing , overheads
& contractors profit for finished item of work in
all floors.
12 Supplying and fixing TV shape mirror with 132 10 34 23 28 32 25 34 21 22 19 9 13 13 81 91 91 5 2 5

plastic frame of size 609.6mm x 457.2mm,
plywood back with NP screws 1st quality
for finished item of work in all floors.
13 Supply & Fixing of towel rail 24'' Jaquar 132 34
make Continental series, Chrome finish with
7 years warranty including cost and
conveyance of all materials to site, labour
charges for fixing, overheads & contractors
profit complete for finished item of work at all
floor levels.
14 Supplying and fixing of 25 mm nominal size 1 34 23 40 32 25 21 39 19 9 17 17 61 61 61 5 1 5

dia and 609.6mm long aluminium anodized
towel rod with brackets and aluminium screws
15 Supply & Fixing of Bibcock Jaquar 213

Florentine (Quarter turn) series, Chrome
Finish with 7 years warranty including cost and
floor levels.
16 Supplying and fixing NP bib taps of size 9 72 16 61 62 25 42 31 39 25 17 22 22 61 61 61 8 3 7

12.70mm dia of Indian make heavy duty
(long body) as approved by the Engineer-In-
Charge including cost and conveyance of all
materials, labour charges , overheads &
contractors profit complete for finished item of
work in all floors.
17 Supplying and fixing NP bib taps of size 6 66 14 10 15 4 16 5 20 3 4 4 4 20 30 30 1

12.70mm dia of Indian make heavy duty
(short body) as approved by the Engineer-In-
Charge including cost and conveyance of all
materials, labour charges , overheads &
work in all floors.
18 Supply & fixing bib cock cum health faucet 342 16 110 31 33 32 21 17 18 23 16 5 15 15 41 31 31 6
with 1 m long flexible tube and wall hook of
Jaquar make queen series Chrome plated
with 7 years warranty including cost and
overheads & contractors profit for finished item
of work.
19 Supplying and fixing of SWR PVC pipes
(Prince/ Sudhakar/ Kisan/ Supreme or any
ISI brand) 6 Kg/Sq.cm. and fixing all special
such as plain bends, off sets, door bends,
single junctions, double junctions as per site
requirement, fixing with PVC clamps if
necessary with required number of Bombay
nails including cost and conveyance of all
materials to site, labour charges, overheads &
work at all floor levels. (APSS No. 1302 1319
& 1326)
a) 75mm dia 2951.00 118.00 672.00 220.00 373.00 176.00 132.00 260.00 238.00 392.00 149.00 132.00 136.00 136.00 375.00 522.00 522.00 22.00 6.00 79.00
b) 90mm dia 366.00
c) 110mm dia 1601.00 349.00 630.00 177.00 206.00 128.00 132.00 218.00 148.00 297.00 85.00 86.00 91.00 91.00 285.00 337.00 337.00 22.00 6.00 49.00
20 Supply and fixing of Ashirvad/ Ajay/ Astral

Flowguard or equivalent CPVC Pipes and
Fittings SDR 11 to meet the requirement of
ASTM-D 2846 and are produced in CTS
(Copper Tube Sizes 1/2" to 2") for hot and cold
water (IS 15778:2007) including cost and
floor levels.
a) 15.90mm OD pipe 1753.00 56.00 1086.00 293.00 134.00 162.00 96.00 86.00 85.00 145.00 61.00 40.00 55.00 55.00 230.00 233.00 233.00 10.00 2.00 18.00
b) 22.20mm OD pipe 5035.00 120.00 1080.00 570.00 367.00 343.00 213.00 283.00 252.00 258.00 294.00 188.00 165.00 165.00 497.00 474.00 474.00 20.00 10.00 66.00
c) 28.60mm OD pipe 880.00 104.00 343.00 147.00 100.00 100.00 71.00 146.00 107.00 103.00 175.00 61.00 84.00 84.00 264.00 219.00 219.00 15.00 20.00 69.00
d) 34.90mm OD pipe 689.00 40.00 859.00 103.00 107.00 73.00 56.00 106.00 63.00 199.00 116.00 37.00 48.00 48.00 168.00 144.00 144.00 12.00 36.00
e) 41.30mm OD pipe 180.00 36.00 152.00 58.00 40.00 27.00 17.00 27.00 10.00 10.00 48.00 36.00 36.00 62.00
f) 50.00mm OD pipe
21 Supplying and fixing 65 mm Nominal Bore

GI pipe Medium Grade properties & weight
as per IS 1239 in ground or on wall with GI
fittings such as elbows tees couplings, nipples,
plugs including excavation for trenches and
refilling the trenches ,chiselling masonry walls
and making good the walls & floors to the
original surface and fixing MS clamps on TW
blocks on walls including cost and conveyance
of all materials and labour charges , overheads
& contractors profit complete for finished item
of work except for GI bends union and GI
connectors with checkout and socket Tata or
Zenith make or equivalent
480.00 50.00 125.00 95.00 50.00 60.00 115.00 110.00 90.00 110.00 125.00 125.00 110.00 110.00 210.00 80.00 80.00 95.00
22 Supply and fixing of Ashirvad/ Ajay/ Astral
Flowguard or equivalent UPVC Pipes and
Fittings SCH-40 Grade to meet the
requirement of ASTM-D 2846 for hot and cold
water (IS 15778:2007) including cost and
floor levels.
a) 65 mm Dia
b) 80 mm Dia 225.00 1160.00 50.00 25.00 45.00 65.00 60.00 40.00 45.00 65.00 65.00 60.00 60.00 160.00 75.00 75.00 45.00
c) 100mm Dia 100.00 65.00 35.00 60.00 25.00 25.00 50.00 20.00 25.00 50.00 50.00 20.00 20.00 80.00 45.00 45.00
d) 150mm Dia 280.00
23 Supplying and fixing Gunmetal Gate ( GM

peet ) valve as per IS-778 Class - I , Indian
make heavy type including cost and
conveyance of all materials , labour charges ,
overheads & contractors profit complete for
a) 20mm Nominal bore 300 50 60 30 100 35 41 60 60 50 49 20 20 20 100 90 90 1 20
b) 25mm Nominal bore 100 4 8 4 12 4 8 8 10 4 8 2 2 2 12 12 12 4 1 2
c) 32mm Nominal bore 30 4 12 4 10 4 8 8 10 4 8 2 2 2 12 12 12 1 2
d) 40mm Nominal bore 15 2
e) 50mm Nominal bore 10 2 6 2 2 2 4 2 2 2 1 1 4 2 2 1
f) 65mm Nominal bore 2
24 Providing and Placing on Terrace (at all 30000 5000 10000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 10000 5000 5000 1000 5000
floor levels) polyetheylene water storage
tank with double layer approved brand and
manufacture with cover and suitable locking
arrangement and making necessary holes for
inlet and outlets and over flow pipes but without
fittings and base support for tanks including
cost and conveyance of all materials and
25 Supplying and fixing of stainless steel sink 24 16 8 20 30 30
of size 914.4 mm x457.2mm, 1mm thick of
Indian make fixed on cantilever brackets
including supply and fixing 31.75mm C.P.
waste coupling, 31.75 mm dia PVC flexible
waste pipe of 914.4 mm length of Ist quality
ncluding chiselling brick masonry wall and
making good & restoring to original surfaces
overheads & contractors profit complete.for
26 Supplying & Fixing Indian make white 139 525 200

glazed vitreous china porcelain sink of size
750mm x 450mm x 250mm conforming to
IS:2556-Part-5-1994 on cantilever brackets
with waste fittings like rubber plug, chain,32
mm nominal size C.P. Fitting with parallel pipe
thread conforming to IS:2963-1979 ncluding
chiselling brick masonry wall and making good
& restoring to original surfaces overheads &
contractors profit complete.for finished item of
work in all floors.
27 Supplying & fixing of Vent Cowl UPVC /

SWR Pipe Fittings including cost and
floor levels. For 75 mm Dia
a) 75mm dia 28 8 10 5 8 8 6 12 6 3 4 4 32 18 18 4
b) 110mm dia 30 6 4 5 8 8 4 10 3 2 2 2 24 8 8 2
28 Supplying and fixing white glazed flat back 118 6 130 6 27 40 6 8

half stall urinals of size 590 mm x 375 mm x
390 mm with integral flushing rim fixed with
screws complete Indian make
(HSW/Parry/Neycer) conforming to IS:2556-
1995 as approved by Engineer-in-charge,
including supply and fixing 12.7mm PVC
connection with brass plumber union nuts CP
coated, 12.70mm push cock 1st quality of
approved make , 31.75 mm dia PVC flexible
waste pipe of 914.4 mm length of Ist quality
to site, labour charges etc., overheads &
work for all floors.
29 Supplying and fixing of 16mm to 20 mm 118 6 130 6 27 40 6 8
thick polished marble slab partitioins of size
4' 0" x 2' 0" for urinals including full rounding
the edges, fixing in position, polishing,
and labour charges, overheads & contractors
profit complete for finished item of work for all
floors.
30 Supplying and fixing of 101.60mm x 71 4 78 13 17.00 24 4.00 5.00

609.60mm white glazed porcelain channels
1st quality fixed in brick masonry to the
required slopes, white cement pointing
and labour charges, overheads & contractors
profit complete for finished item of work for all
floors.
31 Construction of Brick masonry support for 150 50 100 30 45 50 35 35 50 50 50 50 30 30 90 90 90 25 5 30

GI pipe of size 304.80mm x 228.60mm x
228.60 mm with Brick in CM (1:6) prop
including plastering and finishing with 12mm
thick in CM (1:5) including cost and
conveyance of all materials and all labour
charges, overheads & contractors profit
32 Supply and Fixing of Surgucal Scrub: Surgical

scrub sink should be designed for use in OT
complex providing Surgeons with a convenient
sink for pre – OT scrub up. Each fixture should
be fabricated with 18 SWG gauge type 304
stainless steel and should be seamless welded
construction, polished to a stain finish. The
scrub sink should be provided with a water
controlled value, waste connections, stoppers
and strainers. 4 Feet Length and 3 Feet Hight
with 2 Foot operated and 2 elbow taps should
be there. Make : Zindal /
Tata
14
33 Supply,transporatation & installation of

600mm x 50mm x 2.0mm size Hot Dipped
Galvanized Iron perforated cable trays with
cover including horizontal and vertical
bends,reducers tees,cross members and other
accessories as required and dulysuspended
from the ceiling/Wall with suspenders etc.,
labour charges, overheads and contractors
profit etc complete for finished item of work
Sub Total (WS):

Z GUEST HOUSE AE 7 LAKH LITERS SUMP
AA SECURITY ROOM AF 2 LAKH LITERS SUMP
AB 500 KLD STP AG 1.5 LAKH LITERS SUMP
AC 75 KLD STP AH 1.0 LAKH LITERS SUMP
AD 75 KLD ETP AI CC ROAD
Amount
Total Quantity Rate
(Rs.)
U V W X Y Z AA
10.00 10.00 30.00 15.00 45.00 18.00 1528.00 RM 635.00 970280
305.00 RM 860.00 262300

1 1 6 2 6 3 250.00 NOS. 6269.00 1567250
1 1 6 2 4 3 260.00 NOS. 3679.00 956540
2 1 7 2 4 3 280.00 NOS. 551.00 154280

2 1 22 2 28 3 2941.00 NOS. 139.00 408799
3 2 3 323.00 NOS. 4276.00 1381148
2 1 3 2 676.00 NOS. 5000.00 3380000

21 162.00 NOS. 9445.00 1530090
2 1 19 2 23 3 1208.00 NOS. 2410.00 2911280
2 1 8 2 3 698.00 NOS. 239.00 166822
23 516.00 NOS. 1642.00 847272
2 1 4 2 22 3 724.00 NOS. 540.00 390960

22 188.00 NOS. 1587.00 298356
2 1 2 3 479.00 NOS. 176.00 84304
2 1 8 2 21 247.00 NOS. 1269.00 313443
644.00 NOS. 403.00 259532
2 2 3 4 4 3 270.00 NOS. 260.00 70200
2 1 6 2 21 835.00 NOS. 4270.00 3565450

14.00 8.00 30.00 28.00 136.00 17.00 7844.00 RM 169.00 1325636
366.00 RM 217.00 79422
13.00 7.00 18.00 28.00 118.00 17.00 5476.00 RM 243.00 1330668
6.00 3.00 40 6.00 74.00 7.00 4969.00 RM 69.00 342861
15.00 10.00 65 12.00 73.00 18.00 11067.00 RM 106.00 1173102
4.00 4.00 40 8.00 60.00 9.00 3436.00 RM 164.00 563504
15.00 15.00 15.00 24.00 45.00 3162.00 RM 260.00 822120
0.00 739.00 RM 357.00 263823
0.00 RM 549.00 0
2220.00 RM 858.00 1904760

60.00 60.00 RM 807.00 48420
45.00 2365.00 RM 966.00 2284590
715.00 RM 1051.00 751465
280.00 RM 1420.00 397600
1 1 10.00 2 22 1 1233.00 NOS. 843.00 1039419
1 1 4.00 1 7 1 234.00 NOS. 1204.00 281736
1.00 7 155.00 NOS. 1820.00 282100
2 19.00 NOS. 2464.00 46816
45.00 NOS. 3605.00 162225
2.00 NOS. 5556.00 11112
1000 1000 5000 1000 2000 500 136500.00 LTRS 5.91 806715
128.00 NOS 7520.00 962560
864.00 NOS 5630.00 4864320
1 1 8 1 185.00 NOS 14.00 2590
1 1 7 1 136.00 NOS 19.00 2584
3 1 345.00 NO 3429.00 1183005

3 1 345.00 NOS. 1977.00 682065
2 2 219.80 RM 876.00 192545
5.00 5 15 5 25 5 1145.00 NOS. 82.00 93890
14.00 NOS. 68820.00 963480
0.00 NOS. 2763.00 0

42383439
GENERAL ABSTRACT -HOSPITAL BUILDING

1 Civil Works ` 1132925853
2 Sanitary & Water Supply ` 12996756
3 Electrification ( Internal , External & HVAC) `

193756831
Sub Total ` 1375804994

ABSTRACT ESTIMATE FOR CIVIL WORKS HOSPITAL BUILDING
Sl. No. Quantity Unit Rate Amount

Description of Work
(in words) In Figures (Rs.)
1 Earth work excavation for foundations 15374.00 CUM ONE CUM 107.00 1645018
(Mechanical Means) for buildings in ordinary soils
and depositing on bank for all lifts and with an initial
lead of 10m and up to 3m depth including all
operational,incidental, labour charges such as
shoring, sheeting, planking, strutting etc., and
item of work excluding dewatering charges etc., as
per SS 20 B(APSS 308)
2 Conveyance of un-useful excavated earth to a 4721.00 CUM ONE CUM 92.00 434332
distance of 5 KM for disposal including hire
charges of T & P, labour charges etc., and
item of work.
3 Filling with useful available excavated earth 12299.00 CUM ONE CUM 33.00 405867
sides of foundations and basement with initial lead
in layers not exceeding 15cm thick, watering and
charges, hire charges of T&P etc., and overheads
& contractors profit complete for fnished item of
work (APSS NO.309&310)
4 Supply and placing of Plain Cement Concrete M 901.00 CUM ONE CUM 2557.00 2303857
approved quarry using batching and mixing plant of
15 cum per hour capacity including cost and
coarse aggregate, water etc. to site including all
operational, incidental and labour charges,
transporting concrete in transit mixer, curing etc.,
5 Supply and placing of Plain Cement Concrete M 900.00 CUM ONE CUM 2421.00 2178900
5 grade for foundations using coarse aggregate
approved quarry using batching and mixing plant
of 15 cum per hour capacity including cost and
6 Supply and placing of Vibrated Plain Cement 372.00 CUM ONE CUM 3050.00 1134600
Concrete M 10 grade using 40mm, 20mm and
10mm size machine crushed hard granite metal
(coarse aggregate) in (2:2:1) ratio from approved
quarry using batching and mixing plant of 15
cum per hour capacity including cost and
transporting concrete in transit mixer, vibrating,
complete for finished item of work for footings and
basement (APSS No. 402)
7 Supply and placing of the Design Mix Concrete

M 25 grade corresponding to IS 456 with cement
hard granite metal (coarse aggregate - as per IS
383 - 1970 and IS 2386 Part 1 to Part 8) from
approved quarry including cost and conveyance of
all materials like cement, fine aggregate (sand)
coarse aggregate, water etc., to site, centering
using steel scaffolding pipes , jack props , wallers ,
foot plates , brackets , steel centering plates etc.,
including all operational, incidental and labour
charges such as weigh batching, machine mixing,
lifting of concrete manually, laying concrete,
profit complete but excluding cost of steel and its
No. 402)
c) Column Pedestals 239.00 CUM ONE CUM 6967.00 1665113

using casurina ballies, bamboos, wooden
reapers, runners, wood posts, wall plates etc.,
charges ,transporting concrete using transit mixer,
lifting concrete mechnically, laying concrete using
concrete pump, vibrating, curing , overheads &
contractors profit etc., complete but excluding cost
of steel and its fabrication charges for finished item
a) Columns :
ii) un supported height up to 3.66 m 210.00 CUM ONE CUM 9782.00 2054220
a) Roof Beams :
b) ROOF SLABS :

c) Side walls
Eight Floor for water tanks 26.00 SQM ONE SQM 2204.00 57304
using steel scaffolding pipes , jack props , wallers ,
foot plates , brackets , steel centering plates etc.,
a) Columns :

b) Roof Beams :
ii un supported height up to 7.32 m

b) ROOF SLABS :



iv) Roof Slabs 150mm thick :

iii) Roof Slabs 125mm thick inclined Slab :

machine crushed hard granite metal (coarse
aggregate - as per IS 383 - 1970 and IS 2386 Part
1 to Part 8) from approved quarry including cost
and conveyance of all materials like cement, fine
aggregate (sand) coarse aggregate, water etc., to
site, centering using casurina ballies, bamboos,
wooden reapers, runners, wood posts, wall plates
etc., including all operational, incidental and labour
lifting of concrete mechanically, laying concrete,
vibrating, curing , overheads & contractors profit
etc., complete but excluding cost of steel and its
No. 402)
Lintels

aggregate (sand), coarse aggregate, water etc., to
site, centering using casurina ballies , bamboos ,
wooden reapers , runners , wood posts , wall plates
etc., for 60cm wide sun-shades 7.5cm thick at
fixed end and 5cm thick at free end with an
average thickness of 6.25cm including all
operational, incidental and labour charges such as
weigh batching, machine mixing, lifting of concrete
manually, laying concrete, curing, overheads &
contractors profit complete etc., but excluding cost
of work (APSS No. 402, 403 & 903)
12 Brick masonry for panel walls 340mm thick in

superstructure with CM (1:8) prop: (Cement :
Sand) using common burnt clay bricks of class
as per Table- I of IS:1077-1992, Non- Modular or
traditional size 23 x 11 x 7 cms from approved
source having minimum crushing strength of 40
Kg/Sqcm. including cost and conveyance of all
materials like cement, screened sand, bricks, water
etc., to site, labour charges, like mixing cement
mortar, scaffolding charges, constructing masonry,
lift charges, curing, etc.,and overheads &
work. (APSS No. 501 & 504).

12 Masonry work in CM(1:6) prop (Cement : Sand)
in superstructure with fly ash cement / lime
solid blocks of size 290mm x 225mm x 140mm
from approved source having minimum crushing
strength of 50 Kg/Sqcm. including cost and
bricks, water etc., to site, labour charges, like
mixing cement mortar, scaffolding charges,
constructing masonry, lift charges, curing,

M.S plain rods in every third layer with free ends of
the reinforcement pegged into mortar joints of main
brick walls where applicable including cost and
conveyance of all materials like cement, steel,
sand, bricks, water etc., to site, all operational,
incidental charges such as labour charges for
constructing masonry, lift charges, curing, etc., and
overheads & contractors profit but excluding cost of
steel and its fabrication charges complete for

6 Supply and placing of Plain Cement Concrete M
10 grade mix using 20mm size graded machine
crushed hard granite metal (coarse aggregate - as
per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from
finished item of work for bed blocks and hold
fasts (APSS No. 402)
7 Supply and placing of Plain Cement Concrete M

20 using 20mm size graded machine crushed hard
granite metal (coarse aggregate - as per IS 383 -
coarse aggregate, water etc. to site, hire and labour
charges for centering and scaffolding including all
steps (APSS No. 402)

content of 350 Kgs per 1 cum of concrete using
12mm size graded machine crushed hard granite
metal (coarse aggregate - as per IS 383 - 1970 and
IS 2386 Part 1 to Part 8) from approved quarry
materials like cement, sand, coarse aggregate,
water etc. to site, hire and labour charges for
centering and scaffolding including all operational,
incidental and labour charges, transporting concrete
in transit mixer, curing etc., and overheads &
contractors profit complete but excluding cost of
steel and its fabrication charges for sill slabs
(APSS No. 402 & 403)

incidental and labour charges, transporting concrete
in transit mixer, curing etc., and overheads &
steel and its fabrication charges for platforms,
lofts and shelves. (APSS No. 402 & 403)



10 Reinforced cement concrete (1:5:10) proportion

(Cement: fine aggregates: coarse aggregate) using
40mm size (SS5) hard granite metal (coarse
aggregate) from approved quarry including cost
aggregate (sand), coarse aggregate, water etc., to
site including centering using Casurina Ballies ,
Bamboos , Wooden Reapers , Runners , Wood
Posts , Wall Plates etc., shuttering, machine mixing,
laying concrete, lifting concrete mechanically ,
vibrating, curing, etc., and overheads & contractors
profit complete as per drawings but excluding cost
of steel and it's fabrication charges for finished item
of work (APSS NO. 402 & 403) for dummy
columns.

11 Providing Thermo Mechanically Treated (TMT)
(Fe 500 / Fe 500 D grade as per IS 1786-1979) of
charges for straightening, cutting, bending to
required sizes and shapes, placing in position with
cover blocks of approved materials and size and
tying and lap-splicing with binding wire of 18 SWG,
forming grills for reinforcement work as per
approved designs and drawings, including cost and
conveyance of steel bars, including all wastages
such as overlaps, couplings, chairs, spacer bars
including cost and conveyance of binding wire,
cover blocks and all incidental, operational, labour
charges such as cutting, bending, placing in
position, tying etc., and overheads & contractors
profit complete for finished item of work.( APSS
No.126)
Eighth Floor : 16.40 MT ONE MT 73096.00 1198774
12 Providing Mild steel (MS) steel bars (Fe 250

grade as per IS 432) of different diameters
including labour charges for straightening, cutting,
bending to required sizes and shapes, placing in
position with cover blocks of approved materials
and size and tying and lap-splicing with binding wire
of 18 SWG, forming grills for reinforcement work as
per approved designs and drawings, including cost
and conveyance of steel bars, including all
wastages such as overlaps, couplings, chairs,
spacer bars including cost and conveyance of
operational, labour charges such as cutting,
bending, placing in position, tying etc., and
item of work.( APSS No.126)


coat in CM (1:5) using screened sand including
sand, water etc., to site and all operational,
incidental charges on materials and including cost
of all labour charges for mixing mortar, finishing,
curing as directed by Engineer-in-charge etc., and
item of work.(SS 901,903 & 904)

sand with base coat of 8mm thick in CM (1:6) and
top coat of 4mm thick in CM (1:4) with dubara
sponge finishing including cost and conveyance of
all materials like cement, sand, water etc., to site
and all operational, incidental charges on materials
and including cost of all labour charges for mixing
mortar, finishing, scaffolding, lift charges, curing,
including cutting grooves as directed by Engineer -
in - charge etc., and overheads & contractors profit
complete for finished item of work for internal walls.
(SS 901,903 & 904)

15 Plastering 12mm thick in two coats using

screened sand with base coat of 8mm thick in CM
(1:6) and top coat of 4mm thick in CM (1:4) with
dubara sponge finishing including cost and
charges for mixing mortar, finishing, scaffolding, lift
charges, curing, including cutting grooves as
directed by Engineer - in - charge etc., and
16 Plastering 12mm thick single coat in CM(1:5)

using screened sand including cost and
charges for mixing mortar, finishing, curing as
directed by Engineer-in-charge etc., and overheads
& contractors profit complete for finished item of
work for basement.(SS 901,903 & 904)

slab surfaces to required slopes with CM (1:3)
prop. using screened sand 20mm thick (average)
mixed with integral cement water proofing liquid
confirming to IS: 2645-2003 manufactured by
reputed manufacturers as approved by Engineer-in-
charge at 200ml per one bag of cement, laid over
roof slab when it is green, finished smooth with a
floating coat of neat cement and thread lining at
regular intervals of 45cmx45cm including cost and
water proofing compound, water etc., to site,
operational, incidental, and labour charges for
work. (APSS No. 901 & 903).
above First Floor : 246.00 SQM ONE SQM 495.00 121770

bottom slab,in side of septic tank , in sunken
slabs etc. to required slopes with CM (1:3) prop.
using screened sand 12mm thick mixed with
integral cement water proofing liquid confirming to
IS: 2645-2003 manufactured by reputed
manufacturers as approved by Engineer-in-charge
at 200ml per one bag of cement, laid over roof slab
when it is green, finished smooth with a floating
coat of neat cement and thread lining at regular
intervals of 45cmx45cm where ever necessary
cement, sand, water proofing compound, water etc.,
to site, operational, incidental, and labour charges
for mixing mortar, laying, lift charges, rendering
smooth and thread lining, curing including rounding
off junctions of wall and slab etc., and overheads &
(APSS No. 901 & 903).

modified elastomeric cementitious water
proofing system coating to the wet area / tiolet /
bath room:
bonding primer as base primer cum sealer coat
using MIXPRIME AC100 or equivalent modified
with water and cement at the ratio 2:1:3
(MIXPRIME AC 100 : water : cement) by volume
with a slow speed mixer machine. This compound
shall be applied with sufficient thickness to cover
the holes/pores/cracks @ 1.000 Liter / SQM (0.350
Lt of MIXPRIME AC100 / SQM) and the raw primer
should be complain with ASTM 4541 and the Solid
content 49% +2%
welded with alkaline resistant coated / non-woven
40 Gsm verging fiber mesh MIXMAT GFM 50 or
c ) Third Layer - Supply and apply of first coat of
cementitious waterproofing system MIXGUARD AC
or equivalent @ 1.000 Kg / SQM ( mix the powder
and liquid with the help of a slow speed mixer for a
period of 2 to 3 minutes up to get a homogeneous
mix- dilution or modification not recommended)
should be complain with BS 1881 Part 5 1983
(ISAT 476 Part 6), DIN 1048 Part 5 1991, BSEN
d ) Fourth Layer –Supply and apply of second coat
of two component (Powder + Liquid) system of high
12390-8 2000, ASTM D 412-92
Note: -
1 ) No dilution or modification recommended for
item Nos.b,c,d and e .
approved agency.
warrantee from the Manufacturer and 5 year
warrantee from the applicator or combined
Second Floor : 437.00 SQM
Third Floor : 559.00 SQM
Fourth Floor : 447.00 SQM
Fifth Floor : 444.00 SQM
Sixth Floor : 246.00 SQM
Seventh Floor : 108.00 SQM
2241.00 SQM ONE SQM 540.00 1210140

nomianl reinforcement as directred by Engineer - In
- Charge with dubara sponge finishing,including
operationals &incidental,cost and conveyance of
cement, wire mesh water to work site, centering,
scaffolding and form work,lift charges etc., and
item of work but excluding cost of steel and its
fabrication charges for finished item of work(APSS
NO.403&903)


thickness between 7-8 mm 1st quality conforming
to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of
any colour and finish in all shades and designs as
approved by Engineer-in-charge, set over base
coat of cement mortar (1:8), 12mm thick using
screened sand over CC bed already laid or RCC
roof slab, including neat cement slurry of honey like
consistency spread @ 3.3 Kgs per sqm & jointed
neatly with white cement paste to full depth mixed
with pigment of matching shade, including cost of
all materials like cement, screened sand , water and
tiles etc., and overheads & contractors profit
707)

charged stain free full body porcelain vitrified
tiles with double layer pigment of Size 600 x 600
mm and thickness between 8-10 mm 1st quality
conforming to IS:13711, IS:13712, IS:13630 (Parts
1 to 15) of any colour and finish in all shades and
designs with borders and design as per the
approved flooring pattern as directed by the
Engineer-In -Charge, laying tiles using spacers of
2mm thick, set over a base coat of CM (1:8)
prop. 12mm thick using screened sand over CC
bed already laid or RCC roof slab , including neat
cement slurry of honey like consistancy spread @
3.3 kgs per sqm. and jointed neately with white
matching shade including cost and conveyance of
all materials like cement, sand, water, tiles, white
cement etc., to site (excluding cost of C.C. bed)
including cost of base coat and all labour charges
for mixing of cement mortar, laying tiles to
required slope as directed by the Engineer- in-
charge etc.,and overheads & contractors profit
707)
23 Flooring with 16 mm to 18 mm thick high

polished granite stone slabs other than black
and regular colours (i.e. of shades like paradiso /
bala flower / copper silk / laka red / lavender blue)
with borders and design as per the pattern
approved by the Engineer-in-Charge of length not
less than 2.43 mts set over base coat of cement
grey cement slurry of honey like consistency spread
@ 3.3 Kg per sqm and jointed neatly with white
cement paste mixed with pigment of matching
shade to full depth including cost and conveyance
of all materials like cement , sand , water , granite
slabs etc., to work site and all operational,
incidental labour & lift charges, polishing charges,
cost of base coat and overheads & contractors
profit complete for finished item of work (S.S.701 &
special)

polished granite stone slabs black colour as
grey cement slurry of honey like consistency spread
shade to full depth including cost and conveyance
of all materials like cement , sand , water , granite
slabs etc., to work site and all operational,
incidental labour & lift charges, half rounding the
edge , polishing charges, cost of base coat and
item of work for platforms (S.S.701 & special)
25 Providing window sills with 16 mm to 18 mm

thick high polished granite stone slabs black
colour as approved by the Engineer-in-Charge set
over base coat of cement mortar (1:8) , 20mm thick
using screened sand over CC bed already laid
including neat grey cement slurry of honey like
neatly with white cement paste mixed with pigment
of matching shade to full depth including cost and
conveyance of all materials like cement , sand ,
water , granite slabs etc., to work site and all
operational, incidental labour & lift charges, half
rounding the edge , polishing charges, cost of base
coat and overheads & contractors profit complete


machine crushed metal and screened sand laid
over CC bed already laid or RCC roof slab, in
alternate panels of size not exceeding 1.50 m x
1.50 m, using glass strips and finishing the top
surface to required smoothness and slopes and
thread lining including cost of all materials like
cement, metal sand and water and overheads &
(APSS No.701 & 710)
26 Flooring with chequered Cement Concrete

heavy duty tiles conforming to IS: 13801 using
aggregates, cement, pigments of size 300mm x
300 mm and thickness 25 mm of any shades as
approved by Engineer - In - Charge set over base
coat of cement mortar (1:6), 12 mm thick using
screened sand over CC bed alredy laid or RCC roof
slab including neat cement slurry of honey like
consistency spread @ 3.3 kgs per sqm and jointed
with neat white cement to full depth mixed with
pigment of matching shade including cost and
water and tiles etc.,and overheads & contractors
27 Supply and application of epoxy flooring of light

green or light blue colour in Operation Theatres
and labour rooms seamless joint free finish with
3mm thickness and anti slip & water washable
chemical resistance durable and non particle
shedding with attractive finishing including cost and
conveyance of all materials and all labour charges,

644.00 SQM ONE SQM 1940.00 1249360
28 Supply and fixing of Vinyl Flooring Sheets/ tiles

having a nominal total thickness of 2 mm with a
wearing surface impregnated polyurethane
homogeneous mixture of PVC, Plasticizers,
Urethane, color pigments with wearing resistance
and Fire Resistance as per standards including
cost and conveyance of all materials, adhesives for
fixing, all labour charges, overheads & contractors
profit etc., complete for finished item of work in all
floors
Third Floor : 42.00
306.00 SQM ONE SQM 1023.00 313038

pattern approved by the Engineer-in-Charge of
length not less than 2.43 mts set over base coat of
cement mortar (1:5) , 12mm thick using screened
sand over CC bed already laid or RCC roof slab
operational, incidental labour & lift charges, full
rounding the edges of treads , providing 3 grooves
polishing charges, cost of base coat and overheads
work for treads and risers (S.S.701 & special)
a Treads
b Risers


porcelain vitrified tiles with double layer
pigment of Size 600 x 600 mm and thickness
between 8-10 mm of any colour and finish in all
shades and designs, length equal to flooring tiles,
flushed to wall surface to set over base coat of
CM(1:5) 12 mm thick using screened sand with
cement slurry of honey like consistency spread at
shade to full depth, including cost of all materials
like tiles, cement, sand and water etc.,and
31 Supply and application of epoxy coving 50mm x

50mm width at the corners of the all walls in
Operation Theatres, labour rooms including cost
and conveyance of all materials and labour
charges, overheads and contractor profit etc.,
complete for finished item of work .
1350.00 SQM ONE SQM 536.00 723600

with High Polished Granite 16 mm to 18 mm
thick up to 8'-00 (2.43 M) other than black and
regular colours, length equal to flooring slabs set
over base coat of CM(1:5) 12 mm thick using
consistency spread at the rate of 3.30 kgs per sqm
pigment of matching shade to full depth, including
cost of all materials like tiles, cement, sand and
water etc., and overheads & contractors profit

Granite 16 mm to 18 mm thick up to 8'-00 (2.43
M) other than black and regular colours, length
equal to flooring slabs set over base coat of
like tiles, cement, sand and water etc., and
item of work.

body ceramic wall tiles of size 300 x 450 mm /
320 mm x 400 mm and thickness 6 mm 1st quality
Charge flushed to wall surface set over base
coat of CM(1:5) 12 mm thick using screened sand
with cement slurry of honey like consistency spread
at the rate of 3.30 kgs per sqm and jointing with
item of work.

porcelain wall tiles of size 300mm x 600 mm with
any type of design texture such as marble finish,
wooden, bamboo, stone finishes etc., scratch less,
stain free and thickness between 6-8 mm 1st quality
approved pattern as approved by Engineer-in-
Charge flushed to wall surface set over base coat
of CM(1:5) 12 mm thick using screened sand with
item of work.

36 Providing plinth protection using plain Cement

13801 using aggregates, cement, pigments of size
300 x 300 mm and thickness 20 mm of any shade
for a width of 1200mm set over base coat of
cement mortar (1:6), 12 mm thick using screened
sand over PCC(1:5:10) bed 100mm thick along
with drain constructed with 225 mm thick walls
using fly ash cement / lime solid blocks of size
290mm x 225mm x 140mm from approved source
having minimum crushing strength of 50 Kg/Sqcm.
and plastering 2mm thick two coats with base coat
of 8mm thick in CM (1:6) and top coat of 4mm thick
in CM (1:4) for brick masonry drain, laying of tiles in
between basement of the building and brick wall
and as directed by the Engineer - in - charge
including cost and conveyance of all materials to
site, all labour charges like mixing of cement
concrete, laying, curing, overheads & contractor


38 Supplying and fixing of stainless steel (grade
304) hand railing as per approved drawing with top
rail of 50mm dia pipe and 2mm thick medium class
and vertical posts of 25mm dia and 1.6mm thick
medium class 1 No for each step fixed with base
plate of 25mm dia using bonding agent and anchor
fastner and welding, drilling of 25mm dia holes with
pneumatic compressor for fixing railing, buffing,
polishing all members of the railing thouroughly ,
lacquer finishing to present seamless finish
electrodes, welding charges, cost of all
consumables, labour charges , overheads &
contractors profit etc., complete for finished item of
work.
First Floor : 53.00 SQM
357.00 SQM ONE SQM 3040.00 1085280

304) railing for ramp and along staircase wall as
per approved drawing with top rail of 50mm dia pipe
and 2mm thick medium class fixed in to wall with
25mm dia pipe of 0.30m length @ 1m centre to
centre and welding, buffing, polishing all members
of the railing thouroughly , lacquer finishing to
present seamless finish including cost and
First Floor : 342.00 RM
Second Floor : 354.00 RM
Third Floor : 354.00 RM
Fourth Floor : 354.00 RM
Fifth Floor : 354.00 RM
Sixth Floor : 350.00 RM
Seventh Floor : 302.00 RM

2410.00 RM ONE RM 1428.00 3441480

304) grip bars 200mm length bars in toilets as
per approved drawing with 25mm dia pipe with
base plates 2 Nos., buffing, polishing thouroughly ,
lacquer finishing to present seamless finish
First Floor : 342 Nos
Second Floor : 354 Nos
Third Floor : 354 Nos
Fourth Floor : 354 Nos
Fifth Floor : 354 Nos
Sixth Floor : 350 Nos
Seventh Floor : 302 Nos
2410 Nos ONE Nos 295.00 710950
40 Providing 110 mm Dia ISI marked PVC down 1409.00 RM ONE RM 275.00 387475
water take pipes with single socket , 2.5mm thick
4.0 kg/sq.cm pressure of ISI marked including cost
of necessary PVC Bends, couplers, shoes, iron /
PVC clamps and all other accessories and fixing in
position including cost and conveyance of all
materials, operational & incidental charges
including all labour charges for fixing at site etc.,
treatment to the expansion joints on terrace
(Size : 25mm x 12mm): Application of one coat of-
High performance specially designed SBR latex
polymer based bonding agent– ROOFBOND SBR
(Armstrong) / POWER n BOND SBR (EBT) /
NITOBOND SBR (Fosroc) ZORIBOND SBR
(PMCC)/ SIKA LATEX (Sika) WATERSHIELD
BOND SBRASTM - C 920 -95 /DIN 18549 TT -S-
00227E or equivalent mixing with cement as per
manufacturers c] Providing and application of
Acrylic Polymer modified reinstatement
concrete/mortar admixture with - OOFCRETE AR
(Armstrong ) / ZORIGROUT CMG (PMCC) /
POWER n GUARD ARM (EBT) / WATERSHIELD
AR / Fosroc to finish the damaged edges of joint
and making the groove. d]. Providing and fixing of
masking tape on top of the joint both sides. e].
Providing and fixing of Back up support material of
Polyethelene foam to leave the depth of 12mm on
the joint. f]. Providing and application of one coat of
polysulphide primer with – Polysulphide primer on
inner edge on joints. g]. Providing and application of
Two part Polysulphide sealant to a width of 25mm
and 12mm depth with - ROOFSEAL PS
(Armstrong ) / POWER n SEAL PS (EBT)
/NITOSEAL PS 200 (Fosroc)/ ZORISEAL PS
(PMCC) / SIKA POLYSULPHIDE (Sika) /
WATERSHIELD PSComplies with BS 4254 - 83 or
WATERSHIELD PS including cost and conveyance
of all materials, labour charges, overheads &
work
574.00 RM ONE RM 738.00 423612
42 Providing and fixing of Expansion joint filler

board for buildings, columns, beams and slabs
25 mm thick including cost and conveyance of all
materials to site, all incidental, operational, labour
charges etc.overheads & contractors profit
complete for finished item of work as per approved
drawing for all floors

119.00 SQM ONE SQM 374.00 44506
43 Providing and fixing of 24 gauge alluminium

sheet over expansion joint groove of width
15cm fixed to walls / columns at one edge and
resting over the other block walls/columns
concealing expansion joint with slotted holes for
free edge of aluminium sheet to facilitate free
movement of aluminium sheet over the finished
surface of expansion joint and wall face using sheet
metal screws with nylon receiver complete including
cost and conveyance of all materials to site, all
incidental, operational, labour charges , overheads
& contractors profit etc., complete for finished item
of work as per approved drawing (for all floors for
vertical joints and bottom of slab)
574.00 RM ONE RM 73.00 41902

direction of Engineer-In-Charge. The joints
system will be of extruded aluminum base
members, self aligning / self centering
arrangement and support plates etc. as per
ASTM B221-02. The system shall be such that it
provides floor to floor /floor to wall expansion
control system for various vertical localtion in load
application areas that accommodates multi
components. System shall consist of metal profiles
with a universal aluminum base member designed
to accommodate various project conditions and
finish floor treatments. The cover plate shall be
designed of width and thickness required to satisfy
projects movement and loading requirements and
secured to base members by utilizing
manufacturer’s pre-engineered self-centering
arrangement that freely rotates / moves in all
directions. The Self – centering arrangement shall
exhibit circular sphere ends that lock and slide
inside the corresponding aluminum extrusion cavity
to allow freedom of movement and flexure in all
directions including vertical displacement. Provision
of Moisture Barrier Membrane in the Joint System
to have watertight joint is mandatory requirement all
as per the manufactures design and as approved
by Engineer -in- Charge . (Material shall confirm to 200.00 RM ONE RM 7473.00 1494600

related with wall joint (internal/ external)
location as per drawings and direction of
Engineer-In- Charge. The joints shall be of extruded
aluminum base members, self aligning / centering
arrangement and support plates as per ASTM
B221- 02. The material shall be such that it
provides an Expansion Joints System suitable for
vertical wall to wall/ wall to corner application, both
new and existing construction in office Buildings &
complexes with no slipping down tendency amongst
the components of the Joint System. The Joint
System shall utilize light weight aluminum profiles
exhibiting minimal exposed aluminum surfaces
mechanically snap locking the multicellular to
facilitate movement. (Material shall confirm to
ASTM 6063.)
1200.00 RM ONE RM 5006.00 6007200

of approved make and manufactures for various
roof locations as per approved drawings and
direction of Engineer-In-Charge. The joints shall
be of extruded aluminum base members with,
self aligning and self centering arragement
support plates asper ASTM B221-02. The system
shall be such that it provides watertight roof to
roof/roof to corner joint cover expansion control
system that is capable of accommodating
multidirectional seismic movement without stress to
its components. System shall consist of metal
profile that incorporates a universal aluminum base
member designed to accommodate various project
conditions and roof treatments. The cover plate
shall be designed of width and thickness required to
satisfy movement and loading requirements and
secured to base members by utilizing
manufacturer’s pre-engineered self-centering
arrangement that freely rotates / moves in all
directions. The Self centering arrangement shall
exhibit circular sphere ends that lock and slide
inside the corresponding aluminum extrusion cavity
to allow freedom of movement and flexure in all
directions including vertical displacement. The Joint
System shall resists damage or deterioration from
the impact of falling ice, exposure to UV, airborne
contaminants and occasional foot traffic from
maintenance personnel. Provision of Moisture
47 Providing and fixing in true horizontal level 15

mm - Mineral Fiber Ceiling tile of 595 x 595
(Square edge Fissura fine model) using hot
dipped Galvanized Steel section exposed surface
with pre-coated capping, main Tee of size 24 x 32
mm at every 1200 mm c/c maximum and rotary
stitched cross tee of size 24 x 27 mm at every 600
mm c/c and sub-cross tee of size 24 mm x 25 mm
at 1200 mm c/c and wall angle of size 19 x 19 mm
fixed to periphery of the wall and the above grid is
suspended at every 1200 mm c/c in both directions
using 2.0 mm thick pre-straightened GI Wire
including cost and conveyance of all materials and
labour charges such as cutting , fixing of standing of
frame work exposing roof making, overheads &
work in all floor in all floors.hed item of work in all
floor in all floors.

43553.00 SQM ONE SQM 975.00 42464175

position tabular trusses of approved design with
M.S tube conforming to I.S specifications including
roof frame work consisting of rafters, ties struts and
purlins including cost of foundations bolts, cleats,
bearings plates, etc., complete as per the approved
drawing including cost and conveyance of all
materials, labour charges for fabrication and fixing,
hire charges of all tools and plants, all incidental
charges, overheads and contractor profit etc.,
complete for finished item of work in all floors as
directed by the Engineer-in-Charge
Eighth Floor : 12231.00 Kgs ONE Kgs 108.00 1320948
49 Roofing with UV resistant multi-wall

polycarbonate sheets of any colour 10mm thick
fixed with Aluminium Universal glazing set 40mm
wide and as per drawing etc., complete including
cost and conveyance of all materials, labour
charges, overheads and contractors profit etc., but
excluding the cost of purlins, rafters, trusses,
aluminium universal glazing set complete for
50 Supplying and fixing Aluminium Universal

glazing set 40mm wide for jointing and fixing

brushing the surface to remove all dirt and remains
of loose powdered materials including cost of all
contractors profit complete for finished item of work
in all floors.

Eighth Floor : 62.00 SQM

52235.00 SQM ONE SQM 42.00 2193870
52 Providing and applying Wall putty of White

Cement or Polymer or Cement based of average
1 to 2 mm thickness over plastered surface to
prepare the surface even and smooth after
thoroughly brushing the surface to remove all dirt
and remains of loose powdered materials, applying
emery paper, Sand the surface, clean & wipe off
loose dust, applying knifing paste filler by putty knife
/ muslin pad, air dry for 2 - 3 hrs, sand with 180 and
320 No., emery paper for the surface preparation
work site and all operational, incidental, labour
charges, over heads and contractors profit etc.,
internal walls.
118867.00 SQM ONE SQM 197.00 23416799

cement primer of interior grade I and two coats
of synthetic polymer luxury plastic emulsion
paint of superior grade having VOC (Volatile
Organic Compound) content less than 50
grams/litre for internal walls including cost and
conveyance of all materials to site, incidental,
operational and all labour charges etc., and

118981.00 SQM ONE SQM 193.00 22963333

materials to site, incidental, operational and all
labour charges etc., and overheads & contractors
profit complete for finished item of work in all floors.
42958.00 SQM ONE SQM 0.00 0
55 Providing and applying water proof wall putty of

white cement or polymer or cement based of
average 1 to 2 mm thickness over plastered surface
to prepare the surface even and smooth after
loose dust, applying knifing paste filler by putty knife
/ muslin pad, air dry for 2 - 3 hrs, sand with 180 and
320 No., emery paper for the surface preparation,
applying one coat of cement primer of interior
grade-1 and two coats of poy-urethane paint of
light green or light blue colour with 1mm
thickness with anti fungal and anti bacterial
chemical resistance durable and non particle
shedding including cost and conveyance of all
materials to work site and all operational, incidental,
labour charges, over heads and contractors profit
etc., complete for finished item of work in all floors
for internal walls and ceiling of Operation
Theatre and labour rooms.

1519.00 SQM ONE SQM 431.00 654689
56 Painting to new wood work and flush shutters

with lappam finish , over a primary coat and
painting two coats of synthetic enamel paint
Grade-I VOC (Volatile Organic Compound) content
less than 50 grams/litre of approved shade
site cost of primer coat and all labour charges etc.
complete including applying sand paper on lappam
coats for neat finish and overheads & contractors
profit complete in all floors (APSS No.1200, 1207 &
1211).
2115.00 SQM ONE SQM 199.00 420885

less than 50 grams/litre over primer coat of red
oxide to new iron work including cost and
item of work in all floors. (SS No. 1201, 1212 &
1207).

3448.00 SQM ONE SQM 174.00 599952

No., emery paper and then with 320 No., emery
paper, clean & wipe off loose dust, applying suitable
knifing paste filler / wood filler by putty knife / muslin
pad, air dry for 2 - 3 hrs, sand with 180 and 320
No., emery paper, apply two component wood
sealer, air dry for 24 hrs, sand with 320 No emery
paper, applying one coat of approved spraying
thinner (for spraying)/ applying one coat of
approved brushing thinner or general purpose
thinner (for brushing) and apply (either with spray or
brush) two coats of approved brand melamine
including cost & labour charges, emery papers, cost
of thinner & melamine polish, over heads and
work
59 Supply and fixing of two shutter main door cum

fixed window as per approved drawing with best
teak wood frame of section 150mm x 100 mm with
fixed fan light of 500mm at top and fixed panels of
600mm width at sides fixed with 12mm thick Tinted
- Bronze/Green glass using 12mm x 12mm teak
wood beading and fixing ornamental grill made of
25mm x 5mm MS flats as per the approved drawing
in fan light portion and fixed panels and 1st class
teak wood top and middle rails & styles of section
120mm x 35mm, bottom rail of size 150mm x 35mm
and 12mm thick plain float glass for shutter with
ornamental etching including cost and
fasts of size 300 mm x 40 mm x 5mm including cost
of ISI marked brass fixtures of 8 Nos butt
hinges(IS:205) 250mm long , 1 No. aldrop
(IS:2681) 450mm long, 3 Nos tower bolts- 10mm
(IS:204) of 200 mm long , 2 Nos 450 mm long fancy
handles, 2 Nos door stoppers, 2 Nos. Rubber /
Nylon door stop bushes including fixing the
fixtures to door with required number of screws, bolt
and nuts including labour charges for fixing the
frame in position, fixing the shutters to the frame,
fixing glass in fan light portion etc., including
flooring for a depth of not less than 40 mm)
(3000mm x 2600mm)

drawings with medium teak wood frame of
section 100mm x 65 mm with fixed / split type fan
light of 500mm at the top fixed with 4mm thick pin
headed glass using 12mm x 12mm Teak Wood
beading and 2 Nos. of 10mm MS Square bars and
ISI marked flush door shutter of 30mm thick double
shutters with bond wood solid block board type core

frame, flush shutter, laminate sheet including
supply and fixing 6 Nos. MS Z hold fasts of size
300 mm x 40 mm x 5mm including cost of ISI
marked Aluminium fixtures of 6 Nos. butt hinges
(IS:205) 150mm long, 1 No. aldrop (IS:2681)
300mm long, 2 Nos. tower bolts - 10mm (IS:204) of
200 mm long at top, 2 Nos. 150mm long handles
(IS:208), 2 Nos. door stoppers and 2 Nos. Rubber /
and nuts including labour charges for fixing the
frame in position, fixing the shutter to the frame,
fixing glass in fan light portion etc., including
item of work as per APSS 1001 & 1002 The vertical
frame of door shall be embedded in flooring for a
depth of not less than 10 mm) (1800mm x
2600mm)

257.40 SQM ONE SQM 4051.00 1042727

section 100mm x 65 mm with split type fan light of
glass using 12mm x 12mm Teak Wood beading
and 2 Nos. of 10mm MS Square bars and ISI
marked flush door shutter of 30mm thick double

Alumimium fixtures of 6 Nos. butt hinges (IS:205)
150mm long, 1 No. aldrop (IS:2681) 300mm long,
2 Nos. tower bolts (IS:204) of 200 mm x 10 mm dia
at top, 2 Nos. 150mm long handles (IS:208), 2 Nos.
door stoppers and 2 Nos. Rubber / Nylon door stop
bushes including fixing the fixtures to door with
required number of screws, bolt and nuts including
labour charges for fixing the frame in position, fixing
the shutter to the frame, fixing glass in fan light
portion etc., including overheads & contractors
profit complete for finished item of work as per
APSS 1001 & 1002 (The vertical frame of door shall
be embedded in flooring for a depth of not less than
10 mm) (1500mm x 2600mm)

570.12 SQM ONE SQM 4335.00 2471470

100mm x 65 mm with split type fan light of
marked flush door shutter of 30mm thick double

top, 2 Nos. 150mm long handles (IS:208), 2 Nos.
the shutter to the frame, fixing glass in fan light
portion etc, including overheads & contractors profit
complete for finished item of work as per APSS
mm) (1200mm x 2600mm)
496.08 SQM ONE SQM 4694.00 2328600

100mm x 65 mm with split type fan light of 500mm
at the top fixed with 4mm thick pin headed glass
using 12mm x 12mm Teak Wood beading and 2
Nos. of 10mm MS Square bars and ISI marked
flush door shutter of 30mm thick single shutter with
bond wood solid block board type core having cross
bands and face veneers, hot pressed bonded with
water proof phenol formaldehyde synthetic resin
factory made conforming to IS 2202-1991 (Part-I)
both sides commercial ply with internal lipping on all
sides fixing 1mm thick mat finish laminated
sheet to full width and height of the flush
shutter both sides including cost and conveyance
to site of teak wood frame, flush shutter, laminate
sheet including supply and fixing

5mm including cost of ISI marked Aluminium
fixtures of 3 Nos. butt hinges (IS:205) 150mm long ,
1 No. aldrop (IS:2681) 300mm long, 1 No. tower
bolt (IS:204) of 200 mm x 10 mm dia at top, 2 Nos.
150mm long handles (IS:208), 1 No. door stopper
and 1 No. Rubber / Nylon door stop bushes
etc, including overheads & contractors profit
mm) (1000mm x 2600mm)
1414.40 SQM ONE SQM 4671.00 6606662

colour sliding glazed door comprising of uPVC
sash extruded profiles duly reinforced with 1.60 ±
0.2 mm thick galvanized mild steel section made
from roll forming process of required length (shape
& size according to uPVC profile), appropriate
dimension uPVC extruded glazing beads, uPVC
extruded interlock and uPVC extruded Inline sash
adaptor (if required), EPDM gasket, wool pile, zinc
alloy(white powder coated) handle with key on one
side of extreme panels along with zinc plated mild
steel multi point locking having transmission gear
with keeps, zinc alloy (white powder coated)
cresent lock (if required), stainless steel (SS 304
grade) body with adjustable double nylon rollers
(weight bearing capacity to be 120 kg), G.I
fasteners 100 x 8 mm size for fixing frame to
finished wall and necessary stainless steel screws
fusion welded at all corners, including drilling of
holes for fixing hardware and drainageof water etc.
After fixing frame the gap between frame and
adjacent finished wall shall be filled with weather
proof silicon sealent over backer rod of required
size and of approved quality, all complete as per

mesh and silicon sealent, all materials, labour
charges for fixing, overheads and contractor profit
etc., complete for finished item of work. Note: For
uPVC frame and sash extruded profiles minus 5%
shall be acceptable. Variationin profile dimension in
higher side shall be accepted but no extra payment
on this account shall be made.
a) Two track two panels sliding door made of (big

sqm)
47.25 SQM ONE SQM 6140.00 290115

medium teak wood frame of section 100mm x 65
mm and ISI marked flush door shutters of 30 mm
thick double shutters with bond wood solid block
board type Core having cross bands and face
veneers, hot pressed bonded with water proof
phenol formaldehyde synthetic resin factory made
conforming to IS 2202-1991 (Part-I) both sides
commercial ply with internal lipping on all sides,
fixing 1mm thick mat finish laminated sheet to
full width and height of the flush shutter both
sides including cost and conveyance to site of teak
wood frame, flush shutter, laminate sheet including

top, 2 Nos. 150 mm long handles (IS:208), 2 Nos.
the shutter to the frame etc, including overheads &
as per APSS 1001 & 1002 (The vertical frame of
door shall be embedded in flooring for a depth of
not less than 10 mm) (2000mm x 2100mm)

thick single shutter with bond wood solid block
supply and
fixing 6 Nos. MS Z hold fasts of size 300 mm x 40
fixtures of 3 Nos. butt hinges (IS:205) 150mm long,
bolt (IS:204) of 200 mm x 10 mm dia at top , 2 Nos.
150 mm long handles (IS:208), 1 No. door stopper
262.71 SQM ONE SQM 5077.00 1333779
67 Supplying and fixing single side prelam solid

panel PVC door frame (Choukhat): Providing and
fixing factory made Pac single side Prelam door
frame of the size 50x7 mm with a wall thickness of
5mm, made out of extruded 5mm rigid Pac single
side prelam sheet, meter cut at two corners and
joined with 2 Nos. of 150mm long brackets of 15 x
15mm MS Square tube. The two vertical door
profiles are to be reinforced with 19 x 19mm MS.
square tube of 19 guage. The door frame shall be
fixed to the wall using 65/100mm long MS. Screws
through the frame by using Pac fasteners. a
minimum of 4 Nos. of screws to be provided for
each vertical member and minimum 2nos. for
horizontal member etc. complete as per
manufacture specification and direction of
Engineer-incharge including conveyance of all
materials, labour charges for fixing, overheads &
work in all floors for door of size 800mm x
2100mm.

2970.00 RM ONE RM 375.00 1113750

moulded door shutter- wood free consisting of
frame made out of MS. tubes 19gauge thickness
and size of 25mmX25mm for styles, top and bottom
rails. MS. Frame shall have a coat of steel primers.
The inner panel shall consist of 25mm thick high
density EPS conforming to IS 4671-1984 bounded
with 2mm thick termite proof, water proof and fire
resistant moulded Pac sheet with 2,4,6 raised panel
design in different plain and / or pre-lam colours
after routing to the moulded design on one side and
2mm plain and / or pre-lam Pac sheet on other side
of the EPS. The edge of panel to be sealed with
lipping of 10mm wide PVC sheet bottom (made by
sticking 2 rigid foam sheet of 5mm thickness using
Pac solvent cement) and stiles sides
25mm(5mmX5) thick and 30mm width Pac sheet
fitted along MS tube for lock provision for lock
height 5mm thick Pac sheet of size
150mmX100mm fixed with upper and lower face of
inner side of EPS panel etc., complete as per
direction of Engineer – in-Charge, manufacture
specification and drawing including ISI marked
Aluminium fixtures 3 Nos. butt hinges (IS:205) of
150mm long, 1 No. aldrop (IS:2681) 250 mm long,
1 No. tower bolt (IS:204) of 150 mm x 10mm dia, 2
Nos. 125mm long handles (IS:208),1 No. Rubber /
Nylon door stop bushes including labour charges
for fixing the shutter to frame etc., including
2100mm
997.92 SQM ONE SQM 3753.00 3745194

69 Providing & Fixing of Scientific Doors with
metal door frames and door shutters made of
galvanize steel (base steel as per IS 513 of 0.58
mm thick D quality, galvanized as per IS 277 with
Zinc of 120 GSM). coated with Zinc Phosphate
Primer to receive any paint on site or finished with
Thermosetting Polyurethane paint of Aliphatic
Grade providing high levels of scratch resistance
and durability/Epoxy polyester powder for powder
coating paint thickness 50-60 microns (Dry film
thickness) outer frame section of 100 x 58 mm x 1.2
mm thick, shutter section of 0.80 mm thick
galvanized steel sheet pressed (roll formed) for
46mm thick fully flush, double skin door shell seam
joints at stile edges, in-fill of honeycomb Kraft paper
used to give the required rigidity and effective
acoustic insulation with 6” Tower bolt – 2 Nos., 6” D
handles – 2 Nos., 10” Aldrops – 1 No., Butt Hinges
– 6 Nos, Mortise Lock of approved quality – 1 No,
frames fixed to the concrete/masonry wall by
means of self expanding screws including cost and
fixing, overheads and contractor profit etc.,
double leaf doors (2000mm x 2600mm, 1800mm
x 2600mm)
36.40 SQM ONE SQM 11329.00 412376
70 Supply & Fixing of Lead Lined Stainless steel

Clean room door frames and shutters made of
Stainless steel grade of 304 hairline finish, frame
with 1.60mm (16SWG) thick hairline finish Stainless
steel grade of 304 formed to Single/double rebate
profile of size 100 mm x 58mm/ 143 x 58 mm, door
frames with a single / multi Layer of Lead sheet
varying thickness from 3mm /1mm to 2mm depends
on radiation level, the shutter with 1.2 mm thick
hairline finish Stainless steel grade of 304 formed to
provide a 46mm thick fully flush, double skin door
shell with Lock Seam joints at stile edges with a
single / multi Layer of Lead sheet varying thickness
from 3mm /1mm to 2mm depends on radiation
level. The lead sheets extend the full width and
height of the door. Lead thickness is to be equal to
the shielding in the adjacent wall. Hardware can be
provided with Stainless Steel Ball Bearing Butt
Hinges 3 mm thick fixed flush to the frame and
shutter etc., including overheads and contractor
floors

24.96 SQM ONE SQM 23906.00 596694

dimension of uPVC extruded glazing beads and
uPVC extruded interlocks, EPDM gasket, wool pile,
zinc alloy (white powder coated) touch locks with
hook, zinc alloy body with single nylon rollers
(weight bearing capacity to be 40 kg), G.I fasteners
100 x 8 mm size for fixing frame to finished wall and
necessary stainless steel screws etc. Profile of
frame & sash shall be mitred cut and fusion

fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent
sealent over backer rod of required size and of
drawing & direction of Engineer-in-Charge inclusive
of cost of Single / double glass panes of 4mm thick
pin headed glass, wire mesh and silicon sealent .
Note: For uPVC frame and sash extruded profiles
minus 5% tolerancein dimension i.e. in depth &
width of profile shall be acceptable.Variation in
profile dimension in higher side shall be accepted.
But no extra payment on this account shall be
made.
a) Two track two panels sliding window made of

frame 67 x 50 mm & sash 46 x 62 mm both having
wall thickness of 2.3 ± 0.2 mm and single glazing
bead / double glazing bead of appropriate
dimension .
2580.81 SQM ONE SQM 6640.00 17136578

a) Three track three panels sliding window with fly
proof SS wire mesh (Two nos. glazed & one no.
wire mesh panels) made of frame 92 x 44 mm &
sash 32 x 60 mmboth having wall thickness of 1.9 ±
0.2 mm and single glazing bead of appropriate
dimension
546.21 SQM ONE SQM 8935.00 4880386

profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket,G.I fasteners
100 x 8 mm size for fixing frame to finished wall,
plastic packers, plastic caps and necessary
stainless steel screws etc. Profileof frame shall be
mitred cut and fusion welded at all corners, mullion
(if required) shall be also fusion welded including
drilling of holes for fixing hardware and drainage of
water etc.

proof silicon sealant over backer rod of required
approved drawing & direction of Engineer-in-
Charge inclusive of cost of Single / double glass
panes and silicon sealant. Note: For uPVC frame,
sash and mullion extruded profiles minus
5%tolerance in dimension i.e. in depth & width of
profile shall be acceptable.Variation in profile
Fixed windows / Ventilators made of (small

series) frame 47 x 50mm & mullion 47 x 68 mm
both having wall thickness of 1.9 ±0.2 mm and
single glazing bead of appropriate dimension.

163.35 SQM ONE SQM 6624.00 1082030
73 Supplying and fixing of MS doors, grill to

windows, ventilators / in open court yards using
MS angles, flat, square bars including cost and
conveyance of all materials, cutting, bending,
welding, all operational charges, labour charges,
First Floor : 3660.00 Kgs
Second Floor : 8880.00 Kgs
Third Floor : 9075.00 Kgs
Fourth Floor : 10020.00 Kgs
Fifth Floor : 9285.00 Kgs
Sixth Floor : 6675.00 Kgs
Seventh Floor : 1935.00 Kgs
Eighth Floor : 195.00 Kgs
49725.00 Kgs ONE Kgs 89.00 4425525
74 Supplying and fixing of two shutter cupboards

as per drawing with medium teak wood frames of
size 75mm x 40mm and MDF Board Interior grade
both sides laminated 18mm thick for shutters with
18mm x 12mm teak wood beading alround and
supplying and fixing powder coated MS fixtures 3
Nos. butt hinges of size 100mm long(for each
shutter), tower bolt 2 Nos. of 100mm x 10mm, 2
Nos of handles 125mm long and standard locking
arrangements for shutters including cost and
conveyance of all materials to site, labour charges,
over heads and contractor profit etc., complete for

2192.00 SQM ONE SQM 2817.00 6174864

exceeding 300mm x300mm and 18-20mm thick
set over base coat of CM(1:3) 12 mm thick using
cost of all materials like natural stone, cement, sand
and water, scaffolding etc., and overheads &
76 Providing external cladding to walls with brick

tiles of size 230mm x 75 mm with 12mm thick
cost of all materials like tiles, scaffolding, cement,
sand and water etc., and overheads & contractors
77 Providing pitched roof cladding with terracota

tiles of size 125mm x 200mm and 12mm to
15mm thick set over base coat of CM(1:3) 12mm
thick using screened sand with cement slurry of
honey like consistency spread at the rate of 3.30
kgs per sqm and jointing with white cement paste
including cost of all materials like tiles, cement,
sand and water , scaffolding etc., and overheads &


S.No Description of Work Quantity Rate
1 Supplying, laying, filling, jointing and testing SWG SP-1 pipe
conforming to ISI 651 & 4127 with air tight Cement joints in CM
(1.5:1) prop. including excavation of trenches and socket pits in any
soil (except rock requiring blasting) and refilling with watering and
tamping to the required slope including cost and conveyance of all
materials to site and all labour charges , overheads & contractor profit
etc., complete for finished item of work (APSS NO 1301 & 1318)
a 152.40mm dia upto 1524.0mm (5') depth 200.00 Rmt 635.00
b 203.20mm dia upto 1524mm (5') depth 250.00 Rmt 860.00
2 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. 20.00 NO 3679.00

Masonry. Inspection chamber upto 914.4 mm (3'0") and fitted with
light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame and cover of
20 Kg including cost and conveyance of all materials like cement,
sand, bricks, water etc., to site, cost of seigniorage charges on all
materials and all incidental and operational, labour charges like
mixing cement mortar, constructing masonry, lift charges, curing ,
overheads & contractors profit etc., complete for finished item of work
as per Standard specification.
3 Supplying and fixing of SWG Gully traps 150mm x 100mm of ISI 18.00 NO 551.00
make confirming to IS 651 & 4127 with C.I grating & constructing
cement brick masonry in CM (1:6) prop., intermediate chamber and
fitted with 304.8 mm X 288.6 mm (12"x9") C.I Frame with hinged
cover of standard make as approved including cost and conveyance
of all materials to site, labour charges, overheads & contractors profit
4 Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber 20.00 NO 6269.0
as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using
2nd Class Clay Bricks of 225 mm thick from approved source having
a minimum crushing strength of 5 N/sq.mm including plastering with
cement mortar 1:3 prop; ½” thick both inside and outside fitted with
20” dia RCC manhole covers and frames including excavating pits up
to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and
laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal
and P.C.C. 1:2:4 benching and channel 100 mm thick as per
Standard specification and including cost and conveyance of all
materials like cement, sand, bricks, water etc., to site, cost of
seigniorage charges on all materials and all incidental and
operational, labour charges like mixing cement mortar, constructing
masonry, lift charges, curing , overheads & contractors profit etc.,
complete for finished item of work as per Standard specification.
5 Supplying and fixing of 4" (101.6mm) multi floor trap with jali - 965.00 NO 139.00
UPVC/SWR pipe fittings as per site requirements with standard
practice for all floors including cost and conveyance of all materials
to site, labour charges , overheads & contractors profit etc., complete
6 Supplying and fixing approved make wash down European Water 342 NO 5000.00
Closet of 1st quality conforming to IS:2556-Part-2-2004 of white
glazed with 'S' trap,supplying and fixing best Indian make plastic seat
and lid for European water closets with rubber or plastic Buffers as
per IS 2548-1996 and 10 litres capacity single flush PVC low level
cistern with internal components and fixed using required size of nails
and screws, 15 mm brass angle stop valve of quarter turn spindle
type of not less than 400 grams weight with internal threaded
conforming to IS 8931, 15mm PVC connections with brass union nuts
CP coated including cost and conveyance of all materials to site,
overheads & contractors profit etc., complete for finished item of
7 Supplying and fixing 580mm x 440mm long Orissa pan white glazed 81 NO 4276.00
Water Closet 1st quality ISI marked confirming to IS:2556-Part-3-
1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick -
ISI mark and providing masonry seat, CC squatting plate and 10 litres
capacity single flush PVC low level cistern Parryware or equivalent
with internal components fixed on 2 Nos. of teak wood blocks of size
76.20mm x 101.60mm using required size of nails, screws as
approved by Engineer-in-charge, angle stop cock 12.70mm dia. first
quality Indian make heavy duty Seiko/Senior/Nice or equivalent,
12.70mm PVC connection with brass union nuts CP coated ,
31.75mm brass plumber union, P trap or S trap of Indian W.C. shall
be encased on CC (1:2:4) 150mm alround well above the joint to stop
leakage at the joint etc., complete including cost and conveyance of
all materials to site, cost of CC bed, labour charges and seigniorage
charges, overheads & contractors profit etc., complete for finished
item of work.
8 Supplying and fixing Indian make Flat Back Wash Hand Basin 1st 405 NO 2410.00
quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm
with waste fittings like rubber plug, chain, 32 mm nominal size C.P.
Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted
with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality
Indian make heavy duty complete with standard CI brackets including
wooden blocks ,1 No.15mm PVC connection with brass union nuts
CP coated , 15 mm brass angle stop valve of quarter turn spindle
conforming to IS 8931, 30 mm nominal size dia PVC flexible waste
pipe of 914.4 mm length of Ist quality including cost and conveyance
of all materials to site, labour charges , overheads & contractors profit
for finished item of work
9 Supply & fixing soap dish Jaquar make queen series Chrome 493.00 NO 1642.00
plated with 7 years warranty including cost and conveyance of all
materials, labour charges for fixing , overheads & contractors profit
10 Supplying and fixing TV shape mirror with plastic frame of size 132.00 NO 540.00
609.6mm x 457.2mm, plywood back with NP screws 1st quality
including cost and conveyance of all materials, labour charges,
overheads & contractors profit for finished item of work in all floors.
11 Supply & Fixing of towel rail 24'' Jaquar make Continental series, 132.00 NO 1587.00
Chrome finish with 7 years warranty including cost and conveyance
of all materials to site, labour charges for fixing, overheads &
12 Supply & Fixing of Bibcock Jaquar Florentine (Quarter turn)series, 213.00 NO 1269.00
Chrome Finish with 7 years warranty including cost and conveyance
of all materials to site, labour charges for fixing, overheads &
13 Supplying and fixing Chromium plated finish brass body quarter turn 342.00 NO 4270.00
Bibcock cum Health Faucet with 1m long tube and wall hook with 7 -
10 years warranty with necessary fittings etc., complete including cost
and conveyance of all materials, labour charges, overheads &
contractor profit complete for finished item of work in all floors.
14 Supplying and fixing white glazed flat back half stall urinals of size 118.00 NO 3429.00
590 mm x 375 mm x 390 mm with integral flushing rim fixed with
screws complete Indian make (HSW/Parry/Neycer) conforming to
IS:2556-1995 as approved by Engineer-in-charge, including supply
and fixing 12.7mm PVC connection with brass plumber union nuts CP
coated, 12.70mm push cock 1st quality of approved make , 31.75
mm dia PVC flexible waste pipe of 914.4 mm length of Ist quality
including cost and conveyance of all materials to site, labour charges
etc., overheads & contractors profit complete for finished item of work
for all floors.
15 Supplying and fixing of 16mm to 20 mm thick polished marble slab 118.00 NO 1977.00
partitioins of size 4' 0" x 2' 0" for urinals including full rounding the
edges, fixing in position, polishing, including cost and conveyance of
all materials and labour charges, overheads & contractors profit
16 Supplying and fixing of 101.60mm x 609.60mm white glazed 70.80 RM 876.00

porcelain channels 1st quality fixed in brick masonry to the required
slopes, white cement pointing including cost and conveyance of all
materials and labour charges, overheads & contractors profit
17 Supply and fixing of Ashirvad/ Ajay/ Astral Flowguard or equivalent

CPVC Pipes and Fittings SDR 11 to meet the requirement of ASTM-
D 2846 and are produced in CTS (Copper Tube Sizes 1/2" to 2") for
hot and cold water (IS 15778:2007) including cost and conveyance of
all materials to site, labour charges for fixing, overheads &
a) 15.90mm OD pipe 1753.00 Rmt 69.00
b) 22.20mm OD pipe 5035.00 Rmt 106.00
c) 28.60mm OD pipe 880.00 Rmt 164.00
d) 34.90mm OD pipe 689.00 Rmt 260.00

e) 41.30mm OD pipe 180.00 Rmt 357.00
18 Supplying and fixing 65 mm Nominal Bore GI pipe Medium Grade 480.00 Rmt 858.00
properties & weight as per IS 1239 in ground or on wall with GI
fittings such as elbows tees couplings, nipples, plugs including
excavation for trenches and refilling the trenches ,chiselling masonry
walls and making good the walls & floors to the original surface and
fixing MS clamps on TW blocks on walls including cost and
conveyance of all materials and labour charges , overheads &
contractors profit complete for finished item of work except for GI
bends union and GI connectors with checkout and socket Tata or
Zenith make or equivalent
19 Supply and fixing of Ashirvad/ Ajay/ Astral Flowguard or equivalent

UPVC Pipes and Fittings SCH-40 Grade to meet the requirement of
ASTM-D 2846 for hot and cold water (IS 15778:2007) including cost
and conveyance of all materials to site, labour charges for fixing,
overheads & contractors profit complete for finished item of work at
all floor levels.
80 mm Dia 225.00 Rmt 966.00
100mm Dia 100.00 Rmt 1051.00
150mm Dia 280.00 Rmt 1420.00
20 Supplying and fixing Gunmetal Gate (GM) Bronze Gate/ Globe valves
as per IS-778 Class - I , Indian make heavy type including cost and
conveyance of all materials, labour charges, overheads & contractors
a) 20mm Nominal bore 300.00 NO 843.00
b) 25mm Nominal bore 100.00 NO 1204.00
c) 32mm Nominal bore 30.00 NO 1820.00
d) 40mm Nominal bore 15.00 NO 2464.00
e) 50mm Nominal bore 10.00 NO 3605.00
21 Supplying and fixing of SWR PVC pipes (Prince/ Sudhakar/ Kisan/

Supreme or any ISI brand) 6 Kg/Sq.cm. and fixing all special such as
plain bends, off sets, door bends, single junctions, double junctions
as per site requirement, fixing with PVC clamps if necessary with
required number of Bombay nails including cost and conveyance of
all materials to site, labour charges, overheads & contractors profit
complete for finished item of work at all floor levels. (APSS No. 1302
1319 & 1326)
a) 75mm dia 2951.00 Rmt 169.00
b) 90mm dia 366.00 Rmt 217.00
c) 110mm dia 1601.00 Rmt 243.00

22 Providing and Placing on Terrace (at all floor levels) polyetheylene 30000 Lit 5.91
water storage tank with double layer approved brand and
manufacture with cover and suitable locking arrangement and making
necessary holes for inlet and outlets and over flow pipes but without
fittings and base support for tanks including cost and conveyance of
all materials and labour charges, overheads & contractors profit
23 Construction of Brick masonry support for GI pipe of size 304.80mm x 150 NO 82.00
228.60mm x 228.60 mm with Brick in CM (1:6) prop including
plastering and finishing with 12mm thick in CM (1:5) including cost
and conveyance of all materials and all labour charges, overheads &
contractors profit complete for finished item of work for all floors.
24 Supply and Fixing of Surgucal Scrub: Surgical scrub sink should be 14.00 68820.00
designed for use in OT complex providing Surgeons with a
convenient sink for pre – OT scrub up. Each fixture should be
fabricated with 18 SWG gauge type 304 stainless steel and should be
seamless welded construction, polished to a stain finish. The scrub
sink should be provided with a water controlled value, waste
connections, stoppers and strainers. 4 Feet Length and 3 Feet Hight
with 2 Foot operated and 2 elbow taps should be there. Make :
Zindal/ Tata
25 Supplying and fixing of stainless steel sink of size 914.4 mm 24.00 NOS 7520.00
x457.2mm, 1mm thick of Indian make fixed on cantilever brackets
including supply and fixing 31.75mm C.P. waste coupling, 31.75 mm
dia PVC flexible waste pipe of 914.4 mm length of Ist quality ncluding
chiselling brick masonry wall and making good & restoring to original
surfaces overheads & contractors profit complete.for finished item of
work in all floors.
26 Supplying & Fixing Indian make white glazed vitreous china porcelain 139.00 NOS 5630.00
sink conforming to IS:2556-Part-5-1994 on cantilever brackets with
waste fittings like rubber plug, chain,32 mm nominal size C.P. Fitting
with parallel pipe thread conforming to IS:2963-1979 : 750 x 450 x
250
Sub Total (WS):
zianagaram District
Amount
(Rs.)
127000.00
215000.00
73580.00
9918.00
125380.00
134135.00
1710000.00
346356.00
976050.00
809506.00
71280.00
209484.00
270297.00
1460340.00
404622.00
233286.00
62020.80
120957.00
533710.00
144320.00
179140.00
64260.00
411840.00
217350.00
105100.00
397600.00
252900.00
120400.00
54600.00
36960.00
36050.00
498719.00
79422.00
389043.00
177300.00
12300.00
963480.00
180480.00
782570.00
12996755.80
Detailed Estimate - Ground Floor
S.NO DESCRIPTION NOS L(M) B(M) D(M) QUANTITY
1 Earth work excavation
F4 4 1.950 1.950 2.500 38.03
F5 38 2.150 2.150 2.500 439.14
F6 2 2.350 2.350 2.500 27.61
F7 27 2.550 2.550 2.500 438.92
F8 3 2.750 2.750 2.500 56.72
F9 4 2.950 2.950 2.500 87.03
F10 9 3.150 3.150 2.500 223.26
F11 18 3.350 3.350 2.500 505.01
F12 8 3.550 3.550 2.500 252.05
F13 22 3.750 3.750 2.500 773.44
F14 16 3.950 3.950 2.500 624.10
F15 15 4.150 4.150 2.500 645.84
F16 16 4.350 4.350 2.500 756.90
F17 14 4.550 4.550 2.500 724.59
F18 21 4.750 4.750 2.500 1184.53
F19 21 4.950 4.950 2.500 1286.38
F20 26 5.150 5.150 2.500 1723.96
F21 6 5.350 5.350 2.500 429.34
F22 1 5.550 5.550 2.500 77.01
F23 1 5.750 5.750 2.500 82.66
F24 4 3.325 3.325 2.500 110.56
F25 2 3.425 3.425 2.500 58.65
F26 2 3.425 3.425 2.500 58.65
F27 4 3.650 3.650 2.500 133.23
RF-1 1 4.750 3.950 2.500 46.91
RF-2 1 4.950 3.750 2.500 46.41
CF-1 2 6.950 3.950 2.500 137.26
CF-2 2 4.200 6.550 2.500 137.55
CF-3 2 6.850 3.750 2.500 128.44
CF-4 4 7.450 5.825 2.500 433.96
CF-5 2 6.850 3.750 2.500 128.44
CF-6 2 3.550 5.650 2.500 100.29
CF-8 2 6.400 3.550 2.500 113.60
CF-9 1 8.700 5.150 2.500 112.01
CF-10 2 8.100 4.550 2.500 184.28
CF-11 1 5.250 3.150 2.500 41.34
CF-12 1 5.700 5.150 2.500 73.39
CF-13 1 5.700 6.110 2.500 87.07
CF-14 1 5.900 4.350 2.500 64.16
CF-15 1 4.360 8.050 2.500 87.75
CF-16 1 7.575 4.350 2.500 82.38
CF-17 1 6.800 4.150 2.500 70.55
CF-18 2 10.350 5.750 2.500 297.56
CF-19 1 3.950 6.300 2.500 62.21
CF-20 1 8.280 4.100 2.500 84.87
CF-21 1 7.385 4.350 2.500 80.31
CF-22 1 8.100 4.750 2.500 96.19
CF-23 1 9.035 6.450 2.500 145.69
CF-24 1 4.153 3.980 2.500 41.32
RAFT-1 2 2.050 7.050 2.500 72.26
RAFT-1 2 1.850 2.250 2.500 20.81
RAFT-2 2 2.050 5.080 2.500 52.07
RAFT-2 2 1.850 2.250 2.500 20.81
RAFT-3 2 5.750 3.145 2.500 90.42
APMSIDC-MTM IPD-DET-GF 608 OF 3032

RAFT-3 2 1.950 2.690 2.500 26.23
RAFT-3 2 2.150 2.150 2.500 23.11
RAFT-3 2 2.000 1.050 2.500 10.50
RAFT-4 2 2.375 5.800 2.500 68.88
RAFT-4 2 1.950 4.150 2.500 40.46
RAFT-4 2 1.795 2.050 2.500 18.40
RAFT-5 1 3.445 3.565 2.500 30.70
RAFT-6 1 5.750 7.175 2.500 103.14
RAFT-7 1 7.225 1.450 2.500 26.19
RAFT-8 1 3.225 4.790 2.500 38.62
RAFT-8 1 2.350 2.350 2.500 13.81
RAFT-8 1 4.340 2.350 2.500 25.50
RAFT-8 1 2.250 2.250 2.500 12.66
RAFT-9 1 3.895 3.355 2.500 32.67
RAFT-10 1 3.840 3.705 2.500 35.57
RAFT-11 1 4.590 5.050 2.500 57.95
RAFT-11 1 1.865 1.450 2.500 6.76
RAFT-12 1 5.825 3.780 2.500 55.05
RAFT-13 1 2.350 4.250 2.500 24.97
RAFT-14 1 8.885 4.350 2.500 96.62
RAFT-15 1 2.350 4.250 2.500 24.97
RAFT-16 1 2.150 5.435 2.500 29.21
RAFT-16 1 1.555 4.290 2.500 16.68
RAFT-16 1 2.750 5.290 2.500 36.37
RAFT-16 1 2.150 5.290 2.500 28.43
RAFT-17 1 8.690 2.750 2.500 59.74
RAFT-17 1 3.525 1.690 2.500 14.89
RAFT-18 1 2.050 1.750 2.500 8.97
RAFT-18 1 1.850 2.340 2.500 10.82
RAFT-18 1 2.050 2.050 2.500 10.51
RAFT-18A 1 3.375 3.335 2.500 28.14
STRIP-1 2 2.230 4.985 2.500 55.58
STRIP-2 1 4.640 2.250 2.500 26.10
STRIP-3 1 4.655 2.600 2.500 30.26
For basement
All round the Building 1 1 1130.600 0.600 0.750 508.770
F4 -2 2.950 0.600 0.750 -2.66
F5 -32 1.150 0.600 0.750 -16.56
F6 -2 1.250 0.600 0.750 -1.13
F7 -18 1.350 0.600 0.750 -10.94
F8 -1 1.450 0.600 0.750 -0.65
F9 -3 1.700 0.600 0.750 -2.30
F10 -10 3.150 0.600 0.750 -14.18
F11 -11 3.350 0.600 0.750 -16.58
F12 -7 3.550 0.600 0.750 -11.18
F13 -18 3.750 0.600 0.750 -30.38
CF-1 -2 3.550 0.600 0.750 -3.20
CF-2 -2 3.350 0.600 0.750 -3.02
CF-3 -2 3.500 0.600 0.750 -3.15
CF-4 -2 3.500 0.600 0.750 -3.15
CF-6 -2 2.900 0.600 0.750 -2.61
CF-8 -2 3.275 0.600 0.750 -2.95
CF-9 -1 2.650 0.600 0.750 -1.19
CF-13 -1 2.900 0.600 0.750 -1.31
CF-14 -1 3.025 0.600 0.750 -1.36
CF-19 -1 3.225 0.600 0.750 -1.45

CF-20 -1 2.125 0.600 0.750 -0.96
RAFT-5 -1 3.565 0.600 0.750 -1.60
RAFT-11 -1 6.360 0.600 0.750 -2.86
RAFT-10 -1 7.540 0.600 0.750 -3.39
RAFT-18A -1 6.705 0.600 0.750 -3.02
15373.37
Say 15374.00 Cum
2
Earth filling with available earth
Qty as per excavation 15374.00 15374.00
Deductions
a Qty as per PCC (1:4:8) -900.38
b Qty as per PCC (1:5:10) -900.00
c Qty as per footing -5345.36
d Qty as per pedestals -239.00
e
Qty as per Retaining Wall upto G.L -202.04
f Qty as per columns upto Ground
level -209.37 -7796.14
7577.86 7577.86
Say 7578.00 Cum
Filling with Excavated Gravel @

a 12299.00 cum
80%
b Disposal of Earth 4721.00 cum
3 PCC (1:4:8) for column footings

F4 4 1.950 1.950 0.150 2.28
F5 38 2.150 2.150 0.150 26.35
F6 2 2.350 2.350 0.150 1.66
F7 27 2.550 2.550 0.150 26.34
F8 3 2.750 2.750 0.150 3.40
F9 4 2.950 2.950 0.150 5.22
F10 9 3.150 3.150 0.150 13.40
F11 18 3.350 3.350 0.150 30.30
F12 8 3.550 3.550 0.150 15.12
F13 22 3.750 3.750 0.150 46.41
F14 16 3.950 3.950 0.150 37.45
F15 15 4.150 4.150 0.150 38.75
F16 16 4.350 4.350 0.150 45.41
F17 14 4.550 4.550 0.150 43.48
F18 21 4.750 4.750 0.150 71.07
F19 21 4.950 4.950 0.150 77.18
F20 26 5.150 5.150 0.150 103.44
F21 6 5.350 5.350 0.150 25.76
F22 1 5.550 5.550 0.150 4.62
F23 1 5.750 5.750 0.150 4.96
F24 4 3.325 3.325 0.150 6.63
F25 2 3.425 3.425 0.150 3.52
F26 2 3.425 3.425 0.150 3.52
F27 4 3.650 3.650 0.150 7.99
RF-1 1 4.750 3.950 0.150 2.81
RF-2 1 4.950 3.750 0.150 2.78
CF-1 2 6.950 3.950 0.150 8.24

CF-2 2 4.200 6.550 0.150 8.25
CF-3 2 6.850 3.750 0.150 7.71
CF-4 4 7.450 5.825 0.150 26.04
CF-5 2 6.850 3.750 0.150 7.71
CF-6 2 3.550 5.650 0.150 6.02
CF-8 2 6.400 3.550 0.150 6.82
CF-9 1 8.700 5.150 0.150 6.72
CF-10 2 8.100 4.550 0.150 11.06
CF-11 1 5.250 3.150 0.150 2.48
CF-12 1 5.700 5.150 0.150 4.40
CF-13 1 5.700 6.110 0.150 5.22
CF-14 1 5.900 4.350 0.150 3.85
CF-15 1 4.360 8.050 0.150 5.26
CF-16 1 7.575 4.350 0.150 4.94
CF-17 1 6.800 4.150 0.150 4.23
CF-18 2 10.350 5.750 0.150 17.85
CF-19 1 3.950 6.300 0.150 3.73
CF-20 1 8.280 4.100 0.150 5.09
CF-21 1 7.385 4.350 0.150 4.82
CF-22 1 8.100 4.750 0.150 5.77
CF-23 1 9.035 6.450 0.150 8.74
CF-24 1 4.153 3.980 0.150 2.48
RAFT-1 2 2.050 7.050 0.150 4.34
RAFT-1 2 1.850 2.250 0.150 1.25
RAFT-2 2 2.050 5.080 0.150 3.12
RAFT-2 2 1.850 2.250 0.150 1.25
RAFT-3 2 5.750 3.145 0.150 5.43
RAFT-3 2 1.950 2.690 0.150 1.57
RAFT-3 2 2.150 2.150 0.150 1.39
RAFT-3 2 2.000 1.050 0.150 0.63
RAFT-4 2 2.375 5.800 0.150 4.13
RAFT-4 2 1.950 4.150 0.150 2.43
RAFT-4 2 1.795 2.050 0.150 1.10
RAFT-5 1 3.445 3.565 0.150 1.84
RAFT-6 1 5.750 7.175 0.150 6.19
RAFT-7 1 7.225 1.450 0.150 1.57
RAFT-8 1 3.225 4.790 0.150 2.32
RAFT-8 1 2.350 2.350 0.150 0.83
RAFT-8 1 4.340 2.350 0.150 1.53
RAFT-8 1 2.250 2.250 0.150 0.76
RAFT-9 1 3.895 3.355 0.150 1.96
RAFT-10 1 3.840 3.705 0.150 2.13
RAFT-11 1 4.590 5.050 0.150 3.48
RAFT-11 1 1.865 1.450 0.150 0.41
RAFT-12 1 5.825 3.780 0.150 3.30
RAFT-13 1 2.350 4.250 0.150 1.50
RAFT-14 1 8.885 4.350 0.150 5.80
RAFT-15 1 2.350 4.250 0.150 1.50
RAFT-16 1 2.150 5.435 0.150 1.75
RAFT-16 1 1.555 4.290 0.150 1.00
RAFT-16 1 2.750 5.290 0.150 2.18
RAFT-16 1 2.150 5.290 0.150 1.71
RAFT-17 1 8.690 2.750 0.150 3.58
RAFT-17 1 3.525 1.690 0.150 0.89
RAFT-18 1 2.050 1.750 0.150 0.54
RAFT-18 1 1.850 2.340 0.150 0.65

RAFT-18 1 2.050 2.050 0.150 0.63
RAFT-18A 1 3.375 3.335 0.150 1.69
STRIP-1 2 2.230 4.985 0.150 3.33
STRIP-2 1 4.640 2.250 0.150 1.57
STRIP-3 1 4.655 2.600 0.150 1.82
371.00 900.38
Say 901.00 Cum
4 PCC (1:5:10)
alround the building 1 1131.310 0.600 0.150 101.82
under internal plinth beams typ 1 2932.78 0.450 0.150 197.96
Deductions
Under Flooring
Qty Same as Ceramic tile flooring 1 190.00 0.100 19.00
Qty Same as Vitrified flooring 1 2328.00 0.100 232.80
266.50
Qty Same as common area flooring 1 2665.00 0.100
Qty Same as Granite flooring 1 128.00 0.100 12.80
Qty Same as Epoxy Flooring 1 154.00 0.100 15.40
Qty Same as Waist Slab Area 1 536.08 0.100 53.61
899.89
Say 900.00 Cum
5 VPCC ( 1:3:6) walls

i Foundation
Alround external 1 1133.310 0.315 0.600 214.20
Portico for B- Block 1 29.320 0.315 0.600 5.54
Portico for A- Block 1 37.001 0.315 0.600 6.99
Portico for C- Block 1 29.972 0.315 0.600 5.66
Deductions
C1 -42 0.450 0.315 0.600 -3.57
C1A -24 0.600 0.315 0.600 -2.72
C2 -122 0.750 0.315 0.600 -17.29
C3 -21 0.900 0.315 0.600 -3.57
C4 -6 0.450 0.315 0.600 -0.51
C4A -20 0.300 0.315 0.600 -1.13
C5 -8 0.600 0.315 0.600 -0.91
C6 -4 0.450 0.600 0.600 -0.65
202.04
Say 203.00 Sqm
ii Basement
Portico for B- Block 1 29.320 0.315 0.500 4.62
Portico for A- Block 1 37.001 0.315 0.500 5.83
Portico for C- Block 1 29.972 0.315 0.500 4.72
Deductions
C1 -42 0.450 0.315 0.500 -2.98
C1A -24 0.600 0.315 0.500 -2.27
C2 -122 0.750 0.315 0.500 -14.41
C3 -21 0.900 0.315 0.500 -2.98
C4 -6 0.450 0.315 0.500 -0.43
C4A -20 0.300 0.315 0.500 -0.95
C5 -8 0.600 0.315 0.500 -0.76
C6 -4 0.450 0.600 0.500 -0.54
168.36

Say 169.00 Cum
Total VPCC Walls 372.00 Cum
6 VRCC M25 grade

Footings
F4 4 1.800 1.800 0.400 5.18
F5 38 2.000 2.000 0.425 64.60
F6 2 2.200 2.200 0.475 4.60
F7 27 2.400 2.400 0.550 85.54
F8 3 2.600 2.600 0.600 12.17
F9 4 2.800 2.800 0.600 18.82
F10 9 3.000 3.000 0.675 54.68
F11 18 3.200 3.200 0.725 133.63
F12 8 3.400 3.400 0.775 71.67
F13 22 3.600 3.600 0.800 228.10
F14 16 3.800 3.800 0.850 196.38
F15 15 4.000 4.000 0.900 216.00
F16 16 4.200 4.200 0.950 268.13
F17 14 4.400 4.400 0.975 264.26
F18 21 4.600 4.600 1.025 455.47
F19 21 4.800 4.800 1.100 532.22
F20 26 5.000 5.000 1.100 715.00
F21 6 5.200 5.200 1.175 190.63
F22 1 5.400 5.400 1.175 34.26
F23 1 5.600 5.600 1.225 38.42
F24 4 3.175 3.175 1.275 51.41
F25 2 3.275 3.275 1.325 28.42
F26 2 3.275 3.275 1.515 32.50
F27 4 3.500 3.500 1.625 79.63
RF-1 1 4.600 3.800 0.975 17.04
RF-2 1 4.800 3.600 0.975 16.85
CF-1 2 6.800 3.800 0.850 43.93
CF-2 2 4.050 6.400 0.725 37.58
CF-3 2 6.700 3.600 0.800 38.59
CF-4 4 7.300 5.675 1.175 194.71
CF-5 2 6.700 3.600 0.775 37.39
CF-6 2 3.400 5.500 0.775 28.99
CF-8 2 6.250 3.400 0.775 32.94
CF-9 1 8.550 5.000 1.100 47.03
CF-10 2 7.950 4.400 0.850 59.47
CF-11 1 5.100 3.000 0.675 10.33
CF-12 1 5.550 5.000 1.100 30.53
CF-13 1 5.550 5.960 0.975 32.25
CF-14 1 5.750 4.200 0.975 23.55
CF-15 1 4.210 7.900 0.975 32.43
CF-16 1 7.425 4.200 0.975 30.41
CF-17 1 6.650 4.000 0.900 23.94
CF-18 2 10.200 5.600 1.225 139.94
CF-19 1 3.800 6.150 0.850 19.86
CF-20 1 8.130 3.950 0.900 28.90
CF-21 1 7.235 4.200 0.975 29.63
CF-22 1 7.950 4.600 0.975 35.66
CF-23 1 8.885 6.300 0.975 54.58
CF-24 1 4.003 3.830 0.850 13.03
RAFT-1 2 1.900 6.900 0.975 25.56

RAFT-1 2 1.700 2.100 0.975 6.96
RAFT-2 2 1.900 4.930 0.975 18.27
RAFT-2 2 1.700 2.100 0.975 6.96
RAFT-3 2 5.600 2.995 0.900 30.19
RAFT-3 2 1.800 2.540 0.900 8.23
RAFT-3 2 2.000 2.000 0.900 7.20
RAFT-3 2 1.850 0.900 0.900 3.00
RAFT-4 2 2.225 5.650 0.975 24.51
RAFT-4 2 1.800 4.000 0.975 14.04
RAFT-4 2 1.645 1.900 0.975 6.09
RAFT-5 1 3.295 3.415 0.900 10.13
RAFT-6 1 5.600 7.025 0.975 38.36
RAFT-7 1 7.075 1.300 1.100 10.12
RAFT-8 1 3.075 4.640 1.100 15.69
RAFT-8 1 2.350 2.200 1.100 5.69
RAFT-8 1 4.190 2.350 1.100 10.83
RAFT-8 1 2.100 2.100 1.100 4.85
RAFT-9 1 3.745 3.205 1.100 13.20
RAFT-10 1 3.690 3.555 0.975 12.79
RAFT-11 1 4.440 4.900 0.975 21.21
RAFT-11 1 1.715 1.300 0.975 2.17
RAFT-12 1 5.675 3.630 0.975 20.09
RAFT-13 1 2.200 4.100 1.025 9.25
RAFT-14 1 8.735 4.200 1.025 37.60
RAFT-15 1 2.200 4.100 0.975 8.79
RAFT-16 1 2.000 5.285 1.175 12.42
RAFT-16 1 1.405 4.140 1.175 6.83
RAFT-16 1 2.600 5.140 1.175 15.70
RAFT-16 1 2.000 5.140 1.175 12.08
RAFT-17 1 8.540 2.600 1.175 26.09
RAFT-17 1 3.375 1.540 1.175 6.11
RAFT-18 1 1.900 1.600 0.850 2.58
RAFT-18 1 1.700 2.190 0.850 3.16
RAFT-18 1 1.900 1.900 0.850 3.07
RAFT-18A 1 3.225 3.185 0.850 8.73
STRIP-1 2 2.080 4.835 0.775 15.59
STRIP-2 1 4.490 2.100 0.975 9.19
STRIP-3 1 4.505 2.450 0.975 10.76
371 5345.36
Say 5346.00 Cum
a Footings
F4 4 1.800 1.800 0.400 5.18
F5 38 2.000 2.000 0.425 64.60
F6 2 2.200 2.200 0.475 4.60
F7 27 2.400 2.400 0.550 85.54
F8 3 2.600 2.600 0.600 12.17
F9 4 2.800 2.800 0.600 18.82
F10 9 3.000 3.000 0.675 54.68
F11 18 3.200 3.200 0.725 133.63
F12 8 3.400 3.400 0.775 71.67
F13 22 3.600 3.600 0.800 228.10
F14 16 3.800 3.800 0.850 196.38
F15 15 4.000 4.000 0.900 216.00
F16 16 4.200 4.200 0.950 268.13
F17 14 4.400 4.400 0.975 264.26

F18 21 4.600 4.600 1.025 455.47
F19 21 4.800 4.800 1.100 532.22
F20 26 5.000 5.000 1.100 715.00
F21 6 5.200 5.200 1.175 190.63
F22 1 5.400 5.400 1.175 34.26
F23 1 5.600 5.600 1.225 38.42
F24 4 3.175 3.175 1.275 51.41
F25 2 3.275 3.275 1.325 28.42
F26 2 3.275 3.275 1.515 32.50
F27 4 3.500 3.500 1.625 79.63
284 3781.71
Say 3782.00 Cum
b Raft concrete
RF-1 1 4.600 3.800 0.975 17.04
RF-2 1 4.800 3.600 0.975 16.85
CF-1 2 6.800 3.800 0.850 43.93
CF-2 2 4.050 6.400 0.725 37.58
CF-3 2 6.700 3.600 0.800 38.59
CF-4 4 7.300 5.675 1.175 194.71
CF-5 2 6.700 3.600 0.775 37.39
CF-6 2 3.400 5.500 0.775 28.99
CF-8 2 6.250 3.400 0.775 32.94
CF-9 1 8.550 5.000 1.100 47.03
CF-10 2 7.950 4.400 0.850 59.47
CF-11 1 5.100 3.000 0.675 10.33
CF-12 1 5.550 5.000 1.100 30.53
CF-13 1 5.550 5.960 0.975 32.25
CF-14 1 5.750 4.200 0.975 23.55
CF-15 1 4.210 7.900 0.975 32.43
CF-16 1 7.425 4.200 0.975 30.41
CF-17 1 6.650 4.000 0.900 23.94
CF-18 2 10.200 5.600 1.225 139.94
CF-19 1 3.800 6.150 0.850 19.86
CF-20 1 8.130 3.950 0.900 28.90
CF-21 1 7.235 4.200 0.975 29.63
CF-22 1 7.950 4.600 0.975 35.66
CF-23 1 8.885 6.300 0.975 54.58
CF-24 1 4.003 3.830 0.850 13.03
RAFT-1 2 1.900 6.900 0.975 25.56
RAFT-1 2 1.700 2.100 0.975 6.96
RAFT-2 2 1.900 4.930 0.975 18.27
RAFT-2 2 1.700 2.100 0.975 6.96
RAFT-3 2 5.600 2.995 0.900 30.19
RAFT-3 2 1.800 2.540 0.900 8.23
RAFT-3 2 2.000 2.000 0.900 7.20
RAFT-3 2 1.850 0.900 0.900 3.00
RAFT-4 2 2.225 5.650 0.975 24.51
RAFT-4 2 1.800 4.000 0.975 14.04
RAFT-4 2 1.645 1.900 0.975 6.09
RAFT-5 1 3.295 3.415 0.900 10.13
RAFT-6 1 5.600 7.025 0.975 38.36
RAFT-7 1 7.075 1.300 1.100 10.12
RAFT-8 1 3.075 4.640 1.100 15.69
RAFT-8 1 2.350 2.200 1.100 5.69
RAFT-8 1 4.190 2.350 1.100 10.83
RAFT-8 1 2.100 2.100 1.100 4.85

RAFT-9 1 3.745 3.205 1.100 13.20
RAFT-10 1 3.690 3.555 0.975 12.79
RAFT-11 1 4.440 4.900 0.975 21.21
RAFT-11 1 1.715 1.300 0.975 2.17
RAFT-12 1 5.675 3.630 0.975 20.09
RAFT-13 1 2.200 4.100 1.025 9.25
RAFT-14 1 8.735 4.200 1.025 37.60
RAFT-15 1 2.200 4.100 0.975 8.79
RAFT-16 1 2.000 5.285 1.175 12.42
RAFT-16 1 1.405 4.140 1.175 6.83
RAFT-16 1 2.600 5.140 1.175 15.70
RAFT-16 1 2.000 5.140 1.175 12.08
RAFT-17 1 8.540 2.600 1.175 26.09
RAFT-17 1 3.375 1.540 1.175 6.11
RAFT-18 1 1.900 1.600 0.850 2.58
RAFT-18 1 1.700 2.190 0.850 3.16
RAFT-18 1 1.900 1.900 0.850 3.07
RAFT-18A 1 3.225 3.185 0.850 8.73
STRIP-1 2 2.080 4.835 0.775 15.59
STRIP-2 1 4.490 2.100 0.975 9.19
STRIP-3 1 4.505 2.450 0.975 10.76
87 1563.64
Say 1564.00 Cum
c Pedestals
C1 50 0.900 0.900 0.600 24.300
C1A 43 0.900 0.900 0.600 20.898
C2 248 0.900 0.900 0.600 120.528
C3 89 0.900 0.900 0.600 43.254
C4 10 0.900 0.900 0.600 4.860
C4A 20 0.900 0.900 0.600 9.720
C5 10 0.900 0.900 0.600 4.860
C6 9 0.900 0.900 0.600 4.374
C7 11 0.900 0.900 0.600 5.346
238.14
Say 239.00 Cum
d Plinth Beams
Horizontal
A16-A30 1 18.65 0.230 0.400 1.716
B1-B46 ,D1-D46 2 61.52 0.230 0.400 11.320
M1-M44 1 58.57 0.230 0.400 5.388
W1-W15,Z1-Z15,e1-e15,i1-i15 4 18.27 0.230 0.400 6.723
Q17-Q27 ,Z17-Z27 2 11.832 0.230 0.400 2.177
i15-i17,e15-e17 2 4.968 0.230 0.400 0.914
e17-e30,i17-i30,n17-n30 3 16.718 0.230 0.400 4.614
secondary beam 1 3 0.230 0.400 0.276
W30-W44,z30-Z44,e30-e44,i30-i44 4 18.386 0.230 0.400 6.766
secondary beam 1 2.94 0.230 0.400 0.270
m30-m38 1 10.144 0.230 0.400 0.933
r31-r38 1 9.058 0.230 0.400 0.833
q38-q41,s38-s41 3 2.992 0.230 0.400 0.826
q41-q44 1 5.17 0.230 0.400 0.476
v1-v45 1 58.856 0.230 0.400 5.415
x2-x5 1 5.96 0.230 0.400 0.548
B'2-B'36 1 58.856 0.230 0.400 5.415
G'35-G'38 1 4.57 0.230 0.400 0.420

G'2-G'5,O'2-O'5,X'2-X'5,b'2-b'5 4 5.85 0.230 0.400 2.153
L'5-L'38,V'5-V'38 2 43.7 0.230 0.400 8.041
b'35-b'38 1 4.31 0.230 0.400 0.397
f'1-f'38,s'1-s'38 2 49.66 0.230 0.400 9.137
m'2-m'5 1 5.96 0.230 0.400 0.548
v39-v41,s'39-s'41 2 2.44 0.230 0.400 0.449
secondary beams 2 2.44 0.230 0.400 0.449
v41-v45,z41-z45,I'41-I'45,d'41-
d'45,k'41-k'45,s'41-s'45 7 6.756 0.230 0.400 4.351
F55-F71 1 18.65 0.230 0.400 1.716
O44-O46,P44-P46 2 7.49 0.230 0.400 1.378
S46-S55,P46-P55 2 14 0.230 0.400 2.576
V47-V52 1 8.468 0.230 0.400 0.779
V52-V79,Y52-Y79 2 36.82 0.230 0.400 6.775
e44-e85,q44-q85 2 64.808 0.230 0.400 11.925
k47-k85 1 57.26 0.230 0.400 5.268
Ramp beams 9 5.34 0.230 0.400 4.422
secondary beams 4 3.06 0.230 0.400 1.126
u54-u59, 1 7.068 0.230 0.400 0.650
u74-u80 1 6.96 0.230 0.400 0.640
z54-z80 typ 6 35.44 0.230 0.400 19.563
P71-P85,S71-S85 2 22.612 0.230 0.400 4.161
A98-A112 1 19.2 0.230 0.400 1.766
F83-F127 typ 2 63.112 0.230 0.400 11.613
H125-H128 2 2.98 0.230 0.400 0.548
X85-X128 typ 4 59.694 0.230 0.400 21.967
n88-n128 1 52.774 0.230 0.400 4.855
q85-q88 1 8.15 0.230 0.400 0.750
u91-u99 1 9.23 0.230 0.400 0.849
w100-w106 1 8.702 0.230 0.400 0.801
A'88-A'99 1 11.52 0.230 0.400 1.060
C'86-C'128,w'86-w'128 2 58.856 0.230 0.400 10.830
k'86-k'88 typ 5 6.756 0.230 0.400 3.108
N'94-N'127 1 46.07 0.230 0.400 4.238
R'91-R'95 typ 2 4.53 0.230 0.400 0.834
w'91-w'123 typ 2 43.7 0.230 0.400 8.041
s'91-s'128 1 49.688 0.230 0.400 4.571
k'123-k'128 typ 2 5.96 0.230 0.400 1.097
R'123-R'127 typ 3 5.85 0.230 0.400 1.615
corridor secondary beam 2 2.44 0.230 0.400 0.449
Vertical 0
A16-C16 typ 6 5.78 0.230 0.400 3.191
C1-F1 -clear typ 16 3.06 0.230 0.400 4.504
G1-i1 typ 4 31.26 0.230 0.400 11.504
G17-q17 typ 4 11.67 0.230 0.400 4.295
Z17-e17 typ 4 5.938 0.230 0.400 2.185
G30-e30 typ 4 27.46 0.230 0.400 10.105
e17-i17 typ 5 3.716 0.230 0.400 1.709
i17-m17 typ 7 5.538 0.230 0.400 3.566
i42-q42 typ 2 9.526 0.230 0.400 1.753
secondary beams typ 2 12.916 0.230 0.400 2.377
m31-r31 typ 2 5.6 0.230 0.400 1.030
r38-v38 1 1.96 0.230 0.400 0.180
q42-v42 1 3.75 0.230 0.400 0.345
v1-B'1 typ 3 7.826 0.230 0.400 2.160
G'3-b'3 1 16.31 0.230 0.400 1.501

f'1-r'1 1 7.9 0.230 0.400 0.727
v5-s'5 typ 8 36.936 0.230 0.400 27.185
L'12-v'12 1 8.04 0.230 0.400 0.740
G'35-b'35 1 16.31 0.230 0.400 1.501
f'7-s'7 2 7.9 0.230 0.400 1.454
Ramp beams- q47-o'47 typ 2 38.236 0.230 0.400 7.035
Ramp beams- q49-k'49 2 35.33 0.230 0.400 6.501
u54-s'54 typ 2 37.596 0.230 0.400 6.918
I'59-s'59 1 25.15 0.230 0.400 2.314
z63-s'63 typ 2 32.64 0.230 0.400 6.006
l'77-s'77 1 5 0.230 0.400 0.460
Y'68-s'68 1 13.136 0.230 0.400 1.209
z66-q'66 1 14.034 0.230 0.400 1.291
z75-y'75 1 19.506 0.230 0.400 1.795
u57-z57 typ 3 4.956 0.230 0.400 1.368
o58-u58 typ 4 3.408 0.230 0.400 1.254
d47-o47 typ 3 12.988 0.230 0.400 3.585
v52-o52 typ 4 27.776 0.230 0.400 10.222
p46-s46- corridor beams typ 11 2.82 0.230 0.400 2.854
G56-v56 typ 2 12.604 0.230 0.400 2.319
C'86-w'86 typ 8 36.936 0.230 0.400 27.185
s'94-w'94 typ 3 7.9 0.230 0.400 2.180
R'95-P'95 typ 2 16.31 0.230 0.400 3.001
v'112-f'112 1 8.04 0.230 0.400 0.740
C'94-M'94 typ 3 7.826 0.230 0.400 2.160
k88-A'88 1 13.824 0.230 0.400 1.272
n91-A'91 typ 2 11.564 0.230 0.400 2.128
n100-w100 typ 2 7.23 0.230 0.400 1.330
k110-n110 typ 7 2.27 0.230 0.400 1.462
G85-l85 typ 7 35.5 0.230 0.400 22.862
r103-l103 typ 3 7.73 0.230 0.400 2.133
G109-g109 typ 2 27.77 0.230 0.400 5.110
H125-k125 1 3.23 0.230 0.400 0.297
B84-D84-corridor beams typ 2 4.23 0.230 0.400 0.778
A98-B98 typ 6 5.45 0.230 0.400 3.008
Deductions
Deductions for columns in horizontal
direction
C1 -43 0.450 0.230 0.400 -1.780
C1A -50 0.600 0.230 0.400 -2.760
C2 -248 0.750 0.230 0.400 -17.112
C3 -89 0.900 0.230 0.400 -7.369
C4 -10 0.450 0.230 0.400 -0.414
C4A -20 0.300 0.230 0.400 -0.552
C5 -10 0.600 0.230 0.400 -0.552
C7 -11 1.200 0.230 0.400 -1.214
C6 -9 0.450 0.230 0.400 -0.373
Deductions for columns invertical
direction
C1 -43 0.450 0.230 0.400 -1.780
C1A -50 0.600 0.230 0.400 -2.760
C2 -248 0.750 0.230 0.400 -17.112
C3 -89 0.900 0.230 0.400 -7.369
C4 -10 0.450 0.230 0.400 -0.414

C4A -20 0.600 0.230 0.400 -1.104
C5 -10 0.600 0.230 0.400 -0.552
C7 -11 1.200 0.230 0.400 -1.214
C6 -9 0.450 0.230 0.400 -0.373
373.90
Say 374.00 Cum
7 VRCC
i Columns Upto GL
C1 0.79 43 0.45 0.450 0.800 5.468
C1A 50 0.600 0.600 0.800 14.400
C2 248 0.750 0.750 0.800 111.600
C3 89 0.900 0.900 0.800 57.672
C4 0.79 10 0.45 0.450 0.800 1.272
C4A 20 0.300 0.600 0.800 2.880
C5 0.79 10 0.6 0.600 0.800 2.261
C6 0.79 9 0.45 0.450 0.800 1.145
C7 11 1.200 1.200 0.800 12.672
209.37
Say 210.00 Cum
ii Columns Upto PB Top

C1 0.79 43 0.45 0.450 0.900 6.152
C1A 50 0.600 0.600 0.900 16.200
C2 248 0.750 0.750 0.900 125.550
C3 89 0.900 0.900 0.900 64.881
C4 0.79 10 0.45 0.450 0.900 1.431
C4A 20 0.300 0.600 0.900 3.240
C5 0.79 10 0.6 0.600 0.900 2.543
C6 0.79 9 0.45 0.450 0.900 1.288
C7 11 1.200 1.200 0.900 14.256
235.54
Say 236.00 Cum
iii Columns Upto PB Top to roof slab

bottom
C1 0.79 31 0.45 0.450 3.850 18.972
C1A 50 0.600 0.600 3.850 69.300
C2 248 0.750 0.750 3.850 537.075
C3 89 0.900 0.900 3.850 277.547
C4 0.79 10 0.45 0.450 3.850 6.120
C4A 20 0.300 0.600 3.850 13.860
C5 0.79 10 0.6 0.600 3.850 10.880
C6 0.79 9 0.45 0.450 3.850 5.508
C7 11 1.200 1.200 3.850 60.984
478 1000.25
Say 1001.00 Cum
Total Qty of Columns

i Upto G.L 446.00
ii Above plinth 1001.00
1447.00
Say 1447.00 Cum
b Columns unsupported Ht upto
7.32 mts
C1 0.79 12 0.45 0.450 7.170 13.677
C5 0.79 6 0.6 0.600 7.170 12.157

25.83
Say 26.00 Cum
12 VRCC M25 grade
a Roof Beams
Horizontal
A16-A30 1 18.65 0.230 0.500 2.145
B1-B46 ,D1-D46 2 61.52 0.230 0.500 14.150
Add extra beam depth G34-G42 1 8.301 0.230 0.100 0.191
I15-I20 1 8.291 0.230 0.500 0.953
Secondary beam in J - grid 1 58.34 0.230 0.500 6.709
M1-M44 1 58.57 0.230 0.500 6.736
Ded beam M4-M10 -1 8.314 0.230 0.500 -0.956
Add beam M4-M10 1 8.314 0.230 0.550 1.052
Ded beam M34-M42 -1 8.302 0.230 0.500 -0.955
Add beam M34-M42 1 8.302 0.230 0.550 1.050
W1-W4,Z1-Z4,e1-e4 3 5.17 0.230 0.500 1.784
W4-W10,Z4-Z10,e4-e10 3 8.314 0.230 0.600 3.442
W10-W15,Z10-Z15,e10-e15 3 4.788 0.230 0.500 1.652
i1-i15 1 18.27 0.230 0.500 2.101
Q17-Q27 ,Z17-Z27 2 11.832 0.230 0.500 2.721
i15-i17,e15-e17 2 4.968 0.230 0.500 1.143
e17-e30 1 16.718 0.230 0.500 1.923
m17-m30 1 16.488 0.230 0.500 1.896
i17-i30 1 16.718 0.230 0.600 2.307
Add extra beam depth m23-m30 1 9.704 0.230 0.100 0.223
secondary beam 1 3 0.230 0.500 0.345
W30-W34 1 4.914 0.230 0.450 0.509
z30-Z34,e30-e34 2 4.914 0.230 0.500 1.130
W34-W42 1 8.302 0.230 0.550 1.050
z34-Z42,e340-e42 2 8.302 0.230 0.600 2.291
W42-W44,z42-Z44,e42-e44 3 5.17 0.230 0.500 1.784
v42-v44 1 4.94 0.230 0.500 0.568
i30-i44 1 18.386 0.230 0.500 2.114
secondary beam 1 2.942 0.230 0.500 0.338
m30-m38 1 10.222 0.230 0.650 1.528
r31-r38 1 9.058 0.230 0.750 1.563
secondary beam 2 3.072 0.230 0.500 0.707
q42-q44 1 5.17 0.230 0.500 0.595
v2-v5 typ 2 5.96 0.230 0.500 1.371
B'2-B'5 1 6.19 0.230 0.500 0.712
v5-v7 typ 2 2.45 0.230 0.500 0.564
v7-v36,B'7-B'36 2 37.43 0.230 0.600 10.331
v36-v45 1 13.016 0.230 0.500 1.497
z41-z45,E'41-E'45,H'41-H'45,S'41-
S'45,d'41-d'45,k'41-k'45,s'41-s'45 8 6.756 0.230 0.500 6.216
secondary beam 2 6.296 0.230 0.500 1.448
G'3-G'39 1 49.55 0.230 0.500 5.698
secondary beam 1 5.39 0.230 0.500 0.620
H'39-H'41 1 2.44 0.230 0.500 0.281
L'5-L'12,V'5-V-12 2 7.95 0.230 0.600 2.194
L'12-L'39 ,V'12-V'39 2 35.75 0.230 0.500 8.223
secondary beam 2 5.04 0.230 0.500 1.159
secondary beam 2 4.34 0.230 0.500 0.998
O'2-O'5 typ 2 5.85 0.230 0.500 1.346
b'3-b'39 1 49.55 0.230 0.500 5.698
f'3-f'5 typ 3 5.96 0.230 0.500 2.056

f'5-f'7 typ 2 2.45 0.230 0.500 0.564
f'7-f'36 typ 2 37.43 0.230 0.600 10.331
f'36-f'39 typ 2 3.82 0.230 0.500 0.879
secondary beam 3 2.44 0.230 0.500 0.842
j'39-j'41 1 2.44 0.230 0.500 0.281
Ramp beams 14 2.52 0.230 0.250 2.029
Ramp beams 2 5.34 0.230 0.250 0.614
s'54-s'72,h'54-h'72,z'54-z'72 typ 3 24.316 0.230 0.500 8.389
secondary beam 3 24.316 0.230 0.500 8.389
Ded for beam junction -9 0.46 0.230 0.500 -0.476
s'72-s'77 1 7.556 0.230 0.650 1.130
s'77-s'81 typ 2 3.57 0.230 0.500 0.821
l'72-l'77 1 7.326 0.230 0.475 0.800
secondary beam 1 7.095 0.230 0.475 0.775
secondary beam 1 3.57 0.230 0.500 0.411
z'72-z'80 1 11.126 0.230 0.500 1.279
secondary beam 1 10.896 0.230 0.500 1.253
Q'54-Q'58,I'54-I'58 2 6.77 0.230 0.500 1.557
secondary beam 2 6.77 0.230 0.500 1.557
Q'58-Q'66,I'58-I'668 2 10.56 0.230 0.600 2.915
secondary beam 2 10.1 0.230 0.500 2.323
z54-z57 1 4.8 0.230 0.500 0.552
z57-z63 1 8 0.230 0.600 1.104
z63-z67 1 4.53 0.230 0.500 0.521
Q'66-Q'72 1 6.986 0.230 0.500 0.803
secondary beam 2 6.986 0.230 0.500 1.607
I'66-I'72 2 6.986 0.230 0.600 1.928
Q'72-Q'80,I'72-I'80,z72-z80 3 11.126 0.230 0.500 3.838
secondary beam 2 10.896 0.230 0.500 2.506
u54-u59 1 7.068 0.230 0.500 0.813
u75-u80 1 6.846 0.230 0.500 0.787
secondary beam 4 2.734 0.230 0.500 1.258
w'86-w'88 typ 7 6.756 0.230 0.500 5.439
m'86-m'88 typ 2 6.526 0.230 0.500 1.501
secondary beam typ 2 6.296 0.230 0.500 1.448
w'88-w'91 typ 4 2.44 0.230 0.500 1.122
w'91-w'121,s'91-s'121 2 41.25 0.230 0.600 11.385
w'121-w'123 typ 4 2.45 0.230 0.500 1.127
w'123-w'128 typ 2 5.96 0.230 0.600 1.645
v'123-v'128 1 5.96 0.230 0.500 0.685
q'123-q'128 typ 4 5.85 0.230 0.500 2.691
secondary beam 1 5.39 0.230 0.500 0.620
C'123-C'128 typ 3 5.96 0.230 0.500 2.056
P'91-P'123,R'91-R'123 typ 2 43.7 0.230 0.500 10.051
h'91-h'118,W'91-W'118 (near duct) typ 2 35.75 0.230 0.500 8.223
secondary beam 1 30.95 0.230 0.500 3.559
typ
h'118-h'123,W'118-W'123 (near duct) 2 7.95 0.230 0.600 2.194
C'94-C'121,M'94-M'121 typ 2 37.43 0.230 0.600 10.331

C'91-C'94 1 3.82 0.230 0.500 0.439
A'91-A'99 typ 2 9 0.230 0.650 2.691
A'91-A'89 1 2.52 0.230 0.500 0.290
w100-w106 1 8.48 0.230 0.500 0.975
q44-q47 1 6.953 0.230 0.500 0.800
q47-q83 1 54 0.300 0.600 9.720
q83-q88 1 11.424 0.230 0.500 1.314
secondary beam 1 2.985 0.300 0.500 0.448
n91-n89 1 2.51 0.230 0.500 0.289
n91-n127 1 50 0.230 0.500 5.750
l85-l127 1 59.77 0.230 0.500 6.874
k46-k52 typ 3 12.144 0.300 0.600 6.558
k52-k61,c52-c61 2 14.1 1.200 0.725 24.534
k61-k691,c61-c69 2 9.524 0.300 0.575 3.286
k69-k79,c69-c79 2 14.176 1.200 0.725 24.666
k79-k83,c79-c83 2 9.058 0.300 0.550 2.989
k83-k85,c83-c85 2 3.68 0.300 0.600 1.325
secondary beam (j85-j105) 1 26.78 0.230 0.500 3.080
Ded for b eam junctions -3 1.2 0.230 0.500 -0.414
f86-f127 1 59.1 0.230 0.500 6.797
secondary beam (b85-b126) 1 59.4 0.230 0.500 6.831
X85-X127 1 59.77 0.230 0.500 6.874
S85-S127 1 59.77 0.230 0.500 6.874
secondary beam (K85-K127) 1 59.5 0.230 0.500 6.843
H125-H127 1 2.98 0.230 0.500 0.343
B83-B126,F83-F126 2 63.112 0.230 0.500 14.516
A98-A112 1 19.2 0.230 0.500 2.208
D56-D71 1 20.344 0.230 0.500 2.340
N44-N85,S44-S85 2 64.306 0.230 0.500 14.790
V47-V79 1 45.288 0.300 0.600 8.152
Vertical 0
A16-B16 typ 6 5.264 0.230 0.500 3.632
B1-D1 typ 16 4.04 0.230 0.500 7.434
G1-M1 1 7.27 0.230 0.500 0.836
G4-M4 typ 11 7.27 0.230 0.600 11.036
M1-W1 typ 4 8.332 0.230 0.600 4.599
W1-i1 typ 4 15.658 0.230 0.500 7.203
secondary beam(E7-M7) 1 7.27 0.230 0.600 1.003
secondary beam(M7-i7) 1 23.76 0.230 0.500 2.732
M17-q17 typ 4 4.4 0.230 0.500 2.024
Z17-e17 typ 4 5.938 0.230 0.500 2.731
M30-W30 typ 4 8.334 0.230 0.550 4.217
W30-e30 typ 4 11.858 0.230 0.500 5.455
secondary beam(W38-e38) 1 11.628 0.230 0.500 1.337
secondary beam(W38-M38) 1 7.872 0.230 0.450 0.815
secondary beam(G38-M38) 1 7.27 0.230 0.600 1.003
e17-i17 typ 5 3.8 0.230 0.500 2.185
i17-m17 typ 7 5.538 0.230 0.500 4.458
i42-q42 typ 2 9.526 0.230 0.600 2.629

m31-r31 typ 2 5.6 0.230 0.500 1.288
r38-v38 1 1.96 0.230 0.500 0.225
q42-v42 1 3.75 0.230 0.500 0.431
v1-B'1 typ 4 7.826 0.230 0.500 3.600
v36-B'36 1 7.826 0.230 0.600 1.080
secondary beams 5 7.596 0.230 0.500 4.368
G'3-B'3 3 2.45 0.230 0.500 0.845
G'3-N'3 1 5.91 0.230 0.500 0.680
G'5-N'5 1 5.91 0.230 0.600 0.816
N'3-X'3 1 6.74 0.230 0.750 1.163
N'5-X'5 1 6.74 0.230 0.600 0.930
X'5-s'5 1 14.01 0.230 0.500 1.611
B'7-f'7 1 21.21 0.230 0.500 2.439
X'3-f'3 1 6.11 0.230 0.500 0.703
f'1-s'1 1 7.9 0.230 0.500 0.909
secondary beams 1 7.67 0.230 0.500 0.882
G'11-b'11 1 15.85 0.230 0.500 1.823
B'13-s'13 1 29.11 0.230 0.600 4.017
v18-s'18,v24-s'24,v29-s'29 3 36.936 0.230 0.600 15.292
G'35-b'35 1 16.31 0.230 0.500 1.876
G'38-s'38 1 26.66 0.230 0.500 3.066
v38-G'38 1 10.276 0.230 0.600 1.418
v41-z41 1 5.054 0.230 0.500 0.581
z41-d'41 1 23.72 0.230 0.600 3.273
d'41-s'41 1 10.05 0.230 0.500 1.156
S'45-s'45 1 17.346 0.230 0.500 1.995
S45-H'45 1 7.922 0.230 0.600 1.093
secondary beams 1 2.296 0.230 0.500 0.264
E'45-v45 1 9.374 0.230 0.500 1.078
f'7-s'7,f'36-s'36 2 7.9 0.230 0.600 2.180
secondary beams 6 7.67 0.230 0.500 5.292
Ded beam junction -1 0.46 0.230 0.500 -0.053
secondary beams 1 5.77 0.230 0.500 0.664
Ramp beams- q47-o'47 typ 2 38.236 0.230 0.400 7.035
Ramp beams-s49-k'49 2 33.164 0.230 0.400 6.102
g'54-s'54,g'58-s'58,g'63-s'63,g'66-
s'66,g'72-s'72 5 7.166 0.230 0.600 4.945
l'77-s'77,l'80-s'80 2 5 0.230 0.500 1.150
u54-g'54 1 30.43 0.230 0.500 3.499
u57-z57 1 4.956 0.230 0.500 0.570
u59-Q'59 1 18.96 0.230 0.600 2.616
Q'59-g'59 1 11.47 0.230 0.500 1.319
z63-g'63 1 25.476 0.230 0.500 2.930
Add extra beam depth- z63-Q'63 1 7.468 0.230 0.100 0.172
z66-H'66 1 7.49 0.230 0.600 1.034
H'66-Q'66 1 6.516 0.230 0.500 0.749
Q'67-g'67 1 11.47 0.230 0.500 1.319
z72-g'72 1 25.504 0.230 0.500 2.933
Y'77-l'77 1 7.906 0.230 0.575 1.046
Z'80-l'80 1 8.136 0.230 0.600 1.123
u80-Z'80 1 24.46 0.230 0.500 2.813
o58-x58 (corridor beams) 3 3.408 0.230 0.500 1.176
e'86-w'86 1 17.346 0.230 0.500 1.995
secondary beam 1 5.77 0.230 0.500 0.664
q'88-w'88 1 10.05 0.230 0.500 1.156
R'91-w'91 1 26.66 0.230 0.500 3.066

s'94-w'94 typ 6 7.9 0.230 0.600 6.541
secondary beams 6 7.67 0.230 0.500 5.292
s'123-w'123 typ 2 7.9 0.230 0.500 1.817
h'101-s'101 4 6.85 0.230 0.600 3.781
I'123-s'123 typ 2 6.086 0.230 0.500 1.400
N'121-s'121 1 21.21 0.230 0.600 2.927
R'123-I'123 1 12.674 0.230 0.600 1.749
Z'126-i'126 1 6.764 0.230 0.750 1.167
R'118-p'118 1 15.85 0.230 0.500 1.823
V'101-h'101 typ 4 7.476 0.230 0.600 4.127
R'95-p'95 1 16.31 0.230 0.500 1.876
secondary beam 1 2.58 0.230 0.500 0.297
N'101-W''101 typ 4 6.78 0.230 0.600 3.743
B'127-Z'127 1 16.186 0.230 0.500 1.861
B'123-R'123 1 10.276 0.230 0.500 1.182
e'86-S'86 1 7.922 0.230 0.500 0.911
secondary beam 1 2.296 0.230 0.500 0.264
P'86-C'86 1 9.374 0.230 0.500 1.078
K'86-q'86 1 22.372 0.230 0.600 3.087
K'86-B'86 1 4.514 0.230 0.500 0.519
B'91-R'91 1 10.276 0.230 0.600 1.418
C'94-N'94 6 7.826 0.230 0.600 6.480
secondary beams 5 7.596 0.230 0.500 4.368
secondary beams 1 2.45 0.230 0.500 0.282
k86-B'86 typ 2 16.914 0.230 0.500 3.890
secondary beams 1 5.27 0.230 0.500 0.606
n99-z99 1 11.554 0.230 0.500 1.329
n100-w100 typ 2 6.96 0.230 0.500 1.601
secondary beams 1 6.77 0.230 0.500 0.779
k47-o47 typ 10 5.028 0.230 0.500 5.782
l95-n95 typ 8 2.27 0.230 0.500 2.088
c52-k52 1 6.536 0.230 0.575 0.864
secondary beams 2 6.712 0.230 0.500 1.544
c61-k61 typ 2 9.112 0.450 0.575 4.715
c79-k79 typ 2 9.124 0.300 0.550 3.011
X85-l85 typ 7 17.48 0.600 0.600 44.050
g105-l105 typ 2 7.69 0.600 0.600 5.537
X109-f109 typ 2 9.75 0.600 0.600 7.020
S89-X89 typ 9 6.27 0.230 0.500 6.489
U52-c52 typ 2 13.866 0.300 0.750 6.240
N46-U46 typ 2 3.05 0.230 0.500 0.702
N50-R50 typ 11 3.5 0.230 0.500 4.428
F56-N56 typ 2 9.352 0.230 0.600 2.581
F60-S60 typ 4 12.096 0.230 0.600 6.677
F89-Q89 typ 8 11.71 0.600 0.600 33.725
1 1.43 0.230 0.500 0.164
B127-S127 1 15.98 0.230 0.500 1.838
B83-D83 5 4.23 0.230 0.500 2.432
B87-D87 6 3.77 0.230 0.500 2.601
A98-F98 6 9.22 0.230 0.500 6.362
Deductions
direction
C1 -43 0.450 0.230 0.500 -2.225
C1A -50 0.600 0.230 0.500 -3.450

C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.300 0.230 0.500 -0.690
C5 -10 0.600 0.230 0.500 -0.690
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
direction
C1 -43 0.450 0.230 0.500 -2.225
C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.600 0.230 0.500 -1.380
C5 -10 0.600 0.230 0.500 -0.690
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
Ded Double height beams -22.627
712.72
Say 713.00 Cum
13 Roof Beams Unsupported Ht 7.32

mts Level
Block-B
Portico-h 1 1 18.650 0.230 0.500 2.14
Portico-v 1 6 5.750 0.230 0.500 3.97
Block-F
Portico-h 1 1 19.200 0.230 0.500 2.21
Portico-v 1 6 5.450 0.230 0.500 3.76
Block-A
Portico-h 1 1 20.347 0.230 0.600 2.81
Portico-v 1 6 9.346 0.230 0.600 7.74
22.63
Say 23.00 Cum
14 Roof slab
i) Roof Slab 125mm thick
BLOCK-C & E
2.45m Corridor(typ)-H 2 1 49.550 2.450 242.795
2.15m Corridor(typ)-H 2 1 45.730 2.900 265.234
Corridor(typ)-V 2 1 37.400 2.680 200.464
Corridor(typ)-V 2 1 32.340 2.900 187.572
BLOCK-B
Corridor(typ)-H 2 1 58.800 2.700 317.520
BLOCK-F
Corridor-H in top 1 1 53.000 2.730 144.690
1358.28
Say 1359.00 Sqm
ii) Roof Slab 150mm thick

BLOCK-C & E
S'2-S'45xV2-S'2(TYP) 2 1 59.090 37.400 4419.932
Ded of 2.45m Corridor(typ)-H 2 -1 49.550 2.450 -242.795
Ded of Corridor(typ)-V 2 -1 37.400 2.450 -183.260

Ded of Staircase(typ) 2 -1 5.850 6.970 -81.549
Ded of TOI(typ) 2 -1 4.685 8.130 -76.178
Ded of TOI(typ) 2 -1 6.200 8.060 -99.944
Ded of Lift(typ) 2 -1 2.900 3.150 -18.270
BLOCK-D
S'54-S'80xS'54-Y54 1 1 35.900 32.870 1180.033
Ded of Staircase 1 -1 7.095 5.000 -35.475
Ded of Toi 1 -1 7.230 3.900 -28.197
U54-U59xU54-Y54 2 1 7.230 5.190 75.047
Expansion Joint Slab 2 1 3.520 3.940 27.738
BLOCK-B
B1-B44xB1-i1 1 1 58.800 35.300 2075.640
A16-A30XA16-B16 1 1 18.590 5.500 102.245
Ded of Staircase 1 -1 7.970 5.330 -42.480
Ded of Corridor(typ)-H 1 -1 58.800 2.300 -135.240
Ded of Toi 1 -1 8.280 5.690 -47.113
Ded of Lift 1 -1 3.460 5.940 -20.552
Ded of Duct 1 -1 21.230 9.850 -209.116
Ded of Duct 2 -1 4.620 4.180 -38.623
Ded of Duct 2 -1 5.200 5.820 -60.528
i17-i31xi17-l17 1 1 17.960 5.760 103.450
Ded of Toi 1 -1 9.700 5.760 -55.872
i38-i44Xi38-O38 1 1 8.700 9.280 80.736
Lift Lobby 1 1 6.115 5.770 35.284
BLOCK-A
N46-N83xN47-O47 1 1 62.310 31.708 1975.725
Ded of Duct 1 -1 11.720 14.050 -164.666
Ded of Duct 1 -1 36.705 13.565 -497.903
Ded of Duct 1 -1 12.930 14.360 -185.675
Portico 1 1 20.130 9.000 181.170
BLOCK-F
B85-B127xB85-I85 1 1 59.730 39.730 2373.073
Ded of Duct 1 -1 12.520 7.270 -91.020
Ded of Lift 1 -1 2.980 5.730 -17.075
Portico 1 1 18.866 5.230 98.669
Corridor 1 1 3.610 4.230 15.270
Lift Lobby 1 1 6.015 5.730 34.466
Corridor in front of Lift Lobby 1 1 12.700 2.980 37.846
Corridor in Expansion Joint 1 1 7.490 5.000 37.450
10182.56
Say 10183.00 Sqm
iv) Waist slab (150mm thick)

BLOCK-C & E
Staircase (Flight -1& Flight-2) 1 2 5.850 6.940 81.198
BLOCK-D
BLOCK-B
BLOCK-F
Ramp 1 1 5.740 38.460 220.760
536.08

Say 537.00 Sqm
iv) SUNKEN slab (175mm thick)
BLOCK-C & E
TOILET-1 1 2 4.800 8.130 78.048
TOILET-02 1 2 6.190 8.055 99.721
BLOCK-D
TOILET-01 1 1 7.230 3.895 28.161
BLOCK-B
TOILET-01 1 1 9.700 5.770 55.969
TOILET-02 1 1 8.290 5.685 47.129
BLOCK-F
TOILET-01 1 1 8.480 7.230 61.310
370.34
Say 371.00 Sqm
iv) Roof Slab 150mm thick up to
Unsupported 7.32
BLOCK-A
Portico 1 1 20.130 9.000 181.170
BLOCK-B
Portico 1 1 18.796 5.262 98.905
BLOCK-C
Portico 1 1 19.450 5.300 103.085
383.16
Say 384.00 Sqm
b Lintels
W1 4 2.260 0.225 0.175 0.36
W2 86 1.960 0.225 0.175 6.64
W3 4 1.660 0.225 0.175 0.26
V1 2 2.260 0.225 0.175 0.18
V2 2 1.960 0.225 0.175 0.15
V3 1 1.660 0.225 0.175 0.07
D1 2 2.260 0.225 0.175 0.18
D2 5 1.960 0.225 0.175 0.39
D3 3 1.660 0.225 0.175 0.20
D4 7 1.460 0.225 0.175 0.40
D5 4 1.360 0.225 0.175 0.21
Lift doors 10 1.660 0.225 0.175 0.65
ALD4 4 1.460 0.225 0.175 0.23
ALD5 2 1.360 0.225 0.175 0.11
FD1 15 2.460 0.225 0.175 1.45
FD2 4 1.960 0.225 0.175 0.31
D2 16 1.960 0.100 0.175 0.55
D3 9 1.660 0.100 0.175 0.26
D4 56 1.460 0.100 0.175 1.43
D5 8 1.360 0.100 0.175 0.19
D6 21 1.260 0.100 0.175 0.46
ALD4 5 1.460 0.100 0.175 0.13
ALD5 4 1.360 0.100 0.175 0.10
FD1 5 2.460 0.100 0.175 0.22
FD2 6 1.960 0.100 0.175 0.21
15.32
Say 16.00 Cum
8 PCC (1:3:6) for Bedblocks

under lintels

W1 2 4 0.300 0.225 0.150 0.08
W2 2 86 0.300 0.225 0.150 1.74
W3 2 4 0.300 0.225 0.150 0.08
V1 2 2 0.300 0.225 0.150 0.04
V2 2 2 0.300 0.225 0.150 0.04
V3 2 1 0.300 0.225 0.150 0.02
D1 2 2 0.300 0.225 0.150 0.04
D2 2 5 0.300 0.225 0.150 0.10
D3 2 3 0.300 0.225 0.150 0.06
D4 2 7 0.300 0.225 0.150 0.14
D5 2 4 0.300 0.225 0.150 0.08
Lift doors 2 10 0.300 0.225 0.150 0.20
ALD4 2 4 0.300 0.225 0.150 0.08
ALD5 2 2 0.300 0.225 0.150 0.04
FD1 2 15 0.300 0.225 0.150 0.30
FD2 2 4 0.300 0.225 0.150 0.08
D2 2 16 0.300 0.100 0.150 0.14
D3 2 9 0.300 0.100 0.150 0.08
D4 2 56 0.300 0.100 0.150 0.50
D5 2 8 0.300 0.100 0.150 0.07
D6 2 21 0.300 0.100 0.150 0.19
ALD4 2 5 0.300 0.100 0.150 0.05
ALD5 2 4 0.300 0.100 0.150 0.04
FD1 2 5 0.300 0.100 0.150 0.05
FD2 2 6 0.300 0.100 0.150 0.05
Hold fasts
W1 4 4 0.230 0.225 0.150 0.12
W2 4 86 0.230 0.225 0.150 2.67
W3 4 4 0.230 0.225 0.150 0.12
V1 2 2 0.230 0.225 0.150 0.03
V2 2 2 0.230 0.225 0.150 0.03
V3 2 1 0.230 0.225 0.150 0.02
D1 6 2 0.230 0.225 0.150 0.09
D2 6 5 0.230 0.225 0.150 0.23
D3 6 3 0.230 0.225 0.150 0.14
D4 6 7 0.230 0.225 0.150 0.33
D5 6 4 0.230 0.225 0.150 0.19
Lift doors 6 10 0.230 0.225 0.150 0.47
ALD4 6 4 0.230 0.225 0.150 0.19
ALD5 6 2 0.230 0.225 0.150 0.09
FD1 6 15 0.230 0.225 0.150 0.70
FD2 6 4 0.230 0.225 0.150 0.19
D2 6 16 0.230 0.100 0.150 0.33
D3 6 9 0.230 0.100 0.150 0.19
D4 6 56 0.230 0.100 0.150 1.16
D5 6 8 0.230 0.100 0.150 0.17
D6 6 21 0.230 0.100 0.150 0.43
ALD4 6 5 0.230 0.100 0.150 0.10
ALD5 6 4 0.230 0.100 0.150 0.08
FD1 6 5 0.230 0.100 0.150 0.10
FD2 6 6 0.230 0.100 0.150 0.12
12.60
Say 13.00 Cum
9 PCC for Steps

Staircase All blocks 3.5 26 2.000 0.300 0.150 8.19

8.19
Say 9.00 cum
10 sill slabs
W1 4 1.800 0.230 0.225 0.37
W2 86 1.500 0.230 0.225 6.68
W3 4 1.200 0.230 0.225 0.25
V1 2 1.800 0.230 0.225 0.19
V2 2 1.500 0.230 0.225 0.16
V3 1 1.200 0.230 0.225 0.06
7.70
Say 8.00 cum
11 Platforms & Lofts
a Platforms
Platforms in public male & female 4 4.200 0.600 10.08
Platforms in visitors Toilet 4 1.950 0.600 4.68
Reception in Block B 2 8.800 0.600 10.56
Medicine Dispensaery 1 2.200 0.600 1.32
Nurse station 4 4.800 0.600 11.52
ICU 6 Bed 1 2.000 0.600 1.20
39.36
Say 40.00 Sqm
b Lofts
Block-A
Pharmacy store 2 5.135 0.600 6.16
Block-B
Dressing room(F) 1 3.000 0.600 1.80
Dressing room(M) 1 3.000 0.600 1.80
Geriatric Age (TYP) 3 1.000 0.600 1.80
Minor OT 1 3.000 0.600 1.80
Gen. medi. Exam-1 Low ht. storage 1 2.000 0.600 1.20

Injection roomM&F shelves 2 2.000 0.600 2.40
Injection roomM&F Inst.TR 2 2.000 0.600 2.40
Exam room-1 low ht. storage 1 2.000 0.600 1.20
Prof/HOD to ECHo room 1 1.000 0.600 0.60
Injection room M&F to Exam room-2 1 1.000 0.600 0.60

Injection roomM&F Shelves 1 1.000 0.600 0.60
Associate 1 2.400 0.600 1.44
crash Cert &storage in Procedure rm 2 2.400 0.600 2.88

Block-F
Rooms 15 2.400 0.600 21.60
49.48
Say 50.00 Sqm
Total Platforms & Lofts 90.00

Say 90.00 Sqm
c Racks and shelves 25mm

Block-A
Pharmacy store 3 2 5.135 0.450 13.86

Block-B
Dressing room(F) 3 1 3.000 0.450 4.05
Dressing room(M) 3 1 3.000 0.450 4.05
Geriatric Age (TYP) 3 3 1.000 0.490 4.41
Minor OT 3 1 3.000 0.450 4.05
Gen. medi. Exam-1 Low ht. storage 3 1 2.000 0.450 2.70

Injection roomM&F shelves 3 2 2.000 0.450 5.40
Injection roomM&F Inst.TR 3 2 2.000 0.450 5.40
Exam room-1 low ht. storage 3 1 2.000 0.450 2.70
Prof/HOD to ECHo room 3 1 1.000 0.450 1.35
Injection room M&F to Exam room-2 3 1 1.000 0.450 1.35

Injection roomM&F Shelves 3 1 1.000 0.450 1.35
Associate 3 1 2.400 0.450 3.24
crash Cert &storage in Procedure rm 3 2 2.400 0.450 6.48

Block-F
Rooms 3 15 2.400 0.450 48.60
111.69
Say 112.00 Sqm
13 Sunshades
W1 4 1.800 7.20
W2 86 1.500 129.00
W3 4 1.200 4.80
V1 2 1.800 3.60
V2 2 1.500 3.00
V3 1 1.200 1.20
148.80
Say 149.00 RM
14 340mm thick brick masonary

Mobile X-ray room-H 2 2.785 0.340 3.250 6.15
Mobile X-ray room-V 2 3.000 0.340 3.250 6.63
X-ray room-H 2 4.050 0.340 3.750 10.33
X-ray room-V 2 6.485 0.340 3.250 14.33
Ded for FD1 -1 2.000 0.340 2.100 -1.43
36.02
Say 37.00 cum
15 230 mm thick brick masonary

BLOCK A
open to sky wall-H 2 1 13.585 0.225 3.150 19.26
open to sky wall-V 2 1 14.369 0.225 3.150 20.37
Wall from open sky to col C7/f27 1 1 12.088 0.225 3.000 8.16
Central pharmacy& store wall-H 1 1 13.631 0.225 3.150 9.66
Central pharmacy& store wall-v 1 1 8.335 0.225 3.150 5.91
deduct columns C1A 1 -3 0.600 0.225 3.150 -1.28
deduct columns C3 1 -2 0.900 0.225 3.150 -1.28
deduct columns C7 1 -2 1.200 0.225 3.150 -1.70
Block - B
Horizontals 1 1 58.801 0.225 3.250 43.00
deduct C2 1 -9 0.750 0.225 3.250 -4.94
Verticals 1 2 27.650 0.225 3.250 40.44

deduct C2 1 -8 0.750 0.225 3.250 -4.39
Open to sky 1 4 4.500 0.225 3.250 13.16
Open to sky 1 2 20.150 0.225 3.250 29.47
Female screening OP -Geriatric cold
age exam rom-1 typ 3 6 4.700 0.225 3.750 71.38
deduct columns C2 8 -4 0.750 0.225 3.150 -17.01
Male screening OP-Prof/HOD room 1 5 4.700 0.225 3.250 17.18

Non teach.staff room-H typ 1 4 3.000 0.225 3.250 8.78
Non teach.staff room-V typ 1 4 4.000 0.225 3.250 11.70
Demo room - ele room wall-V typ 1 5 5.000 0.225 3.750 21.09
deduct columns C2 1 -6 0.750 0.225 3.150 -3.19
Public toil. M&F wall-v typ 1 2 4.240 0.225 3.750 7.16
Exam room-1typ 1 3 5.000 0.225 3.750 12.66
Medicine dispensing& store -V 1 2 5.748 0.225 3.250 8.41
Medicine dispensing& store -H 1 1 8.219 0.225 3.750 6.93
Injection room M&F -H 1 1 5.906 0.225 3.150 4.19
Injection room M&F -v 1 1 3.000 0.225 3.150 2.13
Public Toil-V 1 2 4.190 0.225 3.750 7.07
Block - F
Horizontals 1 1 58.801 0.225 3.250 43.00
deduct C2 1 -9 0.750 0.225 3.250 -4.94
Verticals 1 2 27.650 0.225 3.250 40.44
deduct C2 1 -8 0.750 0.225 3.250 -4.39
Open to sky 1 4 4.500 0.225 3.250 13.16
Open to sky 1 2 20.150 0.225 3.250 29.47
Public toi.M&F-V 1 2 5.540 0.225 3.250 8.10
HOD Sr&Jr. resident room wall-H 2 1 13.915 0.225 3.750 23.48
HOD Sr&Jr. resident room wall-V 2 1 3.400 0.225 3.750 5.74
Demo room wall-H 1 1 5.145 0.225 3.750 4.34
Demo room wall-v 1 1 6.850 0.225 3.750 5.78
Associate room-V 1 1 3.145 0.225 3.750 2.65
Male obsrv.typ wall-H 1 3 18.401 0.225 3.250 40.37
Male obsrv.typ wall-V 1 1 11.175 0.225 3.750 9.43
DED of col C3 1 -3 0.900 0.225 2.950 -1.79
Triag room RED-1&2&3 wall-H 1 2 4.049 0.225 3.750 6.83
Triag room RED-1&2&3 wall-V 1 1 10.035 0.225 3.750 8.47
DW wall-V at visitor toilet 1 1 2.726 0.225 3.150 1.93
Counsiling meeting to driver room-V 1 1 9.500 0.225 3.750 8.02

USG room wall-H 1 2 6.350 0.225 3.250 9.29
Ele room wall-H 1 2 4.450 0.225 3.750 7.51
Ele room wall-V 1 2 3.900 0.225 3.750 6.58
Open to sky wall-H 1 2 12.801 0.225 3.250 18.72
Open to sky wall-V 1 2 6.876 0.225 3.150 9.75
deduct columns 1 -6 0.900 0.225 3.150 -3.83
A.H.U to store room-H 1 1 11.541 0.225 3.250 8.44
A.H.U to store room-V 1 3 12.000 0.225 3.250 26.33
Public toilet H 1 2 8.535 0.225 3.250 12.48
Public toilet v 1 4 5.540 0.225 3.250 16.20
hod TO Demo 1 2 19.660 0.225 3.750 33.18
hod 1 5 3.500 0.225 3.750 14.77
Injectiuon Rooms 1 2 6.300 0.225 3.250 9.21
Injectiuon Rooms-V 1 2 5.700 0.225 3.250 8.34
Injectiuon Rooms-V 1 1 3.400 0.225 3.750 2.87
hod 1 5 3.500 0.225 3.750 14.77

Public toilet 1 2 9.566 0.225 3.250 13.99
Public toilet-V 1 2 3.600 0.225 3.250 5.27
Public toilet-V 1 2 5.540 0.225 3.250 8.10
Diff abled toilet 1 1 8.270 0.225 3.250 6.05
Horizontal 1 1 77.980 0.225 3.250 57.02
Vertical 1 2 8.556 0.225 3.250 12.51
Horizontal 1 1 21.875 0.225 3.250 16.00
Staircase in parking 3 2 4.950 0.225 3.250 21.72
Staircase in parking 3 2 6.550 0.225 3.750 33.16
Lift V 2 2 5.790 0.225 3.750 19.54
Lift H 2 3 2.448 0.225 3.250 10.74
Staircase
Staircase Walls 1 1 11.900 0.225 3.250 8.70
Staircase Walls V 1 3 4.900 0.225 3.150 10.42
Staircase to lift Walls 1 3 9.300 0.225 3.250 20.40
Staircase Walls V 1 2 11.140 0.225 3.150 15.79
Lift V 1 2 5.700 0.225 3.150 8.08
Staircase 1 3 9.081 0.225 3.150 19.31
Staircase 1 2 11.135 0.225 3.250 16.28
RAMP
Horizontal 1 1 5.560 0.225 3.500 4.38
Vertical 1 2 35.450 0.225 3.500 55.83
Vertical between wall 1 1 3.307 0.225 3.500 2.60
Deduct Columns C4A 1 -16 0.600 0.225 3.500 -7.56
Deductions
W1 -4 1.800 0.225 1.700 -2.75
W2 -86 1.500 0.225 1.700 -49.34
W3 -4 1.200 0.225 1.700 -1.84
V1 -2 1.800 0.225 0.500 -0.41
V2 -2 1.500 0.225 0.500 -0.34
V3 -1 1.200 0.225 0.500 -0.14
D1 -2 1.800 0.225 2.600 -2.11
D2 -5 1.500 0.225 2.600 -4.39
D3 -3 1.200 0.225 2.600 -2.11
D4 -7 1.000 0.225 2.600 -4.10
D5 -4 0.900 0.225 2.100 -1.70
Lift door -10 1.200 0.225 2.100 -5.67
ALD4 -4 1.000 0.225 2.100 -1.89
ALD5 -2 0.900 0.225 2.100 -0.85
FD1 -15 2.000 0.225 2.100 -14.18
FD2 -4 1.500 0.225 2.100 -2.84
Lintels
W1 -4 2.260 0.225 0.175 -0.36
W2 -86 1.960 0.225 0.175 -6.64
W3 -4 1.660 0.225 0.175 -0.26
V1 -2 2.260 0.225 0.175 -0.18
V2 -2 1.960 0.225 0.175 -0.15
V3 -1 1.660 0.225 0.175 -0.07
D1 -2 2.260 0.225 0.175 -0.18
D2 -5 1.960 0.225 0.175 -0.39
D3 -3 1.660 0.225 0.175 -0.20
D4 -7 1.460 0.225 0.175 -0.40
D5 -4 1.360 0.225 0.175 -0.21
Lift door -10 1.660 0.225 0.175 -0.65
ALD4 -4 1.460 0.225 0.175 -0.23
ALD5 -2 1.360 0.225 0.175 -0.11

FD1 -15 2.460 0.225 0.175 -1.45
FD2 -4 1.960 0.225 0.175 -0.31
1020.94
Say 1021.00 Cum
16 100 mm thick brick masonry walls

Horizontal
Block-A
Wall-H 1 12.918 3.750 48.44
DED of col C1A -1 0.600 3.750 -2.25
DED of col C7 -2 1.200 3.750 -9.00
Patients Relation Officer wall-H 2 2.153 2.100 9.04
Patients Relation Officer wall-V 1 5.100 2.100 10.71
1
Patients Relation Office Long. wall-V 7.185 3.750 26.94
DED of col C3 -1 0.900 3.750 -3.38
DED of col C7 -1 1.200 3.750 -4.50
Entrance long Wall -H 1 32.384 2.100 68.01
DED of col C3 -1 0.900 3.250 -2.93
DED of col C7 -2 1.200 3.250 -7.80
Block B
Wc's in Public tolet F&M-H wall 4 1.500 2.100 12.60
Wc's in Public tolet F&M-V wall 4 0.500 2.100 4.20
JAN wall-H typ 2 0.600 3.750 4.50
JAN wall-V typ 2 0.600 3.750 4.50
Urinals in Male toilet-H 1 1.500 2.100 3.15
Urinals in Male toilet-V 1 1.020 2.100 2.14
PHC wall-H 1 1.800 3.750 6.75
PHC wall-V 1 1.070 3.750 4.01
Demo to ELE room wall-H 1 15.400 3.250 50.05
Public toilets M&F wall-H 1 8.184 3.750 30.69
Toil. In PROF./HOD room-H 2 2.800 3.750 21.00
PROF/HOD to ECHOroom-V wall typ 4 20.150 3.250 261.95
DED of col -8 0.900 3.250 -23.40
Public toilet F WC's wall-H 3 0.500 2.100 3.15
Public toilet F WC's wall-V 3 0.750 2.100 4.73
PHC attached to F-toilet-V 1 0.900 2.100 1.89
Public toilet M WC's wall-H 3 0.750 2.100 4.73
Public toilet M WC's wall-V 3 0.500 2.100 3.15
Block-E
Public toilet WC's wall-F&PHC -H typ 4 0.650 2.100 5.46
Public toilet WC's wall-F-V 3 0.500 2.100 3.15
PHC Wall-V 2 1.070 3.450 7.38
DW wall 2 0.375 2.100 1.58
Block-F
PHC Toil. In male observ. Room-H 2 3.465 3.750 25.99
PHC Toil. In male observ. Room-V 2 1.700 3.750 12.75
Dirty utility wall& Duct -H 3 1.800 3.750 20.25
Dirty utility wall & it's Off set-V 2 3.209 3.750 24.07
Nurse station wall-H 1 4.711 3.250 15.31
Clean utility & Store wall-H 3 3.440 3.250 33.54
Clean utility & Store wall-V 2 3.895 3.750 29.21
PHC toiletwall-H in F- observ.ward typ 2 1.900 3.750 14.25
PHC& Dirty utility wall-V in F-
3
observ.ward 2.900 3.150 27.41
Clean utility L-Shape 1 5.350 3.750 20.06

1
Dirty utility & store in TRIAGE wall-H 5.243 3.750 19.66
2
Dirty utility & store in TRIAGE wall-V 3.000 3.750 22.50
Visitor toil. Wall-M-H 2 3.350 3.750 25.13
Visitor toil. Wall-M-V 3 3.925 3.750 44.16
WC's -H wall 2 1.200 3.750 9.00
WC's -V wall 1 8.615 2.950 25.41
2
Visitor toil. Wall-F& PROF./CMO-H 7.094 3.750 53.21
3
Visitor toil. Wall-F& PROF./CMO-V typ 3.350 3.750 37.69
Toil.in stomach wash room-H 2 1.950 3.750 14.63
Toil.in stomach wash room-V 2 1.200 3.750 9.00
ASS.office-V typ 4 3.125 3.750 46.88
ASS.office-H 1 11.437 3.750 42.89
Toilet in police room-H 2 2.025 3.750 15.19
Toilet in police room-V 1 1.700 3.750 6.38
2
Drinking water & waiting room wall-V 4.300 3.750 32.25
Driver room-H typ 3 3.450 3.750 38.81
Driver room-V 1 9.351 3.750 35.07
toil. In Driver room-V 1 1.600 3.750 6.00
toil. In Driver room-H 1 1.600 3.750 6.00
DED of col C3 -9 0.900 3.750 -30.38
USG room wall-V 1 3.000 3.750 11.25
Toil. In USG room wall-V 1 1.500 3.750 5.63
Toil. In USG room wall-H 1 1.850 3.750 6.94
Eqip.store-V 2 3.680 3.750 27.60
Toilet wall-H 2 1.685 3.750 12.64
Toilet wall-V typ 7 4.000 3.150 88.20
Procedure room-ICU-6bed wall-H 1 25.396 3.250 82.54
ICU-6 bed wall-V 1 11.047 3.250 35.90
DED of col C3 -5 0.900 3.250 -14.63
Plaster room-H 1 3.000 3.250 9.75
Plaster room-V 1 3.600 3.250 11.70
Control room-V 1 6.484 3.750 24.32
Blood bank-H 1 2.075 3.750 7.78
Emergency labour-H 2 6.130 3.750 45.98
Emergency labour-V 1 4.000 3.750 15.00
Anesthesia store-H 1 5.400 3.750 20.25
Anesthesia store-V 1 2.385 3.750 8.94
T.S.S.U ROOM WALL-h 1 2.800 3.750 10.50
T.S.S.U ROOM WALL-V 2 5.485 3.750 41.14
Doctor room M&F&Nurse-H typ 4 5.340 3.250 69.42
Doctor room M&F&Nurse-V typ 2 10.634 3.250 69.12
Dirty utility&Clean utility& store typ 4 2.400 3.750 36.00
Nurse duty to Sterile room wall-V 1 18.754 3.250 60.95
Nurse duty to Sterile room wall-H 4 5.210 3.250 67.73
DED of col C3 -2 0.900 3.250 -5.85
Nurse duty room toil.-h 1 1.600 3.750 6.00
Nurse duty room toil.-v 1 1.850 3.750 6.94
House keeping toil.-h 1 1.750 3.750 6.56
House keeping toil.-V 1 1.750 3.750 6.56
elevation fins 53 3.100 3.900 640.77
elevation fins 7 7.500 3.900 204.75

Deductions
D2 -16 1.500 2.600 -62.40
D3 -9 1.200 2.600 -28.08
D4 -56 1.000 2.600 -145.60
D5 -8 0.900 2.100 -15.12
D6 -21 0.800 2.100 -35.28
ALD4 -5 1.000 2.100 -10.50
ALD5 -4 0.900 2.100 -7.56
FD1 -5 2.000 2.100 -21.00
FD2 -6 1.500 2.100 -18.90
Lintels
D2 -16 1.960 0.175 -5.49
D3 -9 1.660 0.175 -2.61
D4 -56 1.460 0.175 -14.31
D5 -8 1.360 0.175 -1.90
D6 -21 1.260 0.175 -4.63
ALD4 -5 1.460 0.175 -1.28
ALD4 -4 1.360 0.175 -0.95
FD1 -5 2.460 0.175 -2.15
FD2 -6 1.960 0.175 -2.06
2473.48
Say 2474.00 Sqm
17 TMT STEEL
Columns Footings 5346.00 100.000 Kgs/Cum 534600.00
Pedestals 239.00 125.000 Kgs/Cum 29875.00
Plinth beams 374.00 125.000 Kgs/Cum 46750.00
Columns upto 4.32 mts level 1447.00 250.000 Kgs/Cum 361750.00
Roof beams upto 3.60 mts level 713.00 250.000 Kgs/Cum 178250.00
Roof Beams upto 7.32 mts level 23.00 250.000 Kgs/Cum 5750.00
125mm thick Roof slab upto 3.60 mts
level 1359.00 80.000 0.125 Kgs/Sqm 13590.00
125mm thick Inclined Slab 275 80.000 0.125 Kgs/Sqm 2750.00
150mm thick waist slab 537.00 80.000 0.150 Kgs/Sqm 6444.00
150mm thick Roof slab up to 3.60mt
ht 10183.00 80.000 0.150 Kgs/Sqm 122196.00
ht 384.00 80.000 0.150 Kgs/Sqm 4608.00
ht 371.00 80.000 0.175 Kgs/Sqm 5194.00
Lintels 16.00 80.000 Kgs/Cum 1280.00
Sunshades 0.6 149.00 0.063 80.000 Kgs/Cum 447.00
Lofts & Platforms 90.00 0.050 80.000 Kgs/Cum 360.00
Shelves 112.00 0.025 80.000 Kgs/Cum 224.00
Sill slabs 8.00 80.000 Kgs/Cum 640.00
1321208.00
Say 1321.20 MT
18 Mild Steel
RBM 2474 2.000 Kgs/Sqm 4948.00
RCM facia 27.00 3.000 Kgs/Sqm 81.00
5029.00
Say 5.03 MT
19 Ceiling plastering

Qty Same as Ceramic tile flooring 190.00
Qty Same as Vitrified flooring 2328.00
Qty Same as common area flooring 2665.00

Qty Same as Granite flooring 128.00
Qty Same as Epoxy Flooring 154.00
Qty Same as Waist Slab Area 537.00
6002.00
Say 6002.00 Sqm
20 Internal plastering 12 mm thick

Block-A
Patient relations Officer 1 28.800 3.750 108.00
Store 1 12.600 3.750 47.25
Block-B
Demo Room typ 2 10.000 3.750 75.00
Minor OT 1 17.200 3.750 64.50
General Medicine Exam-1&2&3 3 17.800 3.750 200.25
Electrical Room 1 16.200 3.750 60.75
Injection Room-F&M 2 13.600 3.750 102.00
Exam Room-1 1 17.000 3.750 63.75
Procedure Room 1 17.200 3.750 64.50
Prof/HOD room 2 15.400 3.750 115.50
Prof/HOD room 2 15.400 3.750 115.50
TMT Room 1 15.400 3.750 57.75
MALE&FEMALE screening OP 3 22.000 3.750 247.50
ECG&ECHO room 2 14.600 3.750 109.50
Injection room M&F 2 14.200 3.750 106.50
Female screening OP 1 23.200 3.750 87.00
Exam room-2&3 2 16.800 3.750 126.00
Non Teaching Staff Room 2 14.000 3.750 105.00
Medicine Dispensing 1 13.400 3.750 50.25
Medicine store 1 9.600 3.750 36.00
Dressing room M&F 2 14.650 3.750 109.88
Geriatric Cold age Exam Room-1&2 2 16.800 3.750 126.00

Block-E
HOD room 1 17.540 3.750 65.78
SR&Jr. Resident 2 15.300 3.750 114.75
Demo room/Library 1 23.990 3.750 89.96
In front of Demo room/Library 1 25.844 3.750 96.92
Associate Room 1 14.290 3.750 53.59
Block-F
Ward with M&F Observation 1 67.396 3.750 252.74
Ward with TRIAGE Observation 1 52.740 3.750 197.78
Off set of Ward with TRIAGE
Observation 1 30.970 3.750 116.14
Reception/Registration 1 14.870 3.750 55.76
USG 1 18.700 3.750 70.13
Equip Store 1 11.360 3.750 42.60
Isolation 1 15.860 3.750 59.48
electrical room 1 16.700 3.750 62.63
Procedure room 1 18.370 3.750 68.89
TRAUMA 1 18.540 3.750 69.53
Clean Utility 1 10.370 3.750 38.89
Dirty utility 1 9.550 3.750 35.81

Dirty utility off set 1 7.946 3.750 29.80
ICU-6 BED 1 37.636 3.750 141.14
Off Set of ICU-6 BED 1 23.768 3.750 89.13
Mobile X-ray 1 11.570 3.750 43.39
Plaster Room 1 13.200 3.750 49.50
Contrl Room 1 10.470 3.750 39.26
CH.room 1 8.300 3.750 31.13
X-RAY room 1 21.070 3.750 79.01
Blood Bank 1 12.150 3.750 45.56
Emergency Labor 1 20.260 3.750 75.98
Anessthesia Store 1 15.570 3.750 58.39
T.S.S.U 1 16.570 3.750 62.14
Doctor M&F & nurse room 3 17.430 3.750 196.09
Nurse Duty room 1 16.620 3.750 62.33
House keeping 1 20.420 3.750 76.58
Medical Store 1 16.680 3.750 62.55
Residents office and night duty 1 17.420 3.750 65.33
Sterile Store 1 17.650 3.750 66.19
O.T 1&2 2 35.400 3.750 265.50
3.6M Sterile Corrider 1 37.714 3.750 141.43
Store & Dirty Utility 2 8.400 3.750 63.00
Store & Clean Utility 2 9.400 3.750 70.50
Off set of Store & Clean Utility 1 14.270 3.750 53.51
Pre Post OP (5 Beds) 1 30.668 3.750 115.01
A.H.U 1 22.490 3.750 84.34
Dead Body 1 13.930 3.750 52.24
Counseling&Prayer 2 12.900 3.750 96.75
Driver room 1 13.000 3.750 48.75
Police room 1 16.950 3.750 63.56
Emergency office TYP 2 12.250 3.750 91.88
Stomach Wash 1 12.250 3.750 45.94
Prof./CMO 1 13.300 3.750 49.88
in front of Assit.Office 1 12.600 3.750 47.25
Drinking Water DW 1 15.320 3.750 57.45
Waiting room 1 32.146 3.750 120.55
Nurse Station 1 36.998 3.750 138.74
Nurse Station of set 1 11.998 3.750 44.99
Block - B
Entance public toilet -F 1 7.380 3.750 27.68
Wash area 1 7.380 3.750 27.68
WCs 2 8.900 3.750 66.75
PHC Toilet 1 4.700 3.750 17.63
Janitors Room(JAN) 1 7.680 3.750 28.80
Entance public toilet -M 1 4.080 3.750 15.30
WCs 2 4.630 3.750 34.73
Unrinals Space 1 4.700 3.750 17.63
Wash area 1 6.780 3.750 25.43
Toilet in Prof. HOD Room typ 2 3.480 3.750 26.10
wash basin ofToilet in Prof. HOD
Room typ 2 8.300 3.750 62.25
Entance public toilet -F beside
injection room 1 6.300 3.750 23.63
Wash basin area 1 6.000 3.750 22.50
WC's typ 3 12.800 3.750 144.00
PHC toilet 1 4.600 3.750 17.25

Entance public toilet -M beside
injection room 1 8.014 3.750 30.05
Wash basin area 1 5.848 3.750 21.93
WC's typ 3 11.100 3.750 124.88
Urinals space 1 4.600 3.750 17.25
Block - E 7.080 3.750 0.00
Infront of WCs 1 6.042 3.750 22.66
WCs 3 11.824 3.750 133.02
PHC toilet 1 5.000 3.750 18.75
Urinal space 1 5.752 3.750 21.57
WC's 3 7.080 3.750 79.65
Wash basin area 1 5.000 3.750 18.75
Block - F 12.140 3.750 0.00
PHCToilet in Male observation ward 1 0.000 3.750 0.00

PHC Toilet in Female observ. ward 1 10.330 3.750 38.74
Visitor toilet-M 1 7.000 3.750 26.25
WCs 1 14.550 3.750 54.56
Visitor toilet-F 1 6.200 3.750 23.25
WCs 1 12.800 3.750 48.00
Toilet off set 1 5.350 3.750 20.06
Toilet in Stomach Wash room 1 5.700 3.750 21.38
Toilet in Police room 1 6.300 3.750 23.63
Toilet in driverRoom 1 7.450 3.750 27.94
Toilet in USG Room 1 6.400 3.750 24.00
attached toilet to procedure room 1 6.700 3.750 25.13
Wash basin 1 6.650 3.750 24.94
Toi. In ICU-6 bed 1 7.890 3.750 29.59
Toi.In Doctor M&F room& Nurse typ 3 6.700 3.750 75.38
Toilet in Duty Nurse duty Room 1 6.750 3.750 25.31
Toilet in House keeping Room 1 6.900 3.750 25.88
Service shaft 2 10.910 3.750 81.83
Block-A
Waiting & Registration 1 77.181 3.750 289.43
4.5m Corrider & Waiting room 1 128.408 3.750 481.53
Block-b
3.6m wide passage 1 112.800 3.750 423.00
Injection room off set 1 3.800 3.750 14.25
In front of public toilet 1 4.000 3.750 15.00
Waiting area Including 2.15M corri. 2 44.300 3.750 332.25

1.8M wide passage 1 111.000 3.750 416.25
toilet offset 1 1.320 3.750 4.95
connecting corridors
Corri. in front of stair case& lift lobby 1 21.360 3.750 80.10

llift offset 1 2.100 3.750 7.88
llift Lobby 1 20.100 3.750 75.38
Block-F
2.45M wide corrider 1 125.236 3.750 469.64
Toilet offset 1 17.790 3.750 66.71
2.45wide passage-V 1 32.260 3.750 120.98
2.45wide passage-h 1 68.292 3.750 256.10
Ambulance entry 2450 passage 1 48.270 3.750 181.01

In front A.H.U Corrider 1 35.246 3.750 132.17
3.6mcorridor in front OT1&2 1 38.300 3.750 143.63
2M corri.in front of M&F Doctor room 1 23.568 3.750 88.38

1.5M corridor 1 25.694 3.750 96.35
Corrider in front of House keeping 1 24.850 3.750 93.19
1.5M Dirty corri. Back side of OT
1&@2 1 34.180 3.750 128.18
lift offset 1 13.120 3.750 49.20
in front of lifts 1 21.566 3.750 80.87
Lifts Internal 6 9.600 3.750 216.00
Lifts Internal 4 10.800 3.750 162.00
Central Ramp
Ramp 1st & 3rd flight 2 71.230 3.750 534.23
Landings 1 10.240 3.750 38.40
Roof Level Landing 1 10.210 3.750 38.29
Staircase
Staircase Central 2 28.452 3.750 213.39
Stair case 5 26.252 3.750 492.23
Platform walls 30 0.600 0.900 16.20
Cupboard walls 30 0.600 2.100 37.80
Columns @C,D&E
C1A 38 2.400 3.750 342.00
C2 147 3.000 3.750 1653.75
C3 24 3.600 3.750 324.00
C4A 23 1.800 3.750 155.25
beams @C &E
harizontals 20 59.605 0.500 596.05
veticals 32 37.020 0.500 592.32
beams @D
harizontals 10 35.600 0.500 178.00
veticals 10 40.350 0.500 201.75
Deductions
D1 -2 1.800 2.600 -9.36
D2 -21 1.500 2.600 -81.90
D3 -11 1.200 2.600 -34.32
D4 -63 1.200 2.600 -196.56
D5 -12 0.900 2.100 -22.68
D6 -21 0.800 2.100 -35.28
FD1 -23 2.000 2.100 -96.60
FD2 -10 1.500 2.100 -31.50
ALD4 -9 1.000 2.600 -23.40
ALD5 -6 0.900 2.600 -14.04
Lift door -10 1.200 2.100 -25.20
Ded for Dadooing with ceramic tiles
for Toilets -341.27
Ded for Dadooing in corridor &
Wards -1402.71
Ded for Cladding with granite -75.49
15749.71
Say 15750.00 Sqm
19 External plastering
All round the Building (as per CAD) 1 458.994 3.900 1790.08
All round portico 1 556.740 0.750 417.56

ramp 1 102.000 3.900 397.80
block-a open to sky 2 55.000 3.900 429.00
block-b open to sky 1 108.500 3.900 423.15
block-d open to sky 1 59.600 3.900 232.44
block-f open to sky 1 39.303 3.900 153.28
elevation fins 106 0.600 3.900 248.04
elevation fins 14 0.600 3.900 32.76
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -86 1.500 1.700 -219.30
W3 -4 1.200 1.700 -8.16
V1 -2 0.900 1.800 -3.24
V2 -2 0.600 0.500 -0.60
V3 -1 3.000 2.600 -7.80
FD1 -2 2.000 2.100 -8.40
4189.49
Say 4190.00 Sqm
20 Basement plastering
550.79
Say 551.00 Sqm
21 RCM Drop
Main Entrance Portico 3 Sides 3 29.405 0.300 26.46
26.46
Say 27.00 Sqm
Flooring
22 Ceramic Tile Flooring
Block - B
Wash area 1 2.350 2.100 4.94
WCs 2 1.350 1.000 2.70
PHC Toilet 1 1.800 2.040 3.67
WCs 2 1.350 1.000 2.70
Unrinals Space 1 1.350 2.040 2.75
Wash area 1 2.043 3.000 6.13
Room typ 2 1.350 1.800 4.86
injection room 1 1.300 1.700 2.21
Wash basin area 1 1.800 4.600 8.28
WC's typ 3 1.300 1.000 3.90
PHC toilet 1 2.270 1.737 3.94
injection room 1 1.878 1.046 1.96

Wash basin area 1 1.878 3.672 6.90
WC's typ 3 1.300 1.000 3.90
Urinals space 1 1.500 2.040 3.06
Block - E
Infront of WCs 1 4.112 1.800 7.40
WCs 3 1.500 1.000 4.50
PHC toilet 1 1.600 2.140 3.42
Urinal space 1 1.500 2.040 3.06
WC's 3 1.500 1.000 4.50
Wash basin area 1 4.270 1.800 7.69
Block - F

Visitor toilet-M 1 3.350 3.925 13.15
WCs 1 1.900 1.200 2.28
Visitor toilet-F 1 3.350 3.050 10.22
WCs 1 1.375 1.300 1.79
Toilet off set 1 1.400 1.450 2.03
Wash basin 1 2.260 1.685 3.81
Toi. In ICU-6 bed 1 1.600 1.750 2.80
Service shaft 2 4.400 0.75 6.60
190.27
Say 190.00 Sqm
23 Vitrified Tile Flooring

a Vitrified Tile Flooring in Rooms
Block-A
Patient relations Officer 1 4.200 10.200 42.84
Store 1 3.000 3.300 9.90
Block-B
Demo Room typ 2 6.350 5.000 63.50
Minor OT 1 3.600 5.000 18.00
General Medicine Exam-1&2&3 3 4.700 4.200 59.22
Electrical Room 1 3.100 5.000 15.50
Injection Room-F&M 2 4.350 2.450 21.32
Exam Room-1 1 3.500 5.000 17.50
Procedure Room 1 3.600 5.000 18.00
Prof/HOD room 2 3.000 4.700 28.20
Prof/HOD room 2 3.000 4.700 28.20
TMT Room 1 4.700 3.000 14.10
MALE&FEMALE screening OP 3 4.700 6.300 88.83
ECG&ECHO room 2 4.700 2.600 24.44
Injection room M&F 2 4.700 2.400 22.56
Female screening OP 1 4.700 6.900 32.43
Exam room-2&3 2 4.700 3.700 34.78

Medicine Dispensing 1 3.000 3.700 11.10
Medicine store 1 3.000 1.800 5.40
Dressing room M&F 2 4.700 2.625 24.68
Geriatric Cold age Exam Room-1&2 2 4.700 3.700 34.78

Block-E
HOD room 1 5.270 3.500 18.45
SR&Jr. Resident 2 4.150 3.500 29.05
Demo room/Library 1 5.145 6.850 35.24
In front of Demo room/Library 1 9.777 3.145 30.75
Associate Room 1 4.000 3.145 12.58
Block-F
Ward with M&F Observation 1 15.300 18.398 281.49
DED of Dirty Utility -1 1.800 2.400 -4.32
DED of Clean Utility & Store room -2 3.440 1.800 -12.38
DED of Dirty Utility -1 1.800 3.000 -5.40
DED of Clean Utility -1 3.350 2.000 -6.70
DED of Dirty Utility 1 1.800 2.400 4.32
DED of Clean Utility & Store room 2 3.440 1.800 12.38
DED of Dirty Utility 1 1.800 3.000 5.40
DED of Clean Utility 1 3.350 2.000 6.70
Ward with TRIAGE Observation 1 7.780 18.590 144.63
DED of Dirty Utility & Store room -1 2.530 2.950 -7.46
DED of Dirty Utility & Store room 1 2.530 2.950 7.46
Observation 1 6.000 9.485 56.91
Reception/Registration 1 3.385 4.050 13.71
USG 1 6.350 3.000 19.05
Ded of toilet in USG -1 1.850 1.500 -2.78
Equip Store 1 2.000 3.680 7.36
Isolation 1 4.250 3.680 15.64
electrical room 1 4.450 3.900 17.36
Procedure room 1 5.185 4.000 20.74
TRAUMA 1 5.270 4.000 21.08
Clean Utility 1 3.135 2.050 6.43
Dirty utility 1 2.425 2.350 5.70
Dirty utility off set 1 2.425 1.548 3.75
ICU-6 BED 1 11.956 6.862 82.04
Off Set of ICU-6 BED 1 7.698 4.186 32.22
Ded of toilet in ICU-6 BED -1 1.600 1.750 -2.80
Mobile X-ray 1 3.000 2.785 8.36
Plaster Room 1 3.000 3.600 10.80
Contrl Room 1 1.800 3.435 6.18
CH.room 1 1.800 2.350 4.23
X-RAY room 1 4.050 6.485 26.26
Blood Bank 1 4.000 2.075 8.30
Emergency Labor 1 6.130 4.000 24.52
Anessthesia Store 1 5.400 2.385 12.88
T.S.S.U 1 2.800 5.485 15.36
Doctor M&F & nurse room 3 5.340 3.375 54.07
DED of toilets -3 1.725 1.650 -8.54
Nurse Duty room 1 5.210 3.100 16.15
DED of toilet in Nurse Duty room -1 1.850 1.600 -2.96
House keeping 1 5.210 5.000 26.05
DED of toilet in House keeping -1 1.700 1.700 -2.89

Medical Store 1 5.210 3.130 16.31
Residents office and night duty 1 5.210 3.500 18.24
Sterile Store 1 5.210 3.615 18.83
O.T 1&2 2 10.100 7.600 153.52
3.6M Sterile Corrider 1 15.257 3.600 54.93
Store & Dirty Utility 2 2.400 1.800 8.64
Store & Clean Utility 2 2.400 2.300 11.04
Off set of Store & Clean Utility 1 2.834 4.301 12.19
Pre Post OP (5 Beds) 1 7.834 7.500 58.76
A.H.U 1 3.305 7.940 26.24
Dead Body 1 3.305 3.660 12.10
Counseling&Prayer 2 3.450 3.000 20.70
Driver room 1 3.450 3.050 10.52
DED of toilet in Driver Room -1 1.600 1.600 -2.56
Police room 1 5.250 3.225 16.93
DED of toilet in Police Room -1 1.700 2.025 -3.44
Emergency office TYP 2 3.000 3.125 18.75
Stomach Wash 1 3.000 3.125 9.38
DED of toilet in Stomach wash -1 1.950 1.200 -2.34
Prof./CMO 1 3.600 3.050 10.98
in front of Assit.Office 1 5.100 1.200 6.12
Drinking Water DW 1 3.500 4.160 14.56
Waiting room 1 7.498 8.575 64.30
Nurse Station 1 12.100 6.399 77.43
Nurse Station of set 1 3.549 2.450 8.70
2327.44
Say 2328.00 Sqm
b) Flooring with high polished

granite in Corridors
Block-A
DED of Patient Relations Officer -1 4.200 10.200 -42.84
DED of store room -1 3.000 3.300 -9.90
Lift Lobby offs set 1 2.450 12.841 31.46
Block-b
3.6m wide passage 1 52.800 3.600 190.08

1.8M wide passage 1 53.700 1.800 96.66
toilet offset 1 9.700 0.66 6.40

llift offset 1 1.050 5.400 5.67
llift Lobby 1 4.650 5.400 25.11
Block-F
2.45M wide corrider 1 60.168 2.450 147.41
Toilet offset 1 8.130 1.530 12.44
2450 wide passage-V 1 2.450 13.680 33.52
2450 wide passage-H 1 2.450 31.696 77.66


1.5M corridor 1 1.500 11.347 17.02
1&@2 1 15.590 1.500 23.39
in front of lifts 1 6.659 2.024 13.48
lift offset 1 8.760 2.023 17.72
Service shaft 1 2.400 3.055 7.33
2664.69
Say 2665.00 Sqm
c) Epoxy Flooring
Block-B
O.T -1&2 typ 2 10.100 7.600 153.52
153.52
Say 154.00 Sqm
24 Granite Slabs
Block-B2
Staircase Entrance 1 3.860 2.500 9.65
Staircase Midlanding 6 2.000 2.000 24.00
Block-C2
Block-D2
Block-E2
Block-F2
127.50
Say 128.00 Sqm
25 High polished granite platforms

Qty same as Platforms 40.00
40.00
Say 40.00 Sqm
26 High polished granite for sill slabs

W1 4 1.800 0.225 1.62
W2 86 1.500 0.225 29.03
W3 4 1.200 0.225 1.08
V1 2 1.800 0.225 0.81
V2 2 1.500 0.225 0.68
V3 1 1.200 0.225 0.27
33.48
Say 34.00 Sqm
26 Granolithic flooring

Lifts 4 2.400 3.000 28.80
Lifts 6 2.450 2.445 35.94
64.74
Say 65.00 Sqm
27 Chequered tiles Flooring

Block-A
Colonnade 1 64.688 3.646 235.85
Block-B
Colonnade-H 1 61.425 3.646 223.96
Colonnade-V 1 9.235 3.646 33.67
Block-C
Parking 1 2232.300 2232.30
Ded of Lift& Service lift Lobby 1 5.817 3.050 17.74
Ded of stair case 1 7.051 5.850 41.25
RAMP
Ramp b/w Block C&D 1 35.138 5.560 195.37
Block-D
Parking area 1 1494.800 1494.80
Ded of Open Sky -1 21.675 8.556 -185.45
Ded of Stair Case -1 7.130 5.149 -36.71
Block-E
Parking area 1 2234.970 2234.97
Ded of Lift& Service lift Lobby -1 5.780 3.050 -17.63
Ded of stair case -1 5.847 7.047 -41.20
Block-F
COLONNADE-V 1 12.712 3.519 44.73
COLONNADE-H 1 63.859 3.848 245.73
6719.37
Say 6720.00 Sqm
28 Polished Granite slab
i Treads
Staircase (All Blocks) 7 23 2.000 0.300 96.60
96.60
Say 97.00 Sqm
ii Risers
54.60
Say 55.00 Sqm
Skirting
29 Skirting with Vitrified Tiles
Block-A
Patient relations Officer 1 28.800 28.80
Store 1 12.600 12.60
Block-B
Demo Room typ 2 10.000 20.00
Minor OT 1 17.200 17.20
General Medicine Exam-1&2&3 3 17.800 53.40
Electrical Room 1 16.200 16.20
Injection Room-F&M 2 13.600 27.20
Exam Room-1 1 17.000 17.00
Procedure Room 1 17.200 17.20
Prof/HOD room 2 15.400 30.80
Prof/HOD room 2 15.400 30.80

TMT Room 1 15.400 15.40
MALE&FEMALE screening OP 3 22.000 66.00
ECG&ECHO room 2 14.600 29.20
Injection room M&F 2 14.200 28.40
Female screening OP 1 23.200 23.20
Exam room-2&3 2 16.800 33.60
Non Teaching Staff Room 2 14.000 28.00
Medicine Dispensing 1 13.400 13.40
Medicine store 1 9.600 9.60
Dressing room M&F 2 14.650 29.30
Geriatric Cold age Exam Room-1&2 2 16.800 33.60

Block-E
HOD room 1 17.540 17.54
SR&Jr. Resident 2 15.300 30.60
Demo room/Library 1 23.990 23.99
In front of Demo room/Library 1 25.844 25.84
Associate Room 1 14.290 14.29
Block-F
Ward with M&F Observation 1 67.396 67.40
Ward with TRIAGE Observation 1 52.740 52.74
Observation 1 30.970 30.97
Reception/Registration 1 14.870 14.87
USG 1 18.700 18.70
Equip Store 1 11.360 11.36
Isolation 1 15.860 15.86
electrical room 1 16.700 16.70
Procedure room 1 18.370 18.37
TRAUMA 1 18.540 18.54
Clean Utility 1 10.370 10.37
Dirty utility 1 9.550 9.55
Dirty utility off set 1 7.946 7.95
ICU-6 BED 1 37.636 37.64
Off Set of ICU-6 BED 1 23.768 23.77
Mobile X-ray 1 11.570 11.57
Plaster Room 1 13.200 13.20
Contrl Room 1 10.470 10.47
CH.room 1 8.300 8.30
X-RAY room 1 21.070 21.07
Blood Bank 1 12.150 12.15
Emergency Labor 1 20.260 20.26
Anessthesia Store 1 15.570 15.57
T.S.S.U 1 16.570 16.57
Doctor M&F & nurse room 3 17.430 52.29
Nurse Duty room 1 16.620 16.62
House keeping 1 20.420 20.42
Medical Store 1 16.680 16.68
Residents office and night duty 1 17.420 17.42
Sterile Store 1 17.650 17.65
O.T 1&2 2 35.400 70.80
3.6M Sterile Corrider 1 37.714 37.71
Store & Dirty Utility 2 8.400 16.80
Store & Clean Utility 2 9.400 18.80
Off set of Store & Clean Utility 1 14.270 14.27
Pre Post OP (5 Beds) 1 30.668 30.67

A.H.U 1 22.490 22.49
Dead Body 1 13.930 13.93
Counseling&Prayer 2 12.900 25.80
Driver room 1 13.000 13.00
Police room 1 16.950 16.95
Emergency office TYP 2 12.250 24.50
Stomach Wash 1 12.250 12.25
Prof./CMO 1 13.300 13.30
in front of Assit.Office 1 12.600 12.60
Drinking Water DW 1 15.320 15.32
Waiting room 1 32.146 32.15
Nurse Station 1 36.998 37.00
Nurse Station of set 1 11.998 12.00
1758.51
Say 1759.00 Rmt
30 Skirting with Granite

Staircase Central 2 28.452 56.90
Stair case 5 26.252 131.26
188.16
Say 189.00 Rmt
e) Epoxy Coving
O.T-1&2 2 35.400 3.750 265.50
265.50
Say 266.00 SQM
31 Cladding with granite slabs

Block-B2
Lift wall 1 5.750 3.750 21.56
Lift wall 1 5.400 3.750 20.25
Block-C2
Lift wall Service 1 2.400 3.750 9.00
Block-E2
Lift wall 1 5.400 3.750 20.25
Block-F2
Lift wall 1 5.500 3.750 20.63
Deductions
Lift door -10 1.200 2.100 -25.20
75.49
Say 76.00 Sqm
32 Dadooing with Ceramic Tiles

Block - B
Wash area 1 7.380 2.100 10.48
WCs 2 8.900 2.100 13.00
PHC Toilet 1 4.700 2.100 7.80
WCs 2 4.630 2.100 8.73
Unrinals Space 1 4.700 2.100 7.80
Wash area 1 6.780 2.100 9.88

Room typ 2 8.300 2.100 12.40
injection room 1 6.300 2.100 9.40
Wash basin area 1 6.000 2.100 9.10
WC's typ 3 12.800 2.100 17.90
PHC toilet 1 4.600 2.100 7.70
injection room 1 8.014 2.100 11.11
Wash basin area 1 5.848 2.100 8.95
WC's typ 3 11.100 2.100 16.20
Urinals space 1 4.600 2.100 7.70
Block - E 7.080 2.100 9.18
Infront of WCs 1 6.042 2.100 9.14
WCs 3 11.824 2.100 16.92
PHC toilet 1 5.000 2.100 8.10
Urinal space 1 5.752 2.100 8.85
WC's 3 7.080 2.100 12.18
Wash basin area 1 5.000 2.100 8.10
Block - F 12.140 2.100 14.24

Visitor toilet-M 1 7.000 2.100 10.10
WCs 1 14.550 2.100 17.65
Visitor toilet-F 1 6.200 2.100 9.30
WCs 1 12.800 2.100 15.90
Toilet off set 1 5.350 2.100 8.45
Wash basin 1 6.650 2.100 9.75
Toi. In ICU-6 bed 1 7.890 2.100 10.99
Service shaft 2 10.910 2.100 45.82
Deductions
D3 -9 1.200 2.100 -22.68
D4 -56 1.000 2.100 -117.60
D5 -8 0.900 2.100 -15.12
D6 -21 0.800 2.100 -35.28
341.27
Say 342.00 Sqm
33 Dadooing in corridor & Wards

Block-A
Block-b
3.6m wide passage 1 112.800 1.500 169.20


1.8M wide passage 1 111.000 1.500 166.50
toilet offset 1 1.320 1.500 1.98

llift offset 1 2.100 1.500 3.15
llift Lobby 1 20.100 1.500 30.15
Block-F
2.45M wide corrider 1 125.236 1.500 187.85
Toilet offset 1 17.790 1.500 26.69
2.45wide passage-V 1 32.260 1.500 48.39
2.45wide passage-h 1 68.292 1.500 102.44

1.5M corridor 1 25.694 1.500 38.54
1&@2 1 34.180 1.500 51.27
lift offset 1 13.120 1.500 19.68
in front of lifts 1 21.566 1.500 32.35
Deductions
D2 -16 1.500 1.500 -36.00
D3 -13 1.200 1.500 -23.40
D4 -30 1.000 1.500 -45.00
D5 -7 0.900 1.500 -9.45
FD1 -23 2.000 1.500 -69.00
FD2 -9 1.500 1.500 -20.25
ALD4 -4 1.000 1.500 -6.00
ALD5 -5 0.900 1.500 -6.75
1402.71
Say 1403.00 Sqm
34 Plinth Portection
All round the Building
All round the Building 1 1 1130.600 0.400 452.24
452.24
Say 453.00 Sqm
35 Railing
Stair case 5 7.490 0.900 33.71
52.16
Say 53.00 Sqm
36 Grip bar
Diff Abled Toilet 4 4.000 16.00
Staircase
Stair case 5 26.252 131.26
Ramp

Ramp Flights 4 28.800 115.20
Ramp Midlanding 1 11.290 11.29
341.75
Say 342.00 Rmt
37 Expansion joint treatment

Internal
connecting corridor typ 1 6 3.800 22.800
corridor at A-F block 1 1 4.400 4.400
corridor at A-B block 1 1 13.420 13.420
External
81.24
Say 82.00 Rmt
38 Mastic pad
connecting corridor typ 1 6 3.800 0.400 9.120
corridor at A-F block 1 1 4.400 0.400 1.760
corridor at A-B block 1 1 13.420 0.400 5.368
16.25
Say 17.00 Sqm
39 Aluminium sheet
Internal
bottom of Beam/ slab
81.24
Say 82.00 Rmt
40 Polyurethane paint
Walls
OT-1&2 2 35.400 3.000 212.40
Ceiling
OT-1&2 2 10.100 7.600 153.52
365.92
Say 366.00 Sqm
41 False ceiling
Qty Same as Vitrified flooring & 4993.00
Corridor flooring 1 4993.00
4993.00
Say 4993.00 Sqm
42 Whiting for ceiling
Same as ceiling plastering 6002.00
6002.00
Say 6002.00 Sqm
43 Wall putty

Same as internal plastering 15750.00
15750.00
Say 15750.00 Sqm
44 Texture paint for external

plastering
Same as of external plastering @
25% 0.00
0.00
Say 0.00 Sqm
45 Plastic Emulsion Paint for interior
faces of walls
15750.00
Say 15750.00 Sqm
46 Emulsion paint for external

plastering
Same as of external plastering 4190.00
4190.00
Say 4190.00 Sqm
47 Painting to iron Work

Quantity Same as MS Grill 244.00
244.00 Sqm
Say 244.00 Sqm
46 Polishing to wood woork

MD 0.75 2 3.000 2.600 11.700
11.70
Say 12.00 Sqm
47 Painting to wood woork

D1 0.75 4 1.500 2.600 11.70
D2 0.75 21 1.500 2.600 61.43
D3 0.75 11 1.200 2.600 25.74
D4 0.75 63 1.000 2.600 122.85
D5 0.75 12 0.900 2.100 17.01
238.725
Say 239.00 Sqm
48 S & F of Doors
a MD1 (3.00 x 2.60 M) 2 3.000 2.600 15.60
Say 15.60 Sqm
b D1(1.80 X 2.60) 4 1.800 2.600 18.72

Say 18.72 Sqm
c D2 (1.50 X 2.60) 21 1.500 2.600 81.90

Say 81.90 Sqm
d D3 (1.20 X 2.60) 11 1.200 2.600 34.32

Say 34.32 Sqm
d D3 (1.20 X 2.60) X Ray Room Door 8 1.200 2.600 24.96

Say 24.96 Sqm

e D4 (1 X 2.60) 63 1.000 2.600 163.80

Say 163.80 Sqm
f D5 (0.9 X 2.10) 12 0.900 2.100 22.68

Say 22.68 Sqm
D6 frame
g D6 21 5.000 105.00
105.00
Say 105.00 RMT
h D6(0.8 X 2.10) - shutter 21 0.800 2.100 35.28

Say 35.28 sqm
i SD (0.90 X 2.10) 2 0.900 2.100 3.78

Say 3.78 Sqm
i F.D 1 doors
FD 1 (2.0X 2.10) 21 2.000 2.600 109.20
FD 2 (1.5X 2.10) 10 1.500 2.600 39.00
148.20
Say 148.20 Sqm
j ALD doors
ALD4 (1.0X 2.10) 9 1.000 2.100 18.90
18.90
Say 18.90 Sqm
ALD5 (0.9X 2.10) 6 0.900 2.100 11.34

11.34
Say 11.34 Sqm
49 Windows
a 2 Track Sliding Windows
W1 4 1.800 1.700 12.24
W2 81 1.500 1.700 206.55
W3 4 1.200 1.700 8.16
Total Quantity 226.95 Sqm
c 3 Track Sliding Windows

W2 5 1.500 1.700 12.75
50 Ventilators
V1 2 1.800 0.500 1.80
V2 2 1.500 0.500 1.50
V3 1 1.200 0.500 0.60
3.90 Sqm
51 MS Grill for Windows @ 15

Kg/Sqm
W1 4 1.800 1.700 12.24
W2 86 1.500 1.700 219.30
W3 4 1.200 1.700 8.16
Ventilators

V1 2 1.800 0.500 1.80
V2 2 1.500 0.500 1.50
V3 1 1.200 0.500 0.60
243.60
Say 244.00 Sqm
3660.00 Kgs
37 Cupboards
Block-A
Pharmacy store 2 5.135 2.100 21.57
Block-B
Dressing room(F) 1 3.000 2.100 6.30
Dressing room(M) 1 3.000 2.100 6.30
Geriatric Age (TYP) 3 1.000 2.100 6.30
Minor OT 1 3.000 2.100 6.30
Gen. medi. Exam-1 Low ht. storage 1 2.000 2.100 4.20

Injection roomM&F shelves 2 2.000 2.100 8.40
Exam room-1 low ht. storage 1 2.000 2.100 4.20
Prof/HOD to ECHo room 1 1.000 2.100 2.10
Injection room M&F to Exam room-2 1 1.000 2.100 2.10

Injection roomM&F Shelves 1 1.000 2.100 2.10
Associate 1 2.400 2.100 5.04
crash Cert &storage in Procedure rm 2 2.400 2.100 10.08

Block-F
Rooms 15 2.400 2.100 75.60
173.19
Say 174.00 Sqm
38 Portico Slab
Pitched Roof@ Double height for
portico
portico Slab 2 11.279 12.150 274.079
274.08
Say 275.00 Sqm
39 Elevation tiles over Portico@
Double height for portico
2 11.279 12.150 274.079
274.08
Say 275.00 Sqm
40 External Brick Cladding
All round portico 1 556.740 0.750 417.56
ramp 1 102.000 3.900 397.80
block-a open to sky 2 55.000 3.900 429.00
block-b open to sky 1 108.500 3.900 423.15
block-d open to sky 1 59.600 3.900 232.44
block-f open to sky 1 39.303 3.900 153.28
elevation fins 106 0.600 3.900 248.04

elevation fins 14 0.600 3.900 32.76
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -86 1.500 1.700 -219.30
W3 -4 1.200 1.700 -8.16
V1 -2 0.900 1.800 -3.24
V2 -2 0.600 0.500 -0.60
V3 -1 3.000 2.600 -7.80
FD1 -2 2.000 2.100 -8.40
4189.49
Say 4190.00 Sqm

Detailed Estimate - FIRST FLOOR
1 VRCC M25 grade
a Columns
C1 0.785 31 0.9 3.850 84.321
C1A 50 0.600 0.600 3.850 69.300
C2 248 0.750 0.750 3.850 537.075
C3 89 0.900 0.900 3.850 277.547
C4 0.785 10 0.9 3.850 27.200
C4A 20 0.300 0.600 3.850 13.860
C5 0.785 4 1.2 3.850 14.507
C6 0.785 9 0.9 3.850 24.480
C7 11 1.200 1.200 3.850 60.984
472 1109.27
Say 1110.00 Cum
b Roof Beams
Horizontal
A16-A30 1 18.650 0.230 0.500 2.145
B1-B46 ,D1-D46 2 61.520 0.230 0.500 14.150
I15-I20 1 8.314 0.230 0.500 0.956
M1-M44 1 58.570 0.230 0.500 6.736
Ded beam M4-M10 -1 8.314 0.230 0.500 -0.956
Add beam M4-M10 1 8.314 0.230 0.550 1.052
Ded beam M34-M42 -1 8.302 0.230 0.500 -0.955
Add beam M34-M42 1 8.302 0.230 0.550 1.050
W1-W4,Z1-Z4,e1-e4 3 5.170 0.230 0.500 1.784
W4-W10,Z4-Z10,e4-e10 3 8.314 0.230 0.600 3.442
W10-W15,Z10-Z15,e10-e15 3 4.788 0.230 0.500 1.652
i1-i15 1 18.270 0.230 0.500 2.101
Q17-Q27 ,Z17-Z27 2 11.832 0.230 0.500 2.721
i15-i17,e15-e17 2 4.968 0.230 0.500 1.143
e17-e30 1 16.718 0.230 0.500 1.923
m17-m30 1 16.488 0.230 0.500 1.896
i17-i30 1 16.718 0.230 0.600 2.307
secondary beam 1 3.000 0.230 0.500 0.345
W30-W34 1 4.914 0.230 0.450 0.509
z30-Z34,e30-e34 2 4.914 0.230 0.500 1.130
W34-W42 1 8.302 0.230 0.550 1.050
z34-Z42,e340-e42 2 8.302 0.230 0.600 2.291
W42-W44,z42-Z44,e42-e44 3 5.170 0.230 0.500 1.784
v42-v44 1 4.940 0.230 0.500 0.568
i30-i44 1 18.386 0.230 0.500 2.114
secondary beam 1 2.942 0.230 0.500 0.338
m31-m38 1 9.703 0.230 0.650 1.451
r31-r38 1 9.058 0.230 0.750 1.563
secondary beam 2 3.072 0.230 0.500 0.707
q42-q44 1 5.170 0.230 0.500 0.595
v2-v5 typ 2 5.960 0.230 0.500 1.371
B'2-B'5 1 6.190 0.230 0.500 0.712
v5-v7 typ 2 2.450 0.230 0.500 0.564
v7-v36,B'7-B'36 2 37.430 0.230 0.600 10.331
v36-v45 1 13.016 0.230 0.500 1.497
APMSIDC-MTM IPD-DET-FF 655 OF 3032

z41-z45,E'41-E'45,H'41-H'45,S'41-
S'45,d'41-d'45,k'41-k'45,s'41-s'45 8 6.756 0.230 0.500 6.216
secondary beam 2 6.296 0.230 0.500 1.448
G'3-G'39 1 49.550 0.230 0.500 5.698
secondary beam 1 5.390 0.230 0.500 0.620
H'39-H'41 1 2.440 0.230 0.500 0.281
L'5-L'12,V'5-V-12 2 7.950 0.230 0.600 2.194
L'12-L'39 ,V'12-V'39 2 35.750 0.230 0.500 8.223
secondary beam 2 5.040 0.230 0.500 1.159
secondary beam 2 4.340 0.230 0.500 0.998
O'2-O'5 typ 2 5.850 0.230 0.500 1.346
b'3-b'39 1 49.550 0.230 0.500 5.698
f'3-f'5 typ 3 5.960 0.230 0.500 2.056
f'5-f'7 typ 2 2.450 0.230 0.500 0.564
f'7-f'36 typ 2 37.430 0.230 0.600 10.331
f'36-f'39 typ 2 3.820 0.230 0.500 0.879
secondary beam 3 2.440 0.230 0.500 0.842
f'39-f'41 1 2.440 0.230 0.500 0.281
Ramp beams 14 2.520 0.230 0.250 2.029
Ramp beams 2 5.340 0.230 0.250 0.614
s'54-s'72,h'54-h'72,z'54-z'72 typ 3 24.316 0.230 0.500 8.389
secondary beam 3 24.316 0.230 0.500 8.389
s'71-s'77 1 7.556 0.230 0.650 1.130
s'77-s'81 typ 2 3.570 0.230 0.500 0.821
m'72-m'77 1 7.326 0.230 0.475 0.800
secondary beam 1 7.128 0.230 0.475 0.779
secondary beam 1 3.570 0.230 0.500 0.411
z'72-z'80 1 11.126 0.230 0.500 1.279
secondary beam 1 10.896 0.230 0.500 1.253
Q'54-Q'58,I'54-I'58 2 6.770 0.230 0.500 1.557
secondary beam 2 6.770 0.230 0.500 1.557
Q'58-Q'66,I'58-I'668 2 10.560 0.230 0.600 2.915
secondary beam 2 10.100 0.230 0.500 2.323
z54-z57 1 4.800 0.230 0.500 0.552
z57-z63 1 8.000 0.230 0.600 1.104
z63-z67 1 4.530 0.230 0.500 0.521
Q'66-Q'72 1 6.986 0.230 0.500 0.803
secondary beam 2 6.986 0.230 0.500 1.607
Q'72-Q'80,I'72-I'80,z72-z80 3 11.126 0.230 0.500 3.838
secondary beam 2 10.896 0.230 0.500 2.506
u54-u59 1 7.068 0.230 0.500 0.813
u75-u80 1 6.846 0.230 0.500 0.787
secondary beam 4 2.734 0.230 0.500 1.258
w'86-w'88 typ 7 6.756 0.230 0.500 5.439
m'86-m'88 typ 2 6.526 0.230 0.500 1.501
w'88-w'91 typ 4 2.440 0.230 0.500 1.122
w'91-w'121,s'91-s'121 2 41.250 0.230 0.500 9.488
w'121-w'123 typ 4 2.450 0.230 0.500 1.127
w'123-w'128 typ 2 5.960 0.230 0.500 1.371

v'123-v'128 1 5.960 0.230 0.500 0.685
q123-q'128 typ 4 5.850 0.230 0.500 2.691
secondary beam 1 5.390 0.230 0.500 0.620
C'123-C'128 typ 3 5.988 0.230 0.500 2.066
P'91-P'123,R'91-R'123 typ 2 43.700 0.230 0.500 10.051
h'91-h'118,w'91-w'118 (near duct) typ 2 35.750 0.230 0.500 8.223
C'94-C'121,M'94-M'121 typ 2 37.430 0.230 0.600 10.331
C'91-C'94 1 3.820 0.230 0.500 0.439
A'91-A'99 typ 2 9.076 0.230 0.650 2.714
A'91-A'89 1 2.520 0.230 0.500 0.290
w100-w106 1 8.480 0.230 0.500 0.975
q44-q47 1 6.838 0.230 0.500 0.786
q47-q83 1 54.010 0.300 0.600 9.722
q83-q88 1 11.424 0.300 0.500 1.714
secondary beam 1 2.986 0.300 0.500 0.448
n91-n89 1 2.510 0.230 0.500 0.289
n91-n127 1 50.000 0.230 0.500 5.750
l85-l127 1 59.770 0.230 0.500 6.874
k46-k52 1 12.144 0.300 0.600 2.186
k52-k61,c52-c61,Y52-Y61 3 14.100 1.200 0.725 36.801
k61-k69,c61-c69,Y61-Y69 2 9.524 0.300 0.575 3.286
k69-k79,c69-c79 ,Y69-Y79 3 14.176 1.200 0.725 36.999
k79-k83 1 9.058 0.300 0.600 1.630
k83-k85 1 3.680 0.300 0.600 0.662
f86-f127 1 59.100 0.230 0.500 6.797
X85-X127 1 59.770 0.230 0.500 6.874
S85-S127 1 59.770 0.230 0.500 6.874
H125-H127 1 2.980 0.230 0.500 0.343
B83-B126,F83-F126 2 63.112 0.230 0.500 14.516
A98-A112 1 19.200 0.230 0.500 2.208
D56-D71 1 20.344 0.230 0.500 2.340
N44-N85,S44-S85 2 64.306 0.230 0.500 14.790
V47-V79 1 45.288 0.300 0.600 8.152
Y52-Y79 typ 3 36.590 0.230 0.500 12.624
Vertical
A16-B16 typ 6 5.264 0.230 0.500 3.632
B1-D1 typ 16 4.040 0.230 0.500 7.434
G1-M1 1 7.270 0.230 0.500 0.836
G4-M4 typ 12 7.270 0.230 0.600 12.039
M1-W1 typ 4 8.332 0.230 0.600 4.599
W1-i1 typ 4 15.658 0.230 0.500 7.203
M17-q17 typ 4 4.400 0.230 0.500 2.024

Z17-e17 typ 4 5.938 0.230 0.500 2.731
M30-W30 typ 4 8.334 0.230 0.600 4.600
W30-e30 typ 4 11.858 0.230 0.500 5.455
e17-i17 typ 5 3.800 0.230 0.500 2.185
i17-m17 typ 7 5.538 0.230 0.500 4.458
i42-q42 typ 1 9.526 0.230 0.600 1.315
m31-r31 typ 2 5.600 0.230 0.500 1.288
r38-v38 1 1.960 0.230 0.500 0.225
q42-v42 1 3.750 0.230 0.500 0.431
v1-B'1 typ 4 7.826 0.230 0.500 3.600
v36-B'36 1 7.826 0.230 0.600 1.080
secondary beams 5 7.596 0.230 0.500 4.368
G'3-B'3 3 2.450 0.230 0.500 0.845
G'3-N'3 1 5.910 0.230 0.500 0.680
G'5-N'5 1 5.910 0.230 0.600 0.816
N'3-X'3 1 6.740 0.230 0.750 1.163
N'5-X'5 1 6.740 0.230 0.600 0.930
X'5-s'5 1 14.010 0.230 0.500 1.611
B'7-f'7 1 21.210 0.230 0.500 2.439
X'3-f'3 1 6.110 0.230 0.500 0.703
f'1-s'1 1 7.900 0.230 0.500 0.909
secondary beams 1 7.670 0.230 0.500 0.882
G'11-b'11 1 15.850 0.230 0.500 1.823
B'13-L'13 1 14.555 0.230 0.600 2.009
v18-L'18 Typ 7 14.605 0.230 0.600 14.108
G'35-b'35 1 16.310 0.230 0.500 1.876
G'38-s'38 1 26.660 0.230 0.500 3.066
v38-G'38 1 10.276 0.230 0.600 1.418
v41-z41 1 5.054 0.230 0.500 0.581
z41-d'41 1 23.720 0.230 0.600 3.273
d'41-s'41 1 10.050 0.230 0.500 1.156
S'45-s'45 1 17.346 0.230 0.500 1.995
S45-H'45 1 7.922 0.230 0.600 1.093
secondary beams 1 2.296 0.230 0.500 0.264
E'45-v45 1 9.374 0.230 0.500 1.078
f'7-s'7,f'36-s'36 2 7.900 0.230 0.600 2.180
secondary beams 6 7.670 0.230 0.500 5.292
secondary beams 1 5.770 0.230 0.500 0.664
Ramp beams- q47-o'47 typ 2 38.236 0.230 0.400 7.035
Ramp beams-s49-k'49 2 33.164 0.230 0.400 6.102
H'54-s'54 typ 6 25.171 0.230 0.500 17.368
u54-x54 4 4.955 0.230 0.500 2.279
x54-I'54 typ 7 7.490 0.230 0.600 7.235
u59-z59 1 4.955 0.230 0.600 0.684
Z'80-l'80 1 8.136 0.230 0.600 1.123
u80-Z'80 1 24.460 0.230 0.500 2.813
o58-x58 (corridor beams) typ 12 3.408 0.230 0.500 4.703
e'86-w'86 1 17.346 0.230 0.500 1.995
secondary beam 1 5.770 0.230 0.500 0.664
q'88-w'88 1 10.050 0.230 0.500 1.156

R'91-w'91 1 26.660 0.230 0.500 3.066
s'94-w'94 typ 6 7.900 0.230 0.600 6.541
secondary beams 6 7.670 0.230 0.500 5.292
s'123-w'123 typ 2 7.900 0.230 0.500 1.817
h'101-s'101 4 6.850 0.230 0.600 3.781
I'123-s'123 typ 2 6.086 0.230 0.500 1.400
N'121-s'121 1 21.210 0.230 0.600 2.927
R'123-I'123 1 12.674 0.230 0.600 1.749
Z'126-i'126 1 6.764 0.230 0.750 1.167
R'118-p'118 1 15.850 0.230 0.500 1.823
V'101-h'101 typ 4 7.476 0.230 0.600 4.127
R'95-p'95 1 16.310 0.230 0.500 1.876
secondary beam 1 2.580 0.230 0.500 0.297
N'101-W''101 typ 4 6.780 0.230 0.600 3.743
B'127-Z'127 1 16.186 0.230 0.500 1.861
B'123-R'123 1 10.276 0.230 0.500 1.182
e'86-S'86 1 7.922 0.230 0.500 0.911
secondary beam 1 2.296 0.230 0.500 0.264
P'86-C'86 1 9.374 0.230 0.500 1.078
K'86-q'86 1 22.372 0.230 0.600 3.087
K'86-B'86 1 4.514 0.230 0.500 0.519
B'91-R'91 1 10.276 0.230 0.600 1.418
C'94-N'94 6 7.826 0.230 0.600 6.480
secondary beams 5 7.596 0.230 0.500 4.368
secondary beams 1 2.450 0.230 0.500 0.282
k86-B'86 typ 2 16.914 0.230 0.500 3.890
secondary beams 1 5.270 0.230 0.500 0.606
n99-z99 1 11.554 0.230 0.500 1.329
n100-w100 typ 2 6.960 0.230 0.500 1.601
secondary beams 1 6.770 0.230 0.500 0.779
k47-o47 typ 10 5.028 0.230 0.500 5.782
l95-n95 typ 8 2.270 0.230 0.500 2.088
c52-S52 1 22.978 0.230 0.600 3.171
secondary beams 2 21.478 0.230 0.500 4.940
Ded for beam junctions -2 1.200 0.230 0.500 -0.276
k61-S61 typ 3 22.963 0.450 0.600 18.600
X85-l85 typ 7 17.480 0.600 0.600 44.050
g105-l105 typ 2 7.690 0.600 0.600 5.537
X109-f109 typ 2 9.750 0.600 0.600 7.020
S89-X89 typ 9 6.270 0.230 0.500 6.489
N46-U46 typ 2 3.050 0.230 0.500 0.702
N50-R50 typ 11 3.500 0.230 0.500 4.428
F56-N56 typ 2 9.352 0.230 0.600 2.581
F60-S60 typ 4 12.096 0.230 0.600 6.677
F89-Q89 typ 8 11.710 0.600 0.600 33.725
1 1.430 0.230 0.500 0.164
B127-S127 1 15.980 0.230 0.500 1.838
B83-D83 5 4.230 0.230 0.500 2.432
B87-D87 6 3.770 0.230 0.500 2.601
A98-F98 6 9.220 0.230 0.500 6.362
Deductions
direction
C1 -43 0.450 0.230 0.500 -2.225

C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.300 0.230 0.500 -0.690
C5 -10 0.600 0.230 0.500 -0.690
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
direction
C1 -43 0.450 0.230 0.500 -2.225
C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.600 0.230 0.500 -1.380
C5 -10 0.600 0.230 0.500 -0.690
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
771.117
Say 772.00 Cum
b Roof slab
BLOCK-C & E
2.45m Corridor(typ)-H 2 1 49.550 2.450 242.795
2.15m Corridor(typ)-H 2 1 45.730 2.900 265.234
Corridor(typ)-V 2 1 37.400 2.680 200.464
Corridor(typ)-V 2 1 32.340 2.900 187.572
BLOCK-B
Corridor(typ)-H 2 1 58.800 2.700 317.520
BLOCK-F
Corridor-H in top 1 1 53.000 2.730 144.690
1358.28
Say 1359.00 Sqm

BLOCK-C & E
S'2-S'45xV2-S'2(TYP) 2 1 59.090 37.400 4419.932
Ded of TOI(typ) 2 -1 4.685 8.130 -76.178
Ded of TOI(typ) 2 -1 6.200 8.060 -99.944
Ded of Lift(typ) 2 -1 2.900 3.150 -18.270
Ded of Duct 2 -1 30.950 7.580 -469.202
BLOCK-D
S'54-S'80xS'54-Y54 1 1 35.900 32.870 1180.033
Ded of Staircase 1 -1 7.095 5.000 -35.475
Ded of Toi 1 -1 7.230 3.900 -28.197
Ded of Duct 1 -1 6.985 13.775 -96.218
U54-U59xU54-Y54 2 1 7.230 5.190 75.047

BLOCK-B
B1-B44xB1-i1 1 1 58.800 35.300 2075.640
Ded of Staircase 1 -1 7.970 5.330 -42.480
Ded of Toi 1 -1 8.280 5.690 -47.113
Ded of Lift 1 -1 3.460 5.940 -20.552
Ded of Duct 1 -1 21.230 9.850 -209.116
Ded of Duct 2 -1 4.620 4.180 -38.623
Ded of Duct 2 -1 5.200 5.820 -60.528
i17-i31xi17-l17 1 1 17.960 5.760 103.450
Ded of Toi 1 -1 9.700 5.760 -55.872
i38-i44Xi38-O38 1 1 8.700 9.280 80.736
Lift Lobby 1 1 6.115 5.770 35.284
BLOCK-A
N46-N83xN47-o47 1 1 62.310 31.708 1975.725
Ded of Duct 1 -1 11.720 14.050 -164.666
Ded of Duct 1 -1 12.930 14.360 -185.675
BLOCK-F
B85-B127xB85-I85 1 1 59.730 39.730 2373.073
Ded of Duct 1 -1 12.520 7.270 -91.020
Ded of Lift 1 -1 2.980 5.730 -17.075
Corridor 1 1 3.610 4.230 15.270
Lift Lobby 1 1 6.015 5.730 34.466
9732.96
Say 9733.00 Sqm
iii) Waist slab (150mm thick)

BLOCK-C & E
BLOCK-D
BLOCK-B
BLOCK-F
Ramp 1 1 5.740 38.460 220.760
536.08
Say 537.00 Sqm

BLOCK-C & E
TOILET-1 1 2 4.800 8.130 78.048
TOILET-02 1 2 6.190 8.055 99.721
BLOCK-D
TOILET-01 1 1 7.230 3.895 28.161
BLOCK-B
TOILET-01 1 1 9.700 5.770 55.969
TOILET-02 1 1 8.290 5.685 47.129
BLOCK-F
TOILET-01 1 1 8.480 7.230 61.310
370.34
Say 371.00 Sqm

2 Lintels
D1 14 2.260 0.225 0.175 1.25
D2 22 1.960 0.225 0.175 1.70
D3 11 1.660 0.225 0.175 0.72
D4 44 1.460 0.225 0.175 2.53
D5 5 1.360 0.225 0.175 0.27
D6 18 1.260 0.225 0.175 0.89
ALD1 4 2.260 0.225 0.175 0.36
ALD4 4 1.460 0.225 0.175 0.23
FD1 7 2.460 0.225 0.175 0.68
FD2 8 1.960 0.225 0.175 0.62
Lift door 10 1.660 0.225 0.175 0.65
W1 30 2.260 0.225 0.175 2.67
W2 170 1.960 0.225 0.175 13.12
W3 3 1.660 0.225 0.175 0.20
W4 24 1.360 0.225 0.175 1.29
SW1 4 2.260 0.225 0.175 0.36
SW2 1 1.960 0.225 0.175 0.08
V1 7 2.260 0.225 0.175 0.62
V3 22 1.660 0.225 0.175 1.44
D2 3 1.960 0.100 0.175 0.10
D3 35 1.660 0.100 0.175 1.02
D4 55 1.460 0.100 0.175 1.41
D5 13 1.360 0.100 0.175 0.31
D6 96 1.260 0.100 0.175 2.12
ALD1 1 2.260 0.100 0.175 0.04
ALD4 1 1.460 0.100 0.175 0.03
ALD5 5 1.360 0.100 0.175 0.12
FD1 2 2.460 0.100 0.175 0.09
FD2 5 1.960 0.100 0.175 0.17
W3 1 1.660 0.100 0.175 0.03
SW1 4 2.260 0.100 0.175 0.16
SW2 1 1.960 0.100 0.175 0.03
V1 1 2.260 0.100 0.175 0.04
V3 2 1.660 0.100 0.175 0.06
633 35.36
Say 36.00 Cum
3 Sunshades
W1 30 2.100 63.00
W2 170 1.800 306.00
W3 4 1.500 6.00
W4 24 1.200 28.80
403.80
Say 404.00 RM
4 Platforms & Lofts
a Platforms
Block-B1
Reception 2 8.000 0.600 9.60
Exam Room 11 1.000 0.600 6.60
medicine dispencing 1 2.000 0.600 1.20
Demo room 2 2.000 0.600 2.40
Wash basin platforms in Public toilets 1 2.000 0.600 1.20


Block-C2
Library / Seminar 2 12.135 0.600 14.56
Wash basin platforms in M & F toilets 4 2.000 0.600 4.80
Wash basin platforms in Staff toilets
toilets 3 1.000 0.600 1.80
Clean utility 2 2.150 0.600 2.58
Clerical Room 3 5.370 0.600 9.67
Pantry 2 3.400 0.600 4.08
nurse station 4 3.000 0.600 7.20
Block-D2
Clericl Staff -5 1 8.000 0.600 4.80
Wash basin platforms in M & F Public
toilets 2 1.800 0.600 2.16
Wash basin platforms in attched toilet 2 1.000 0.600 1.20

Block-E2
Gloves preperation room 2 3.580 0.600 4.30
toilets 2 1.000 0.600 1.20
receiving counter 1 5.157 0.600 3.09
Issuing counter 1 4.780 0.600 2.87
Trolly wash area 1 5.500 0.600 3.30
Block-F2
Female & male toilet Hand wash 2 4.000 0.600 4.80
wash basins 4 2.000 0.600 4.80
Clean Utility 4 2.150 0.600 5.16
Demo room 1 5.145 0.600 3.09
nurse station 3 1.500 0.600 2.70
119.11
Say 120.00 Sqm
b Lofts
Block-B1
Demo Room 2 5.000 0.600 6.00
Exam Room 10 1.500 0.600 9.00
Prof HOD Room 3 1.500 0.600 2.70
store 3 3.000 0.600 5.40
Guidance clinic 1 4.700 0.600 2.82
immunisation 1 2.000 0.600 1.20
Injection Room M & F 2 1.500 0.600 1.80
Block-C1
Clical side room 1 2.000 0.600 1.20
Store 1 2.150 0.600 1.29
Treatment room 1 3.000 0.600 1.80
seminor 2 5.000 0.600 6.00
student room 2 2.500 0.600 3.00
Block-D1

sr resid-3 1 3.000 0.600 1.80
Staff Room 1 3.500 0.600 2.10
Block-E1
Class 4 Room 2 3.175 0.600 3.81
Store 1 3.000 0.600 1.80
issuing room 1 2.450 0.600 1.47
Receiving counter 1 3.800 0.600 2.28
ch room 2 3.000 0.600 3.60
Block-F1
reception 1 5.000 0.600 3.00
Demo Room 1 5.000 0.600 3.00
sterile store 1 2.500 0.600 1.50
resident room 2 2.000 0.600 2.40
Hod 1 2.000 0.600 1.20
Nurses Station 4 2.400 0.600 5.76
75.93
Say 76.00 Sqm

Say 196.00 Sqm

Block-B1
Demo Room 3 2 5.000 0.450 13.50
Exam Room 3 10 1.500 0.450 20.25
Prof HOD Room 3 3 1.500 0.450 6.08
store 3 3 3.000 0.450 12.15
Guidance clinic 3 1 4.700 0.450 6.35
immunisation 3 1 2.000 0.450 2.70
Injection Room M & F 3 2 1.500 0.450 4.05
Block-C1
Clical side room 3 1 2.000 0.450 2.70
Store 3 1 2.150 0.450 2.90
Treatment room 3 1 3.000 0.450 4.05
seminor 3 2 5.000 0.450 13.50
student room 3 2 2.500 0.450 6.75
Block-D1
sr resid-3 3 1 3.000 0.450 4.05
Staff Room 3 1 3.500 0.450 4.73
Block-E1
Class 4 Room 3 2 3.175 0.450 8.57
Store 3 1 3.000 0.450 4.05
issuing room 3 1 2.450 0.450 3.31
Receiving counter 3 1 3.800 0.450 5.13
ch room 3 2 3.000 0.450 8.10
Block-F1
reception 3 1 5.000 0.450 6.75
Demo Room 3 1 5.000 0.450 6.75
sterile store 3 1 2.500 0.450 3.38
resident room 3 2 2.000 0.450 5.40
Hod 3 1 2.000 0.450 2.70
Nurses Station 3 4 2.400 0.450 12.96
170.84
Say 171.00 Sqm

under lintels
D1 2 14 0.300 0.225 0.150 0.28
D2 2 22 0.300 0.225 0.150 0.45
D3 2 11 0.300 0.225 0.150 0.22
D4 2 44 0.300 0.225 0.150 0.89
D5 2 5 0.300 0.225 0.150 0.10
D6 2 18 0.300 0.225 0.150 0.36
ALD1 2 4 0.300 0.225 0.150 0.08
ALD4 2 4 0.300 0.225 0.150 0.08
FD1 2 7 0.300 0.225 0.150 0.14
FD2 2 8 0.300 0.225 0.150 0.16
Lift door 2 10 0.300 0.225 0.150 0.20
W1 2 30 0.300 0.225 0.150 0.61
W2 2 170 0.300 0.225 0.150 3.44
W3 2 3 0.300 0.225 0.150 0.06
W4 2 24 0.300 0.225 0.150 0.49
SW1 2 4 0.300 0.225 0.150 0.08
SW2 2 1 0.300 0.225 0.150 0.02
V1 2 7 0.300 0.225 0.150 0.14
V3 2 22 0.300 0.100 0.150 0.20
D2 2 3 0.300 0.100 0.150 0.03
D3 2 35 0.300 0.100 0.150 0.32
D4 2 55 0.300 0.100 0.150 0.50
D5 2 13 0.300 0.100 0.150 0.12
D6 2 96 0.300 0.100 0.150 0.86
ALD1 2 1 0.300 0.100 0.150 0.01
ALD4 2 1 0.300 0.100 0.150 0.01
ALD5 2 5 0.300 0.100 0.150 0.05
FD1 2 2 0.300 0.100 0.150 0.02
FD2 2 5 0.300 0.100 0.150 0.05
W3 2 1 0.300 0.100 0.150 0.01
SW1 2 4 0.300 0.100 0.150 0.04
SW2 2 1 0.300 0.100 0.150 0.01
V1 2 1 0.300 0.100 0.150 0.01
V3 2 2 0.300 0.100 0.150 0.02
Hold fast
D1 6 14 0.230 0.225 0.150 0.65
D2 6 22 0.230 0.225 0.150 1.02
D3 6 11 0.230 0.225 0.150 0.51
D4 6 44 0.230 0.225 0.150 2.05
D5 6 5 0.230 0.225 0.150 0.23
D6 6 18 0.230 0.225 0.150 0.84
ALD1 6 4 0.230 0.225 0.150 0.19
ALD4 6 4 0.230 0.225 0.150 0.19
FD1 6 7 0.230 0.225 0.150 0.33
FD2 6 8 0.230 0.225 0.150 0.37
Lift door 6 10 0.230 0.225 0.150 0.47
W1 4 30 0.230 0.225 0.150 0.93
W2 4 170 0.230 0.225 0.150 5.28
W3 4 3 0.230 0.225 0.150 0.09
W4 4 24 0.230 0.225 0.150 0.75
SW1 4 4 0.230 0.225 0.150 0.12
SW2 4 1 0.230 0.225 0.150 0.03
V1 2 7 0.230 0.225 0.150 0.11
V3 2 22 0.230 0.225 0.150 0.34

D2 6 3 0.230 0.225 0.150 0.14
D3 6 35 0.230 0.225 0.150 1.63
D4 6 55 0.230 0.225 0.150 2.56
D5 6 13 0.230 0.225 0.150 0.61
D6 6 96 0.230 0.225 0.150 4.47
ALD1 6 1 0.230 0.225 0.150 0.05
ALD4 6 1 0.230 0.225 0.150 0.05
ALD5 6 5 0.230 0.225 0.150 0.23
FD1 6 2 0.230 0.225 0.150 0.09
FD2 6 5 0.230 0.225 0.150 0.23
W3 4 1 0.230 0.100 0.150 0.01
SW1 4 4 0.230 0.100 0.150 0.06
SW2 4 1 0.230 0.100 0.150 0.01
V1 2 1 0.230 0.100 0.150 0.01
V3 2 2 0.230 0.100 0.150 0.01
34.70
Say 35.00 Cum
6 PCC for Steps

Staircase All Blocks 3.5 26 2.000 0.300 0.150 8.19
8.19
Say 9.00 Cum
7 sill slabs
W1 30 2.100 0.230 0.050 0.72
W2 170 1.800 0.230 0.050 3.52
W3 4 1.500 0.230 0.050 0.07
W4 24 1.200 0.230 0.050 0.33
SW1 4 2.100 0.230 0.050 0.10
SW2 2 1.530 0.230 0.050 0.04
V1 9 2.100 0.230 0.050 0.22
V3 24 1.700 0.230 0.050 0.47
5.46
Say 6.00 cum
8 340mm /RCC WALL BRICK WORK

X-Ray Room h 2 16.025 0.340 3.250 35.42
deduct C1A -2 0.600 0.340 3.250 -1.33
X-Ray Room v 3 5.960 0.340 3.250 19.76
iitv to fluoroscopy H 2 16.393 0.340 3.250 36.23
deduct C1A -4 0.600 0.340 3.250 -2.65
ch rooms l shape 3 3.300 0.340 3.250 10.94
iitv to fluoroscopy V 4 6.935 0.340 3.250 30.65
CT scan h 2 4.500 0.340 3.250 9.95
CT scan v 2 8.200 0.340 3.250 18.12
deduct C1A -1 0.600 0.340 3.250 -0.66
MRI h 2 6.860 0.340 3.250 15.16
MRI v 2 7.760 0.340 3.250 17.15
D4 -7 1.000 0.340 2.600 -6.19
W4 -9 0.900 0.340 1.700 -4.68
177.86
Say 178.00 cum

Horizontal
BLOCK A1

horizantal 1 2 14.940 0.225 3.250 21.85
ded C3 1 -1 0.900 0.225 3.250 -0.66
horizantal 1 1 36.970 0.225 3.150 26.20
ded C3 1 -2 0.900 0.225 3.150 -1.28
ded C7 1 -2 1.200 0.225 3.150 -1.70
horizantal 1 1 64.690 0.225 0.500 7.28
ded C3 1 -3 0.900 0.225 0.500 -0.30
ded C7 1 -2 1.200 0.225 0.500 -0.27
verticals 1 2 12.960 0.225 3.150 18.37
waiting h 1 1 14.507 0.225 3.150 10.28
deduct C1a 1 -1 0.600 0.225 3.150 -0.43
deduct C3 1 -1 0.900 0.225 3.150 -0.64
BLOCK B1
Harizontals 1 1 58.801 0.225 3.250 43.00
deduct C2 1 -9 0.750 0.225 3.250 -4.94
stair case to general store 1 2 12.100 0.225 3.250 17.70
demom room v typ 1 14 5.000 0.225 3.750 59.06
deduct openings 1 -4 0.660 0.225 3.250 -1.93
deduct C2 1 -4 0.750 0.225 3.250 -2.19
all round open to sky 1 1 1.565 0.225 3.250 1.14
deduct C2 1 -17 0.750 0.225 3.250 -9.32
non-teaching staff h 1 1 11.800 0.225 3.250 8.63
non-teaching staff v 1 3 4.000 0.225 3.250 8.78
lift walls 1 2 5.120 0.225 3.250 7.49
Prof HOD TYP 1 14 4.810 0.225 3.250 49.24
deduct C2 1 -14 0.750 0.225 3.250 -7.68
Exam room typ 1 13 4.700 0.225 3.750 51.55
corridor v 1 2 1.800 0.225 0.300 0.24
professor room to HOD typ 1 2 20.150 0.225 3.150 28.56
deduct C2 1 -8 0.750 0.225 3.250 -4.39
Reception-h 1 2 3.600 0.225 3.250 5.27
3.6mm corridor v 1 2 3.600 0.225 3.250 5.27
3.6mm corridor h 1 2 40.250 0.225 3.250 58.87
injection room to Toilets 1 1 12.833 0.225 3.250 9.38
toilet room v 1 7 5.520 0.225 3.250 28.26
deduct oprnings 1 -1 2.000 0.225 3.250 -1.46
deduct C4 1 -3 0.750 0.225 3.250 -1.65
stair case h 1 2 9.220 0.225 3.250 13.48
deduct C6 1 -2 0.750 0.225 3.250 -1.10
stair case to lift v 1 2 11.140 0.225 3.250 16.29
deduct C6 1 -2 0.750 0.225 3.250 -1.10
lift v 1 1 4.600 0.225 3.250 3.36
connecting corridor to B&C 1 2 3.400 0.225 3.250 4.97
BLOCK C1
Reception to store h typ 1 8 41.248 0.225 3.250 241.30
deduct openings 1 -1 10.820 0.225 3.250 -7.91
deduct openings 1 -1 6.130 0.225 3.250 -4.48
deduct C2 1 -24 0.750 0.225 3.250 -13.16
deduct C2 1 -9 0.900 0.225 3.250 -5.92
toilet wall h 1 1 6.630 0.225 3.150 4.70
toilet wall v 1 17 7.625 0.225 3.250 94.79
deduct openings 1 -1 2.000 0.225 3.250 -1.46
ward toilet h 1 2 4.490 0.225 3.250 6.57
ward toilet v 1 6 4.060 0.225 3.250 17.81
corridor v 1 1 2.150 0.225 0.300 0.15
assosiative room 1 4 2.150 0.225 3.250 6.29

staff toilet to diff abld 1 8 16.310 0.225 3.250 95.41
deduct C2 1 -17 0.750 0.225 3.250 -9.32
deduct C3 1 -5 0.900 0.225 3.250 -3.29
class-4 room typ 1 10 5.465 0.225 3.250 39.96
duct h 1 2 2.950 0.225 3.750 4.98
store v 1 2 2.928 0.225 3.750 4.94
llift h 1 3 2.450 0.225 3.250 5.37
corridor h 1 1 2.450 0.225 0.300 0.17
corridor v 1 3 2.450 0.225 3.250 5.37
nurse station v @wards 1 2 2.200 0.225 2.100 2.08
student v typ 1 3 3.900 0.225 3.250 8.56
attached toilet v 1 3 2.250 0.225 3.250 4.94
block c to block e corridor h 1 1 77.980 0.225 3.150 55.27
deduct C1A 1 -5 0.600 0.225 3.150 -2.13
deduct C2 1 -3 0.750 0.225 3.150 -1.59
deduct C3 1 -4 0.900 0.225 3.150 -2.55
Deduct corridor openings 1 2 2.450 0.225 3.150 3.47
ramp h 1 1 5.040 0.225 3.500 3.97
ramp v 1 2 38.240 0.225 3.500 60.23
deduct C4A 1 -12 0.600 0.225 3.500 -5.67
Block -D1
Electrical room h 1 2 4.000 0.225 3.250 5.85
electrical room to general staff room 1 2 35.320 0.225 3.250 51.66

deduct stair case opening 1 -1 1.700 0.225 3.250 -1.24
deduct open to sky 1 -1 6.970 0.225 3.250 -5.10
deduct C2 1 -5 0.750 0.225 3.250 -2.74
corridor v 1 6 8.370 0.225 3.250 36.72
deduct openings 1 -2 3.430 0.225 3.250 -5.02
deduct C1A 1 -6 0.600 0.225 3.250 -2.63
Equipment room 1 2 6.700 0.225 3.250 9.80
deduct opening 1 -1 4.000 0.225 3.250 -2.93
reception to toilet 1 2 33.280 0.225 3.250 48.67
deduct 340 mm wall 1 -1 13.100 0.225 3.250 -9.58
deduct C1A 1 -8 0.600 0.225 3.250 -3.51
Toilet v 1 1 2.970 0.225 3.250 2.17
console room v 1 2 3.160 0.225 3.250 4.62
ultra sound v 1 1 13.103 0.225 3.250 9.58
sr resi v 1 1 10.200 0.225 3.250 7.46
stair h 1 1 6.260 0.225 3.250 4.58
Block -E1
Waiting washing area 1 4 50.450 0.225 3.250 147.57
deduct opening 1 -2 2.450 0.225 3.250 -3.58
open to sky wall 1 1 36.202 0.225 3.250 26.47
deduct opening 1 -1 6.165 0.225 3.250 -4.51
deduct C2 1 -23 0.750 0.225 3.250 -12.61
deduct C3 1 -7 0.900 0.225 3.250 -4.61
trolly wash area v 1 5 7.820 0.225 3.750 32.99
receiving counter v 1 4 3.830 0.225 3.750 12.93
lift H 1 2 2.450 0.225 3.250 3.58
room v 1 3 6.758 0.225 3.250 14.83
waiting v 1 5 10.720 0.225 3.250 39.20
deduct C2 1 -5 0.750 0.225 3.250 -2.74
waiting hall to waiting hall v 1 1 38.210 0.225 3.150 27.08
deduct C2 1 -7 0.750 0.225 3.150 -3.72
toilet to toilet v 1 1 38.210 0.225 3.250 27.94

deduct C2 1 -7 0.750 0.225 3.250 -3.84
toilet h 1 7 5.102 0.225 3.750 30.13
deduct opening 1 -2 2.200 0.225 3.250 -3.22
toilet v 1 4 7.860 0.225 3.250 22.99
stair case v 1 1 6.550 0.225 3.250 4.79
store v 1 2 3.600 0.225 3.750 6.08
stair case h 1 2 9.220 0.225 3.250 13.48
deduct C6 1 -2 0.750 0.225 3.250 -1.10
deduct C6 1 -2 0.750 0.225 3.250 -1.10
lift v 1 1 4.600 0.225 3.250 3.36
connecting corridor to E&F 1 2 3.400 0.225 3.250 4.97
Block -F1
demo room to associate h 1 2 19.260 0.225 3.250 28.17
demo room v 1 8 7.040 0.225 3.250 41.18
jr residence 1 1 3.500 0.225 3.250 2.56
deduct opening 1 -2 1.050 0.225 3.250 -1.54
toilet h 1 1 8.530 0.225 3.250 6.24
2.45 m wide corridior 1 1 13.250 0.225 3.250 9.69
deduct columns 1 -1 0.900 0.225 3.250 -0.66
horizantal 1 2 61.056 0.225 3.250 89.29
deduct columns c2 1 -18 0.750 0.225 3.250 -9.87
verticals 1 2 36.115 0.225 3.250 52.82
deduct columns C1A 1 -3 0.600 0.225 3.250 -1.32
deduct columns C3 1 -6 0.900 0.225 3.250 -3.95
Wash basin to wash basin 1 1 20.520 0.225 3.150 14.54
ded C3 1 -2 0.900 0.225 3.150 -1.28
Eclamsia 1 3 8.300 0.225 3.250 18.21
Eclamsia v 1 3 11.429 0.225 3.250 25.07
ded C3 1 -2 0.900 0.225 3.250 -1.32
feeding roo v 1 1 2.450 0.225 3.250 1.79
feeding rom h 1 2 7.070 0.225 3.250 10.34
KMC Bed unit 1 1 13.830 0.225 3.250 10.11
KMC Bed h 1 1 2.520 0.225 3.250 1.84
ldr to quarantine 1 1 12.612 0.225 3.250 9.22
ldr v 1 3 8.000 0.225 3.250 17.55
NICU H 1 2 6.942 0.225 3.250 10.15
ded C3 1 -2 0.900 0.225 3.250 -1.32
NICU V 1 2 15.505 0.225 3.250 22.68
Blood bank 1 1 5.130 0.225 3.250 3.75
sample collection 1 1 5.490 0.225 3.250 4.01
a.h.u 3sides 1 21 4.630 0.225 3.250 71.25
op 3 sides 1 22 4.860 0.225 3.250 79.57
ded C3 1 -2 0.900 0.225 3.250 -1.32
dirty to clean lenin 1 1 3.040 0.225 3.150 2.15
op to dirt utility 1 1 5.575 0.225 3.250 4.08
OT H 1 2 15.590 0.225 3.725 26.13
OT V 1 2 6.300 0.225 3.725 10.56
Lift h 1 2 2.450 0.225 3.250 3.58
Lift v 1 3 2.450 0.225 3.250 5.37
post martum h 1 3 20.720 0.225 3.250 45.45
deduct opening 1 -1 6.570 0.225 3.250 -4.80
ded C3 1 -3 0.900 0.225 3.250 -1.97
post martum v 1 3 14.290 0.225 3.250 31.35
electrical room L 1 1 6.865 0.225 3.250 5.02
store 1 1 6.670 0.225 3.150 4.73

ICU H 1 1 11.560 0.225 3.250 8.45
Stair case h 1 2 5.140 0.225 3.250 7.52
Stair case v 1 2 7.857 0.225 3.250 11.49
RAMP
Horizontal 1 1 5.560 0.225 3.500 4.38
Vertical 1 2 35.450 0.225 3.500 55.83
Vertical between wall 1 1 3.307 0.225 3.500 2.60
Deduct Columns C4A 1 -16 0.600 0.225 3.500 -7.56
Deductions
D1 -14 1.800 0.225 2.600 -14.74
D2 -22 1.500 0.225 2.600 -19.31
D3 -11 1.200 0.225 2.600 -7.72
D4 -44 1.000 0.225 2.600 -25.74
D5 -5 0.900 0.225 2.100 -2.13
D6 -18 0.800 0.225 2.100 -6.80
ALD1 -4 1.800 0.225 2.600 -4.21
ALD4 -4 1.000 0.225 2.100 -1.89
FD1 -7 2.000 0.225 2.100 -6.62
FD2 -8 1.500 0.225 2.100 -5.67
Lift door -10 1.200 0.225 2.100 -5.67
W1 -30 1.800 0.225 1.700 -20.66
W2 -170 1.500 0.225 1.700 -97.54
W3 -3 1.200 0.225 1.700 -1.38
W4 -24 0.900 0.225 1.700 -8.26
SW1 -4 1.800 0.225 1.700 -2.75
SW2 -1 1.500 0.225 1.700 -0.57
V1 -7 1.800 0.225 0.500 -1.42
V3 -22 1.200 0.225 0.500 -2.97
Lintels
D1 -14 2.260 0.225 0.175 -1.25
D2 -22 1.960 0.225 0.175 -1.70
D3 -11 1.660 0.225 0.175 -0.72
D4 -44 1.460 0.225 0.175 -2.53
D5 -5 1.360 0.225 0.175 -0.27
D6 -18 1.260 0.225 0.175 -0.89
ALD1 -4 2.260 0.225 0.175 -0.36
ALD4 -4 1.460 0.225 0.175 -0.23
FD1 -7 2.460 0.225 0.175 -0.68
FD2 -8 1.960 0.225 0.175 -0.62
Lift door -10 1.660 0.225 0.175 -0.65
W1 -30 2.260 0.225 0.175 -2.67
W2 -170 1.960 0.225 0.175 -13.12
W3 -3 1.660 0.225 0.175 -0.20
W4 -24 1.360 0.225 0.175 -1.29
SW1 -4 2.260 0.225 0.175 -0.36
SW2 -1 1.960 0.225 0.175 -0.08
V1 -7 2.260 0.225 0.175 -0.62
V3 -22 1.660 0.225 0.175 -1.44
2078.67
Say 2079.00 Cum

BLOCK B1
Public Toilet block
L.Toilet-L shape 2 2.965 2.400 14.23
janitary 1 2.300 2.400 5.52

diff abaled toilet 1 2.100 2.400 5.04
G.Toilet-L shape 2 2.965 2.400 14.23
janitary 1 2.300 2.400 5.52
urinals 1 2.100 2.400 5.04
attached toilets L shape 2 4.150 3.750 31.13
Public Toilet block
L.Toilet-L shape 3 2.965 2.400 21.35
G.Toilet-L shape 3 2.965 2.400 21.35
urinals 1 2.100 2.400 5.04
Usg to Social worker 4 20.185 3.250 262.41
deduct C2 -8 0.750 3.250 -19.50
Medicine store 1 3.000 3.250 9.75
BLOCK C1
office 1 5.900 3.250 19.18
reception v 1 8.000 3.250 26.00
security 1 6.600 3.250 21.45
pantry v 13 3.900 3.250 164.78
attendant toilet 2 6.000 3.750 45.00
house keeping 2 3.000 3.750 22.50
printer 1 10.820 3.250 35.17
lab tech 1 4.300 3.250 13.98
store at dialysis 1 4.500 3.750 16.88
asso. pro 2 6.100 3.250 39.65
staff toilet f 1 2.000 3.750 7.50
staff toilet m 1 3.000 3.750 11.25
Toilet block
L.Toilet 1 4.240 3.750 15.90
L.Toilet-L shape 4 2.965 2.400 28.46
diff abaled toilet 1 3.400 3.750 12.75
store 1 5.650 3.750 21.19
G.Toilet 1 4.440 3.750 16.65
G.Toilet-L shape 4 2.965 2.400 28.46
Block-D1
tech room to dark room 2 22.118 3.250 143.77
Deduct columns c1a -4 0.600 3.250 -7.80
tech room 2 4.100 3.250 26.65
library 3 4.600 3.250 44.85
ultra sound 4 4.000 3.250 52.00
ultra sound toilet v 2 1.920 3.250 12.48
equipment 1 4.500 3.250 14.63
female toilet h 2 3.455 3.750 25.91
female toilet v 1 1.500 2.400 3.60
male toilet v 1 4.800 3.750 18.00
male toilet l shape 1 2.700 2.400 6.48
urinals 1 1.500 2.400 3.60
Block-E1
trolly area wash area 2 41.259 3.250 268.18
Deduct columns c3 -5 0.900 3.250 -14.63
deduct receiving and issuing -1 10.500 3.250 -34.13
ch room h 1 8.105 3.250 26.34
ch room v 1 5.500 3.250 17.88
controll v 1 2.000 3.250 6.50
office incharge v 5 3.830 3.250 62.24

toilet h 2 4.830 3.250 31.40
wc m &f 18 2.600 2.400 112.32
urinals 1 0.800 2.400 1.92
staff toilet 2 3.500 3.250 22.75
store 2 5.100 3.250 33.15
Block-F1
Eclamsipia-H 1 8.034 3.250 26.11
Eclamsipia-V 1 3.100 3.750 11.63
Toilet 4 2.000 3.750 30.00
Toilet-V 2 3.930 3.750 29.48
Wash basin-v 1 2.400 3.750 9.00
Sample collection-V 2 3.500 3.750 26.25
Sample collection-H 1 5.500 3.750 20.63
Clean Utility 1 5.357 3.750 20.09
Dirty Utility-H 1 3.580 3.750 13.43
Store H 1 2.035 3.750 7.63
Store V 1 4.300 3.750 16.13
Anesthisia aH 2 11.803 3.250 76.72
Anesthisia V 1 3.635 3.250 11.81
Anesthisia V 1 6.735 3.250 21.89
TSSU 1 2.800 3.250 9.10
Store-V 3 2.950 3.250 28.76
Store-H 1 12.000 3.250 39.00
Toilet 1 4.100 3.250 13.33
Doctors M 2 5.540 3.250 36.01
Doctors M-V 2 10.635 3.250 69.13
Sterile to residents 1 18.845 3.250 61.25
Cupboard walls 48 0.600 2.100 60.48
Platform walls 68 0.600 0.900 36.72
elevation fins 127 3.100 3.900 1535.43
elevation fins 13 7.500 3.900 380.25
block a round fins 12 2.500 3.900 117.00
Deductions
D2 -3 1.500 2.600 -11.70
D3 -35 1.200 2.600 -109.20
D4 -55 1.000 2.600 -143.00
D5 -13 0.900 2.100 -24.57
D6 -96 0.800 2.100 -161.28
ALD1 -1 1.800 2.600 -4.68
ALD4 -1 1.000 2.100 -2.10
ALD5 -5 0.900 2.100 -9.45
FD1 -2 2.000 2.100 -8.40
FD2 -5 1.500 2.100 -15.75
W3 -1 1.200 1.700 -2.04
SW1 -4 1.800 1.700 -12.24
SW2 -1 1.500 1.700 -2.55
V1 -1 1.800 0.500 -0.90
V3 -2 1.200 0.500 -1.20
Lintels
D2 -3 1.960 0.175 -1.03
D3 -35 1.660 0.175 -10.17
D4 -55 1.460 0.175 -14.05
D5 -13 1.360 0.175 -3.09
D6 -96 1.260 0.175 -21.17
ALD1 -1 2.260 0.175 -0.40
ALD4 -1 1.460 0.175 -0.26

ALD5 -5 1.360 0.175 -1.19
FD1 -2 2.460 0.175 -0.86
FD2 -5 1.960 0.175 -1.72
W3 -1 1.660 0.175 -0.29
SW1 -4 2.260 0.175 -1.58
SW2 -1 1.960 0.175 -0.34
V1 -1 2.260 0.175 -0.40
V3 -2 1.660 0.175 -0.58
4059.20
Say 4060.00 sqm
6 TMT STEEL
Columns upto 3.60 mts levael 1109.27 250.000 Kgs/Cum 277318.39
Roof beams 771.12 250.000 Kgs/Cum 192779.30
125mm thick Roof slab 1358.3 80.000 0.125 Kgs/Sqm 13582.75
Lintels 36 80.000 Kgs/Cum 2880.00
Lofts & Platforms 196 0.050 80.000 Kgs/Cum 784.00
Shelves 171.00 0.025 80.000 Kgs/Cum 342.00
617768.8
Say 617.80 MT
7 Mild Steel
RBM 4060 2.000 Kgs/Sqm 8120.00
8141.00
Say 8.14 MT

Qty Same as Chequered Tiles
Flooring 189.00
Qty Same as Polished Granite
Flooring 128.00
9393.08
Say 9394.00 Sqm

Block A1
corridor 1 145.300 3.750 544.88
offset 2 17.140 3.750 128.55
block a round fins 24 2.500 3.750 225.00
Block B1
Demo ROOM 1 22.600 3.750 84.75
Procedure Room 1 18.100 3.750 67.88
Exam Room 1&3 2 17.400 3.750 130.50
General store 1 19.000 3.750 71.25
Electrical room 1 16.200 3.750 60.75

exam room 3 1 17.000 3.750 63.75
occu. Therapy 1 22.700 3.750 85.13
non teaching 2 14.000 3.750 105.00
G.store 2 12.800 3.750 96.00
M store 1 9.600 3.750 36.00
pro-H.0.D typ 3 12.200 3.750 137.25
exam room typ 9 16.600 3.750 560.25
cancel Deduct 1 19.200 3.750 72.00
social Worker 2 15.500 3.750 116.25
Speech therapy 3 16.400 3.750 184.50
Play Room 1 17.400 3.750 65.25
1.8 m widecorridor 1 111.000 3.750 416.25
toilet offset 1 1.320 3.750 4.95
corridor v 2 46.100 3.750 345.75
3.6mt wide Corridor from Staircase 1 146.440 3.750 549.15
toilet offset 2 3.900 3.750 29.25
lift lobby 1 20.100 3.750 75.38
in front of lift &staircase 1 18.720 3.750 70.20
Block C1 3.750 0.00
security 1 13.200 3.750 49.50
lab Tech 1 13.500 3.750 50.63
Assosiate Room 1 13.500 3.750 50.63
warrd 1 74.700 3.750 280.13
offset 1 14.140 3.750 53.03
office 1 11.800 3.750 44.25
Dialysis&ro plant 1 18.600 3.750 69.75
Dialysis&ro plant offset 1 9.110 3.750 34.16
store 1 8.710 3.750 32.66
dirty utility 1 10.800 3.750 40.50
Demo ROOM 1 18.810 3.750 70.54
electrical Room 1 13.700 3.750 51.38
class 4 staff room 1 15.200 3.750 57.00
store 1 11.414 3.750 42.80
ward 4 29.500 3.750 442.50
deduct toilet 4 11.584 3.750 173.76
jr/sr resident 1 22.600 3.750 84.75
Student duty room 1 13.800 3.750 51.75
pantry 1 12.400 3.750 46.50
equipment room 1 12.420 3.750 46.58
Doctor duty room 1 15.116 3.750 56.69
Clean utility 1 14.040 3.750 52.65
medication 1 9.200 3.750 34.50
nurse duty room 1 13.180 3.750 49.43
treatment room 1 13.800 3.750 51.75
clical room 1 13.140 3.750 49.28
female/male attendance 2 21.410 3.750 160.58
house keeping store 1 9.200 3.750 34.50
hiv dialysis 1 30.700 3.750 115.13
Nurses duty 1 12.020 3.750 45.08
tube wash 1 13.380 3.750 50.18
clean room 1 14.060 3.750 52.73
nephrologist room 1 13.780 3.750 51.68
Isolation bed 1 18.200 3.750 68.25
Equipement Store 1 12.420 3.750 46.58
pantry 1 12.400 3.750 46.50
Hiv 1 13.800 3.750 51.75

library/seminor room 1 22.352 3.750 83.82
ass.pro 1 12.712 3.750 47.67
ass.pro offset 1 8.380 3.750 31.43
jr/sr room 1 17.520 3.750 65.70
clerical staff 2 17.500 3.750 131.25
General staff 1 17.580 3.750 65.93
professor room 1 17.000 3.750 63.75
asst professor room 1 11.700 3.750 43.88
Senior room 1 23.800 3.750 89.25
2.45mt wide Corridor v 1 75.720 3.750 283.95
offset 2 5.500 3.750 41.25
offset 1 10.000 3.750 37.50
toilet offset 2 10.720 3.750 80.40
2.45 wide corridor 1 61.210 3.750 229.54
reception 1 30.100 3.750 112.88
2.45 wide corridor 1 87.420 3.750 327.83
offset 1 23.540 3.750 88.28
Block D1
electrical rtoom 2 17.500 3.750 131.25
reception regestration 1 19.710 3.750 73.91
equipment room 1 13.100 3.750 49.13
console room 2 18.800 3.750 141.00
Fljoroscopy 1 25.330 3.750 94.99
ultrasound room 3 14.450 3.750 162.56
sr resi 1 19.240 3.750 72.15
sr resi offset 1 17.510 3.750 65.66
hod/pro 1 18.860 3.750 70.73
asso.prof 1 16.920 3.750 63.45
asso.prof 1 15.600 3.750 58.50
museum 1 21.220 3.750 79.58
cleriacal staff-5 1 16.940 3.750 63.53
tech room 1 13.350 3.750 50.06
dark room 1 12.452 3.750 46.70
waiting V 1 62.366 3.750 233.87
Offset 1 30.940 3.750 116.03
Reception offset 1 13.030 3.750 48.86
Waiting H 1 47.180 3.750 176.93
corridor v 1 48.236 3.750 180.89
toilet Offset 1 11.580 3.750 43.43
Block E1
change room male &female 2 18.960 3.750 142.20
Uun-sterile hold area 1 30.922 3.750 115.96
sterile store room 1 23.422 3.750 87.83
control & packing area 1 23.422 3.750 87.83
Washing&disinfection area 1 35.262 3.750 132.23
Hot air oven/gloves preperation room 2 15.290 3.750 114.68

Auto clave area 1 20.212 3.750 75.80
class 4 room 1 16.050 3.750 60.19
officer incharge room 2 16.812 3.750 126.09
issue counter 1 17.220 3.750 64.58
Room 1 23.560 3.750 88.35
class 4 room 1 15.766 3.750 59.12

store 1 11.360 3.750 42.60
article for condamionation 1 43.940 3.750 164.78
Mechanical store 1 50.370 3.750 188.89
furniture store 1 50.370 3.750 188.89
waiting 1 50.820 3.750 190.58
waiting offset 1 14.190 3.750 53.21
3.48 mt wide Corridor 1 99.238 3.750 372.14
lift offset 1 10.300 3.750 38.63
toilet offset h 1 21.000 3.750 78.75
toilet offset v 1 10.350 3.750 38.81
2.45mt wide Corridor 1 42.728 3.750 160.23
offset 1 15.760 3.750 59.10
waiting 1 38.580 3.750 144.68
2.85mt Corridor from Block 1 84.870 3.750 318.26
offset 1 9.132 3.750 34.25
in nfront of trolly offset 1 19.000 3.750 71.25
2.45mt wide Corridor 1 29.820 3.750 111.83
stair case offset 1 8.138 3.750 30.52
corridor A-F 1 20.314 3.750 76.18
Block F1
pre labour 4 beds 1 33.580 3.750 125.93
store 1 7.400 3.750 27.75
eclamsia 1 20.960 3.750 78.60
eclamsia 2 beds 2 14.220 3.750 106.65
IDR unit 1 44.280 3.750 166.05
LDR Rooms 2 24.200 3.750 181.50
Quarantine nursary 2 13.900 3.750 104.25
control 1 20.370 3.750 76.39
N.I.C.U 1 44.340 3.750 166.28
store 1 8.260 3.750 30.98
Store 1 8.260 3.750 30.98
Clean utility 1 11.810 3.750 44.29
dirty utility 1 10.440 3.750 39.15
store 1 9.850 3.750 36.94
blood bank 1 10.260 3.750 38.48
sample collection 1 17.240 3.750 64.65
KMC Bed unit 1 33.480 3.750 125.55
a.h.u 1 32.180 3.750 120.68
OT-1&2 2 35.400 3.750 265.50
pre-post op 1 30.510 3.750 114.41
pre-post op offset 1 15.086 3.750 56.57
Clean utility 1 8.400 3.750 31.50
dirty utility 1 9.400 3.750 35.25
anesthesia store 1 19.770 3.750 74.14
T.s.s.u 1 18.870 3.750 70.76
Doctors room 3 17.430 3.750 196.09
residence office 1 17.220 3.750 64.58
medical store 1 16.480 3.750 61.80
house keeping 1 20.220 3.750 75.83
i.c.u 5beds 1 39.912 3.750 149.67
Clean utility 1 11.670 3.750 43.76
dirty utility 1 9.400 3.750 35.25
store 1 14.320 3.750 53.70
septic delivery room 1 26.160 3.750 98.10

septic delivery room offset 1 11.418 3.750 42.82
dirty utility 1 11.800 3.750 44.25
store 1 9.670 3.750 36.26
store 1 6.858 3.750 25.72
post ward 1 29.278 3.750 109.79
post ward offset 1 23.060 3.750 86.48
Nurses Station 1 11.600 3.750 43.50
Clean utility 1 10.520 3.750 39.45
store 1 10.000 3.750 37.50
electrical room 1 13.736 3.750 51.51
feeding room 1 11.780 3.750 44.18
hod/pro 1 17.502 3.750 65.63
SR/JR Residence 2 16.280 3.750 122.10
associate 1 14.307 3.750 53.65
demo room com library 1 23.960 3.750 89.85
C.T scan 1 21.000 3.750 78.75
MRI 1 28.460 3.750 106.73
X-RAY 100 ma 1 26.680 . 3.750 100.05
X-RAY 100 ma 1 26.200 3.750 98.25
X-RAY 100 ma 1 25.230 3.750 94.61
F-joroscopy 1 25.330 3.750 94.99
IITV 1 21.600 3.750 81.00
in front of demo room (lobby) 1 25.950 3.750 97.31
2.45mt wide Corridor 1 102.710 3.750 385.16
Toilet offset 1 11.130 3.750 41.74
3.38mt Corridor 1 29.120 3.750 109.20
b/w kmc&lrd 1 17.660 3.750 66.23
offset 1 5.460 3.750 20.48
2.45mt wide passage v 2 29.940 3.750 224.55
nurse station 1 18.960 3.750 71.10
2.45mt wide Corridor from Block 1 56.250 3.750 210.94
corridor in front of icu 1 25.024 3.750 93.84
blood bank offset 1 8.895 3.750 33.36
offset 1 9.830 3.750 36.86
stair case to residence office 1 47.168 3.750 176.88
2m wide corridor 1 23.418 3.750 87.82
3.9 mm corridor 1 30.500 3.750 114.38
in front of anesthesia corridor 1 20.910 3.750 78.41
offset 1 9.530 3.750 35.74
1.4 wide dirty corridor 1 32.398 3.750 121.49
in front of lift 1 20.540 3.750 77.03
offset 1 8.388 3.750 31.46
Public toilet Female block
Lobby 1 6.940 3.750 26.03
Hand Wash Area 1 4.900 3.750 18.38
Janitors room 1 4.280 3.750 16.05
Wcs 2 5.000 2.100 21.00
Public toilet Male block
Lobby 1 6.940 3.750 26.03
Hand Wash Area 1 7.400 3.750 27.75
Janitors room 1 2.540 3.750 9.53
Wcs 2 5.000 2.100 21.00
Urinals Area 1 5.040 3.750 18.90
Diff Abled Toilet 1 7.680 3.750 28.80
Attached toilet in Prof Hod typ 4 8.300 3.750 124.50

Public toilet Female block Near Lift
Lobby 1 6.050 2.100 12.71
Hand Wash Area 1 12.720 2.100 26.71
Wcs 3 5.000 2.100 31.50
Public toilet Male block near Lift
Lobby 1 6.460 2.100 13.57
Hand Wash Area 1 12.180 2.100 25.58
Wcs 3 5.000 2.100 31.50
Urinals Area 1 7.080 2.100 14.87
Block C2
Female toilet
Lobby 2 37.240 3.750 279.30
In Between wcs & Bath 2 5.210 3.750 39.08
WCs 4 4.720 2.100 39.65
Baths 4 4.800 3.750 72.00
Male toilet
Lobby 2 10.730 3.750 80.48
WCs 4 3.370 2.100 28.31
Baths 4 3.450 3.750 51.75
Staff Toilet 1 7.400 3.750 27.75
attached toilets 4 7.400 3.750 111.00
Staff Toilet male 1 7.400 3.750 27.75
Staff Toilet female 1 7.000 3.750 26.25
ward Hand Wash Area 4 7.400 3.750 111.00
ward Toilets 4 7.400 3.750 111.00
Block D1
male toilet
Entrance 1 11.190 3.750 41.96
offset 1 2.200 3.750 8.25
wc 1 6.000 2.100 12.60
female toilet
Entrance 1 10.720 3.750 40.20
wc 2 5.420 2.100 22.76
attached toilet @ultra sound 3 6.990 3.750 78.64
ch rooms at x-ray 2 7.600 3.750 57.00
attached toilets at professor room 4 6.000 3.750 90.00
Block E1
Female toilet
Lobby 1 7.630 3.750 28.61
WCs 5 4.720 2.100 49.56
Baths 4 2.700 3.750 40.50
Hand Wash Area 1 9.350 3.750 35.06
Staff Toilet 1 5.300 3.750 19.88
Janitors room 2 4.600 3.750 34.50
Male toilet
Lobby 1 8.310 3.750 31.16
Urinal Area 1 3.710 3.750 13.91

WCs 5 4.720 2.100 49.56
Baths 4 4.800 3.750 72.00
Staff Toilet 1 7.400 3.750 27.75
toilet at ch room 2 5.990 3.750 44.93
trolly wash area 1 19.660 3.750 73.73
officers Iincharge toilets 2 5.400 3.750 40.50
Block F2
Female toilet
Hand wash area 1 9.800 3.750 36.75
wc 3 5.000 2.100 31.50
male toilet
Hand wash area 1 10.980 3.750 41.18
Urinals Area 1 5.040 3.750 18.90
wc 3 5.000 2.100 31.50
diff. abled toilet 1 7.400 3.750 27.75
attached toiles 2 8.000 3.750 60.00
wash basin 2 11.180 3.750 83.85
wash area 2 11.998 3.750 89.99
attached toilets in Lrd 3 7.000 3.750 78.75
attached toilets in icu 1 7.700 3.750 28.88
residents change and toilets 1 16.510 3.750 61.91
toilets at doctors room typ 3 6.800 3.750 76.50
Central Ramp
Ramp 1st & 3rd flight 2 71.230 3.750 534.23
Landings 1 10.240 3.750 38.40
Stair case 5 26.252 3.750 492.23
All round lift 6 10.900 3.750 245.25
All round lift 4 9.700 3.750 145.50
Deductions
D1 -14 1.800 2.600 -65.52
D2 -25 1.500 2.600 -97.50
D3 -45 1.200 2.600 -140.40
D4 -104 1.000 2.600 -270.40
D5 -20 0.900 2.100 -37.80
D6 -114 0.800 2.100 -191.52
FD1 -9 2.000 2.100 -37.80
FD2 -13 1.500 2.100 -40.95
ALD1 -5 2.000 2.600 -26.00
ALD4 -5 1.000 2.100 -10.50
ALD5 -5 0.900 2.100 -9.45
for Toilets -2108.06
Ded for Dadooing in corridor -2881.70
Ded for Dadooing in Wards -707.95
20376.19
Say 20377.00 Sqm
Open To Sky @ block-B1 1 100.000 3.900 390.00
Open To Sky @ block-C1 1 76.920 3.900 299.99
Open To Sky @ block-D1 1 87.310 3.900 340.51
Open To Sky @ block-E1 1 76.920 3.900 299.99

Open To Sky @ block-F1 1 39.303 3.900 153.28
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -26 1.800 1.700 -79.56
W2 -168 1.500 1.700 -428.40
W3 -5 1.200 1.700 -10.20
W4 -24 0.900 1.700 -36.72
V1 -9 1.800 0.500 -8.10
V3 -24 1.200 0.500 -14.40
6192.32
Say 6193.00 Sqm
9 Impervious coat for terrace

Portico 2 10.915 11.25 245.48
245.48
Say 246.00 Sqm
10 Impervious coat at Sunken slab

Bottom
BLOCK-C & E
TOILET-1 2 4.800 8.130 78.048
TOILET-02 2 6.190 8.055 99.721
BLOCK-D
TOILET-01 1 7.230 3.895 28.161
BLOCK-B
TOILET-01 1 9.700 5.770 55.969
TOILET-02 1 8.290 5.685 47.129
BLOCK-F
TOILET-01 1 8.480 7.230 61.310
Alround
BLOCK-C & E
TOILET-1 2 25.860 0.300 15.516
TOILET-02 2 28.490 0.300 17.094
BLOCK-D
TOILET-01 1 22.250 0.300 6.675
BLOCK-B
TOILET-01 1 30.940 0.300 9.282
TOILET-02 1 27.950 0.300 8.385
BLOCK-F
TOILET-01 1 31.420 0.300 9.426
436.72
Say 437.00 Sqm
11 RCM Drop
Connecting Corriodor end wall 8 2.450 0.300 5.88
6.96
Say 7.00 Sqm

Block B1
Lobby 1 1.350 4.240 5.72
Hand Wash Area 1 0.700 2.100 1.47
Janitors room 1 0.700 1.440 1.01
Wcs 2 1.000 1.500 3.00
Lobby 1 1.350 4.240 5.72
Hand Wash Area 1 0.700 3.000 2.10
Janitors room 1 0.700 1.140 0.80
Wcs 2 1.000 1.500 3.00
Urinals Area 1 1.500 2.040 3.06
Lobby 1 1.325 1.700 2.25
Hand Wash Area 1 4.560 1.800 8.21
Wcs 3 1.000 1.500 4.50
Lobby 1 1.350 1.880 2.54
Hand Wash Area 1 1.800 4.290 7.72
Wcs 3 1.000 1.500 4.50
Urinals Area 1 1.500 2.040 3.06
Block C2
Female toilet
Lobby 2 3.800 1.100 8.36
WCs 4 1.350 1.010 5.45
Baths 4 1.350 1.050 5.67
Male toilet
Lobby 2 4.440 1.850 16.43
In Between wcs & Bath 2 1.517 5.885 `
WCs 4 1.350 1.010 5.45
Baths 4 1.350 1.050 5.67
Staff Toilet 1 2.200 1.500 3.30
ward Toilets 4 1.900 1.800 13.68
Block D1
male toilet
Entrance 1 3.145 3.700 11.64
offset 1 1.300 1.100 1.43
wc 1 2.000 1.000 2.00
female toilet
Entrance 1 3.450 1.910 6.59
wc 2 1.640 1.070 3.51
ch rooms at x-ray 2 2.300 1.500 6.90
Block E1

Female toilet
Lobby 1 1.550 3.040 4.71
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Hand Wash Area 1 2.800 1.875 5.25
Staff Toilet 1 1.900 1.500 2.85
Janitors room 2 0.800 1.500 2.40
Male toilet
Lobby 1 4.440 1.915 8.50
Urinal Area 1 1.460 1.125 1.64
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Staff Toilet 1 2.200 1.500 3.30
toilet at ch room 2 1.645 1.350 4.44
trolly wash area 1 5.830 4.000 23.32
Block F2
Female toilet
Hand wash area 1 1.800 3.100 5.58
wc 3 1.500 1.000 4.50
male toilet
Hand wash area 1 1.800 5.340 9.61
Urinals Area 1 1.500 2.040 3.06
wc 3 1.500 1.000 4.50
wash basin 2 3.090 2.500 15.45
wash area 2 3.499 2.500 17.50
Service shaft in all blocks 2 0.750 4.440 6.66
535.53
Say 536.00 Sqm
13 Vitrified Tile Flooring in Rooms

Block B1
Demo ROOM 1 6.300 5.000 31.50
Procedure Room 1 4.050 5.000 20.25
Exam Room 1&3 2 3.700 5.000 37.00
General store 1 4.500 5.000 22.50
Electrical room 1 3.100 5.000 15.50
exam room 3 1 3.500 5.000 17.50
occu. Therapy 1 6.350 5.000 31.75
non teaching 2 3.000 4.000 24.00
G.store 2 2.400 4.000 19.20
M store 1 3.000 1.800 5.40
pro-H.0.D typ 3 4.700 1.400 19.74
Deduct Toilet -3 2.800 1.450 -12.18
exam room typ 9 4.700 3.600 152.28

cancel Deduct 1 4.700 4.900 23.03
Deduct Toilet -1 1.500 2.285 -3.43
social Worker 2 4.700 3.050 28.67
Speech therapy 3 4.700 3.500 49.35
Play Room 1 4.700 4.000 18.80
Block C1
security 1 4.300 2.300 9.89
lab Tech 1 4.300 2.450 10.54
Assosiate Room 1 4.300 2.450 10.54
warrd 1 29.460 7.890 232.44
offset 1 4.270 2.800 11.96
office 1 2.400 3.500 8.40
Dialysis&ro plant 1 5.000 4.300 21.50
Dialysis&ro plant offset 1 2.500 2.055 5.14
store 1 2.400 1.955 4.69
dirty utility 1 2.400 3.000 7.20
Demo ROOM 1 5.100 4.305 21.96
electrical Room 1 5.000 1.850 9.25
class 4 staff room 1 5.150 2.450 12.62
store 1 2.150 3.557 7.65
ward 4 7.050 7.700 217.14
deduct toilet 4 2.090 3.702 30.95
jr/sr resident 1 3.600 7.700 27.72
Student duty room 1 3.000 3.900 11.70
pantry 1 2.300 3.900 8.97
equipment room 1 2.310 3.900 9.01
Doctor duty room 1 3.658 3.900 14.27
Clean utility 1 4.870 2.150 10.47
medication 1 2.450 2.150 5.27
nurse duty room 1 2.690 3.900 10.49
treatment room 1 3.000 3.900 11.70
clical room 1 2.670 3.900 10.41
female/male attendance 2 4.300 6.405 55.08
house keeping store 1 1.700 2.900 4.93
hiv dialysis 1 6.300 9.050 57.02
Nurses duty 1 2.110 3.900 8.23
tube wash 1 2.790 3.900 10.88
Deduct Toilet -1 1.500 2.350 -3.53
clean room 1 3.130 3.900 12.21
nephrologist room 1 2.990 3.900 11.66
Isolation bed 1 5.200 3.900 20.28
Deduct Toilet -1 1.650 2.250 -3.71
Equipement Store 1 2.310 3.900 9.01
pantry 1 2.300 3.900 8.97
Hiv 1 3.000 3.900 11.70
ass.pro 1 2.766 3.590 9.93
ass.pro offset 1 1.650 2.540 4.19
jr/sr room 1 6.200 2.560 15.87
clerical staff 2 6.190 2.560 31.69
General staff 1 6.190 2.600 16.09
professor room 1 4.350 4.150 18.05
asst professor room 1 3.450 2.400 8.28
Senior room 1 6.100 5.800 35.38
Block D1
electrical rtoom 2 4.000 4.750 38.00

equipment room 1 4.500 2.050 9.23
console room 2 6.700 2.700 36.18
Fljoroscopy 1 5.830 6.835 39.85
Deduct toilet -1 1.500 1.650 -2.48
ultrasound room 3 4.000 3.225 38.70
sr resi 1 4.605 5.015 23.09
sr resi offset 1 3.525 5.230 18.44
hod/pro 1 4.690 4.740 22.23
asso.prof 1 4.700 3.760 17.67
asso.prof 1 4.700 3.100 14.57
museum 1 4.100 6.510 26.69
cleriacal staff-5 1 4.190 4.280 17.93
tech room 1 4.100 2.575 10.56
dark room 1 2.315 3.911 9.05
Block E1
change room male &female 2 3.980 5.500 43.78
Deduct toilet -1 1.200 1.650 -1.98
Uun-sterile hold area 1 7.750 7.711 59.76
control & packing area 1 4.000 7.711 30.84
Washing&disinfection area 1 9.920 7.711 76.49
Hot air oven/gloves preperation room 2 3.585 4.060 29.11

Auto clave area 1 6.165 3.941 24.30
class 4 room 1 4.310 3.715 16.01
officer incharge room 2 4.350 4.056 35.29
Deduct toilet -2 1.200 1.610 -3.86
issue counter 1 4.780 3.830 18.31
Room 1 4.200 7.580 31.84
class 4 room 1 5.433 2.450 13.31
store 1 2.130 3.550 7.56
article for condamionation 1 11.250 10.720 120.60
Mechanical store 1 14.465 10.720 155.06
furniture store 1 14.465 10.720 155.06
Block F1
pre labour 4 beds 1 7.800 8.990 70.12
Deduct Toilet&store -1 3.920 2.070 -8.11
store 1 1.800 1.900 3.42
eclamsia 1 8.030 2.450 19.67
eclamsia 2 beds 2 4.010 3.100 24.86
IDR unit 1 6.940 15.200 105.49
LDR Rooms 2 4.100 8.000 65.60
Deduct Toilet -2 1.750 1.850 -6.48
Quarantine nursary 2 3.000 3.950 23.70
control 1 2.185 8.000 17.48
N.I.C.U 1 6.740 15.430 104.00
Deduct store -1 2.600 1.530 -3.98
store 1 2.600 1.530 3.98
Store 1 2.600 1.530 3.98
Clean utility 1 2.905 3.000 8.72
dirty utility 1 3.050 2.170 6.62
store 1 3.000 1.925 5.78

blood bank 1 2.000 3.130 6.26
sample collection 1 5.490 3.130 17.18
KMC Bed unit 1 8.760 7.980 69.90
a.h.u 1 4.945 11.145 55.11
pre-post op 1 7.805 7.450 58.15
Clean utility 1 2.400 1.800 4.32
dirty utility 1 2.400 2.300 5.52
anesthesia store 1 6.350 3.535 22.45
T.s.s.u 1 2.800 6.635 18.58
Doctors room 3 5.340 3.375 54.07
Deduct Toilet -3 1.750 1.750 -9.19
residence office 1 5.110 3.500 17.89
medical store 1 5.110 3.130 15.99
house keeping 1 5.110 5.000 25.55
Deduct Toilet -1 1.750 1.850 -3.24
i.c.u 5beds 1 11.956 8.000 95.65
Deduct Toilet -1 2.500 2.315 -5.79
Clean utility 1 3.020 2.815 8.50
dirty utility 1 2.400 2.300 5.52
store 1 4.115 3.045 12.53
septic delivery room 1 6.250 6.830 42.69
septic delivery room offset 1 1.395 4.314 6.02
dirty utility 1 3.480 2.420 8.42
store 1 2.035 2.800 5.70
store 1 2.035 1.394 2.84
post ward 1 4.793 9.846 47.19
post ward offset 1 6.700 4.830 32.36
Nurses Station 1 2.100 3.700 7.77
Clean utility 1 3.260 2.000 6.52
store 1 2.000 3.000 6.00
electrical room 1 3.010 3.858 11.61
feeding room 1 3.440 2.450 8.43
farmula room -1 3.440 2.450 -8.43
hod/pro 1 5.250 3.501 18.38
SR/JR Residence 2 4.150 3.990 33.12
associate 1 4.009 3.145 12.61
demo room com library 1 5.140 6.840 35.16
in front of demo room (lobby) 1 9.830 3.145 30.92
4173.77
Say 4174.00 SQM
14 Flooring with high polished granite

in Corridors
Block A1
corridor 1 62.230 13.020 810.23
offset 2 3.170 8.570 54.33
Block B1
1.8 m widecorridor 1 53.700 1.800 96.66
toilet offset 1 9.700 0.665 6.45
corridor v 2 20.150 8.300 334.49
3.6mt wide Corridor from Staircase to
Block-A1 1 52.800 3.600 190.08
toilet offset 2 5.950 1.950 23.21

lift lobby 1 4.650 5.400 25.11
Block C1
offset 2 2.750 2.390 13.15
offset 1 3.900 2.200 8.58
toilet offset 2 5.640 2.540 28.65
2.45 wide corridor 1 29.380 2.450 71.98
reception 1 7.050 8.000 56.40
deduct office -1 2.400 3.000 -7.20
2.45 wide corridor 1 41.260 2.450 101.09
offset 1 10.820 1.850 20.02
Block-D1
waiting V 1 25.270 5.913 149.42
Offset 1 13.570 1.900 25.78
Waiting H 1 17.850 5.740 102.46
corridor v 1 22.318 1.800 40.17
toilet Offset 1 2.600 3.190 8.29
Block-E1
waiting 1 22.290 6.240 139.09
waiting offset 1 3.150 7.890 24.85
3.48 mt wide Corridor 1 46.139 3.480 160.56
lift offset 1 5.150 2.430 12.51
toilet offset h 1 8.060 2.440 19.67
toilet offset v 1 5.470 2.440 13.35
2.45mt wide Corridor 1 20.139 2.450 49.34
offset 1 5.200 7.880 40.98
waiting 1 8.790 14.850 130.53
offset 1 2.480 4.171 10.34
2.45mt wide Corridor 1 12.460 2.450 30.53
lstair case offset 1 3.551 1.036 3.68
corridor A-F 1 10.157 4.490 45.60
Block-F1
2.45mt wide Corridor 1 50.130 2.450 122.82
Toilet offset 1 8.130 1.500 12.20
3.38mt Corridor 1 12.870 3.380 43.50
b/w kmc&lrd 1 4.600 8.380 38.55
offset 1 1.530 2.400 3.67
2.45mt wide passage v 2 14.970 2.450 73.35
nurse station 1 7.470 4.020 30.03
2.45mt wide Corridor from Block-F-G 1 26.890 2.455 66.01

offset 1 4.100 1.630 6.68
stai case to residence office 1 23.580 1.804 42.54
2m wide corridor 1 10.709 2.000 21.42
3.9 mm corridor 1 15.250 3.900 59.48
offset 1 2.450 3.540 8.67
in front of lift 1 2.620 8.960 23.48

offset 1 2.940 2.508 7.37
3829.32
Say 3830.00 Sqm
15 Epoxy flooring
Block F1
OT-1&2 2 10.100 7.600 153.52
153.52
Say 154.00 Sqm
16 electro conductivity flooring
Block D1
C.T scan 1 4.500 6.000 27.00
MRI 1 6.700 7.530 50.45
X-RAY 100 ma 1 7.840 5.500 43.12
deduct ch room -1 2.300 1.500 -3.45
X-RAY 100 ma 1 7.600 5.500 41.80
X-RAY 100 ma 1 5.780 6.835 39.51
F-joroscopy 1 5.830 6.835 39.85
deduct ch room -1 1.500 1.500 -2.25
IITV 1 3.970 6.830 27.12
263.14
Say 264.00 Sqm
17 Granite Slabs
Block-B2
Block-C2
Block-D2
Block-E2
Block-F2
127.50
Say 128.00 Sqm

120.00
Say 120.00 Sqm

W1 30 2.100 0.225 14.18
W2 170 1.800 0.225 68.85
W3 4 1.500 0.225 1.35
W4 24 1.200 0.225 6.48
V1 8 2.100 0.225 3.78
V3 24 1.500 0.225 8.10

102.74
Say 103.00 Sqm
20 Chequered tiles Flooring

Ramp 1st & 3rd flight 2 2.450 33.165 162.51
Landings 1 5.340 2.450 13.08
188.59
Say 189.00 Sqm

i Treads
100.800
100.80
Say 101.00 Sqm
ii Risers
56.70
Say 57.00 Sqm

Block B1
Demo ROOM 1 22.600 22.60
Exam Room 1&3 2 17.400 34.80
General store 1 19.000 19.00
Electrical room 1 16.200 16.20
exam room 3 1 17.000 17.00
occu. Therapy 1 22.700 22.70
non teaching 2 14.000 28.00
G.store 2 12.800 25.60
M store 1 9.600 9.60
pro-H.0.D typ 3 12.200 36.60
exam room typ 9 16.600 149.40
cancel Deduct 1 19.200 19.20
social Worker 2 15.500 31.00
Speech therapy 3 16.400 49.20
Play Room 1 17.400 17.40
Block C1
security 1 13.200 13.20
lab Tech 1 13.500 13.50
Assosiate Room 1 13.500 13.50
offset 1 14.140 14.14
office 1 11.800 11.80
Dialysis&ro plant 1 18.600 18.60
Dialysis&ro plant offset 1 9.110 9.11
store 1 8.710 8.71
dirty utility 1 10.800 10.80
Demo ROOM 1 18.810 18.81
electrical Room 1 13.700 13.70
class 4 staff room 1 15.200 15.20
store 1 11.414 11.41
deduct toilet 4 11.584 46.34
jr/sr resident 1 22.600 22.60

Student duty room 1 13.800 13.80
pantry 1 12.400 12.40
equipment room 1 12.420 12.42
Doctor duty room 1 15.116 15.12
Clean utility 1 14.040 14.04
medication 1 9.200 9.20
nurse duty room 1 13.180 13.18
treatment room 1 13.800 13.80
clical room 1 13.140 13.14
female/male attendance 2 21.410 42.82
house keeping store 1 9.200 9.20
hiv dialysis 1 30.700 30.70
Nurses duty 1 12.020 12.02
tube wash 1 13.380 13.38
clean room 1 14.060 14.06
nephrologist room 1 13.780 13.78
Isolation bed 1 18.200 18.20
Equipement Store 1 12.420 12.42
pantry 1 12.400 12.40
Hiv 1 13.800 13.80
library/seminor room 1 22.352 22.35
ass.pro 1 12.712 12.71
ass.pro offset 1 8.380 8.38
jr/sr room 1 17.520 17.52
clerical staff 2 17.500 35.00
General staff 1 17.580 17.58
professor room 1 17.000 17.00
asst professor room 1 11.700 11.70
Senior room 1 23.800 23.80
Block D1
electrical rtoom 2 17.500 35.00
reception regestration 1 19.710 19.71
equipment room 1 13.100 13.10
console room 2 18.800 37.60
Fljoroscopy 1 25.330 25.33
ultrasound room 3 14.450 43.35
sr resi 1 19.240 19.24
sr resi offset 1 17.510 17.51
hod/pro 1 18.860 18.86
library/seminor room 1 22.400 22.40
asso.prof 1 16.920 16.92
asso.prof 1 15.600 15.60
museum 1 21.220 21.22
cleriacal staff-5 1 16.940 16.94
tech room 1 13.350 13.35
dark room 1 12.452 12.45
Block E1
change room male &female 2 18.960 37.92
Uun-sterile hold area 1 30.922 30.92
sterile store room 1 23.422 23.42
control & packing area 1 23.422 23.42
Washing&disinfection area 1 35.262 35.26
Hot air oven/gloves preperation room 2 15.290 30.58

Auto clave area 1 20.212 20.21
class 4 room 1 16.050 16.05

officer incharge room 2 16.812 33.62
issue counter 1 17.220 17.22
receiving counter 1 19.160 19.16
Room 1 23.560 23.56
class 4 room 1 15.766 15.77
store 1 11.360 11.36
article for condamionation 1 43.940 43.94
Mechanical store 1 50.370 50.37
furniture store 1 50.370 50.37
Block F1
store 1 7.400 7.40
Quarantine nursary 2 13.900 27.80
control 1 20.370 20.37
store 1 8.260 8.26
Store 1 8.260 8.26
store 1 9.850 9.85
blood bank 1 10.260 10.26
sample collection 1 17.240 17.24
a.h.u 1 32.180 32.18
anesthesia store 1 19.770 19.77
T.s.s.u 1 18.870 18.87
Doctors room 3 17.430 52.29
sterile store room 1 17.460 17.46
residence office 1 17.220 17.22
medical store 1 16.480 16.48
house keeping 1 20.220 20.22
store 1 14.320 14.32
septic delivery room 1 26.160 26.16
septic delivery room offset 1 11.418 11.42
store 1 9.670 9.67
store 1 6.858 6.86
Nurses Station 1 11.600 11.60
store 1 10.000 10.00
electrical room 1 13.736 13.74
feeding room 1 11.780 11.78
reception regestration 1 31.040 31.04
hod/pro 1 17.502 17.50
SR/JR Residence 2 16.280 32.56
associate 1 14.307 14.31
demo room com library 1 23.960 23.96
in front of demo room (lobby) 1 25.950 25.95
2713.71
Say 2714.00 Rmt

Stair case 5 26.252 131.26

188.16
Say 189.00 Rmt
e) Epoxy Coving
Block F1
OT-1&2 2 35.400 3.750 265.50
265.50
Say 266.00 Sqm
e) skirting at electro conductivity

flooring
Block D1
C.T scan 1 21.000 21.00
MRI 1 28.460 28.46
X-RAY 100 ma 1 26.680 . 26.68
X-RAY 100 ma 1 26.200 26.20
X-RAY 100 ma 1 25.230 25.23
F-joroscopy 1 25.330 25.33
IITV 1 21.600 21.60
174.50
Say 175.00 Sqm

Block-B2
Lift wall 1 5.750 3.750 21.56
Lift wall 1 5.400 3.750 20.25
Block-C2
Block-E2
Lift wall 1 5.400 3.750 20.25
Block-C2
Lift wall 1 5.500 3.750 20.63
Deductions
Lift door -10 1.200 2.100 -25.20
75.49
Say 76.00 Sqm

Block B1
Lobby 1 6.940 2.100 14.57
Hand Wash Area 1 4.900 2.100 10.29
Janitors room 1 4.280 2.100 8.99
Wcs 2 5.000 2.100 21.00
Lobby 1 6.940 2.100 14.57
Hand Wash Area 1 7.400 2.100 15.54
Janitors room 1 2.540 2.100 5.33
Wcs 2 5.000 2.100 21.00
Urinals Area 1 5.040 2.100 10.58
Lobby 1 6.050 2.100 12.71
Hand Wash Area 1 12.720 2.100 26.71

Wcs 3 5.000 2.100 31.50
Lobby 1 6.460 2.100 13.57
Hand Wash Area 1 12.180 2.100 25.58
Wcs 3 5.000 2.100 31.50
Urinals Area 1 7.080 2.100 14.87
Block C2
Female toilet
Lobby 2 37.240 2.100 156.41
WCs 4 4.720 2.100 39.65
Baths 4 4.800 2.100 40.32
Male toilet
Lobby 2 10.730 2.100 45.07
WCs 4 3.370 2.100 28.31
Baths 4 3.450 2.100 28.98
Staff Toilet 1 7.400 2.100 15.54
ward Toilets 4 7.400 2.100 62.16
Block D1
male toilet
Entrance 1 11.190 2.100 23.50
offset 1 2.200 2.100 4.62
wc 1 6.000 2.100 12.60
female toilet
Entrance 1 10.720 2.100 22.51
wc 2 5.420 2.100 22.76
ch rooms at x-ray 2 7.600 2.100 31.92
Block E1
Female toilet
Lobby 1 7.630 2.100 16.02
WCs 5 4.720 2.100 49.56
Baths 4 2.700 2.100 22.68
Hand Wash Area 1 9.350 2.100 19.64
Staff Toilet 1 5.300 2.100 11.13
Janitors room 2 4.600 2.100 19.32
Male toilet
Lobby 1 8.310 2.100 17.45
Urinal Area 1 3.710 2.100 7.79
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Staff Toilet 1 7.400 2.100 15.54
toilet at ch room 2 5.990 2.100 25.16

trolly wash area 1 19.660 2.100 41.29
Block F2
Female toilet
Hand wash area 1 9.800 2.100 20.58
wc 3 5.000 2.100 31.50
male toilet
Hand wash area 1 10.980 2.100 23.06
Urinals Area 1 5.040 2.100 10.58
wc 3 5.000 2.100 31.50
wash basin 2 11.180 2.100 46.96
wash area 2 11.998 2.100 50.39
Deductions
ALD1 -5 1.800 2.100 -18.90
ALD4 -5 1.000 2.100 -10.50
ALD5 -5 0.900 2.100 -9.45
D5 -21 0.900 2.100 -39.69
D6 -114 0.800 2.100 -191.52
2108.06
Say 2109.00 Sqm

Block A1
corridor 1 145.300 1.500 217.95
offset 2 17.140 1.500 51.42
Block B1
1.8 m widecorridor 1 111.000 1.500 166.50
toilet offset 1 1.320 1.500 1.98
corridor v 2 46.100 1.500 138.30
3.6mt wide Corridor from Staircase 1 146.440 1.500 219.66
toilet offset 2 3.900 1.500 11.70
lift lobby 1 20.100 1.500 30.15
Block C1
offset 2 5.500 1.500 16.50
offset 1 10.000 1.500 15.00
toilet offset 2 10.720 1.500 32.16
2.45 wide corridor 1 61.210 1.500 91.82
reception 1 30.100 1.500 45.15
2.45 wide corridor 1 87.420 1.500 131.13
offset 1 23.540 1.500 35.31
Block-D1
waiting V 1 62.366 1.500 93.55
Offset 1 30.940 1.500 46.41
Waiting H 1 47.180 1.500 70.77

corridor v 1 48.236 1.500 72.35
toilet Offset 1 11.580 1.500 17.37
Block-E1
waiting 1 50.820 1.500 76.23
waiting offset 1 14.190 1.500 21.29
3.48 mt wide Corridor 1 99.238 1.500 148.86
lift offset 1 10.300 1.500 15.45
toilet offset h 1 21.000 1.500 31.50
toilet offset v 1 10.350 1.500 15.53
2.45mt wide Corridor 1 42.728 1.500 64.09
offset 1 15.760 1.500 23.64
waiting 1 38.580 1.500 57.87
offset 1 9.132 1.500 13.70
2.45mt wide Corridor 1 29.820 1.500 44.73
stair case offset 1 8.138 1.500 12.21
corridor A-F 1 20.314 1.500 30.47
Block-F1
2.45mt wide Corridor 1 102.710 1.500 154.07
Toilet offset 1 11.130 1.500 16.70
3.38mt Corridor 1 29.120 1.500 43.68
b/w kmc&lrd 1 17.660 1.500 26.49
offset 1 5.460 1.500 8.19
2.45mt wide passage v 2 29.940 1.500 89.82
nurse station 1 18.960 1.500 28.44
2.45mt wide Corridor from Block 1 56.250 1.500 84.38
offset 1 9.830 1.500 14.75
stair case to residence office 1 47.168 1.500 70.75
2m wide corridor 1 23.418 1.500 35.13
3.9 mm corridor 1 30.500 1.500 45.75
offset 1 9.530 1.500 14.30
in front of lift 1 20.540 1.500 30.81
offset 1 8.388 1.500 12.58
Deductions
D1 -11 1.800 1.500 -29.70
D2 -18 1.500 1.500 -40.50
D3 -45 1.200 1.500 -81.00
D4 -70 1.000 1.500 -105.00
D5 -17 0.900 1.500 -22.95
D6 -9 0.800 1.500 -10.80
ALD1 4 2.000 1.500 12.00
ALD4 -5 1.000 1.500 -7.50
ALD5 -3 0.900 1.500 -4.05
FD1 -9 2.000 1.500 -27.00
FD2 -13 1.500 1.500 -29.25
W2 -27 1.500 1.500 -60.75
2881.70
Say 2882.00 Sqm
26 Dadooing in Wards
Block C1

warrd 1 74.700 1.500 112.05
Block D1
ward 4 29.500 1.500 177.00
Block F1
pre labour 4 beds 1 33.580 1.500 50.37
eclamsia 1 20.960 1.500 31.44
eclamsia 2 beds 2 14.220 1.500 42.66
IDR unit 1 44.280 1.500 66.42
N.I.C.U 1 44.340 1.500 66.51
KMC Bed unit 1 33.480 1.500 50.22
a.h.u 1 32.180 1.500 48.27
pre-post op 1 30.510 1.500 45.77
i.c.u 5beds 1 39.912 1.500 59.87
Deductions
D2 -4 1.500 1.500 -9.00
W2 -25 1.500 1.500 -56.25
707.95
Say 708.00 Sqm
`
27 Cinder Filling at Sunken Slab
BLOCK-C & E
TOILET-1 2 4.800 8.130 0.300 23.41
TOILET-02 2 6.190 8.055 0.300 29.92
BLOCK-D
TOILET-01 1 7.230 3.895 0.300 8.45
BLOCK-B
TOILET-01 1 9.700 5.770 0.300 16.79
TOILET-02 1 8.290 5.685 0.300 14.14
BLOCK-F
TOILET-01 1 8.480 7.230 0.300 18.39
111.10
Say 112.00 cum
28 Railing
Stair case 5 7.490 0.900 33.71
52.16
Say 53.00 Sqm
29 Grip bar
Staircase
Stair case 5 26.252 131.26
Ramp
Ramp Flights 4 28.800 115.20
353.75
Say 354.00 Rmt
30 PVC down take pipe 4 16.500 66.00

66.00
Say 66.00 Rmt

Internal
External
81.24
Say 82.00 Rmt
32 Mastic pad
16.25
Say 17.00 Sqm
33 Aluminium sheet
Internal
81.24
Say 82.00 Rmt
34 False ceiling
Qty Same as Vitrified flooring 1 8004.000 8004.00
8004.00
Say 8004.00 Sqm
Walls
OT-1&2 2 35.400 3.000 212.40
Ceiling
OT-1&2 2 10.100 7.600 153.52
365.92
Say 366.00 Sqm

9394.00
Say 9394.00 Sqm
36 Wall putty
20377.00
Say 20377.00 Sqm

faces of walls
20377.00

Say 20377.00 Sqm

plastering
6193.00
Say 6193.00 Sqm

592.00 Sqm
Say 592.00 Sqm

D1 0.75 14 1.800 2.600 49.14
D2 0.75 25 1.500 2.600 73.13
D3 0.75 46 1.200 2.600 107.64
D4 0.75 99 1.000 2.600 193.05
D5 0.75 18 0.900 2.100 25.52
448.470
Say 449.00 Sqm
41 S & F of Doors
a D1(1.80 X 2.60) 14 1.800 2.600 65.52
Say 65.52 Sqm
b D2 (1.50 X 2.60) 25 1.500 2.600 97.50

Say 97.50 Sqm
c D3 (1.20 X 2.60) 46 1.200 2.600 143.52

Say 143.52 Sqm
d D4 (1 X 2.60) 99 1.000 2.600 257.40

Say 257.40 Sqm
f D5 (0.9 X 2.10) 18 0.900 2.100 34.02

Say 34.02 Sqm
g D6(0.8 X 2.10) - Frame

114 5.000 570.00
570.00
Say 570.00 RM
h D6(0.8 X 2.10) - shutter 114 0.800 2.100 191.52

Say 191.52 Sqm
i SD (0.90 X 2.10) 2 0.900 2.100 3.78

Say 3.78 Sqm
j FD doors
FD1(2.0X 2.10) 9 2.000 2.100 37.80
FD2(1.5X 2.10) 13 1.500 2.100 40.95
78.75
Say 78.75 Sqm
42 Alluminium doors

ALD1(1.8X 2.60) 5 1.800 2.600 23.40
23.40
Say 23.40 Sqm
ALD4(1.0X 2.10) 5 1.000 2.100 10.50

10.50
Say 10.50 Sqm
ALD5(0.9X 2.10) 5 0.900 2.100 9.45

9.45
Say 9.45 Sqm
43 Windows
W1 30 1.800 1.700 91.80
W2 144 1.500 1.700 367.20
W3 4 1.200 1.700 8.16
W4 24 0.900 1.700 36.72
b 3 Track Sliding Windows

W2 25 1.500 1.700 63.75
44 Ventilators
V1 8 1.800 0.500 7.20
V3 24 1.200 0.500 14.40
21.60 Sqm
45
MS Grill for Windows @ 15 Kg/Sqm
W1 30 1.800 1.700 91.80
W2 170 1.500 1.700 433.50
W3 4 1.200 1.700 8.16
W4 24 0.900 1.700 36.72
Ventilators
V1 8 1.800 0.500 7.20
V3 24 1.200 0.500 14.40
591.78 Sqm
Say 592.00 Sqm
8880.00 Kgs
30 Cupboards
Block-B1
Demo Room 2 5.000 2.100 21.00
Exam Room 10 1.500 2.100 31.50
Prof HOD Room 3 1.500 2.100 9.45
store 3 3.000 2.100 18.90
Guidance clinic 1 4.700 2.100 9.87
immunisation 1 2.000 2.100 4.20
Block-C1
Clical side room 1 2.000 2.100 4.20
Store 1 2.150 2.100 4.52
Treatment room 1 3.000 2.100 6.30

seminor 2 5.000 2.100 21.00
student room 2 2.500 2.100 10.50
Block-D1
sr resid-3 1 3.000 2.100 6.30
Staff Room 1 3.500 2.100 7.35
Block-E1
Class 4 Room 2 3.175 2.100 13.34
Store 1 3.000 2.100 6.30
issuing room 1 2.450 2.100 5.15
Receiving counter 1 3.800 2.100 7.98
ch room 2 3.000 2.100 12.60
Block-F1
reception 1 5.000 2.100 10.50
Demo Room 1 5.000 2.100 10.50
sterile store 1 2.500 2.100 5.25
resident room 2 2.000 2.100 8.40
Hod 1 2.000 2.100 4.20
Nurses Station 4 2.400 2.100 20.16
265.76
Say 266.00 Sqm
31 External Brick tile Cladding

Open To Sky @ block-B1 1 100.000 3.900 390.00
Open To Sky @ block-C1 1 76.920 3.900 299.99
Open To Sky @ block-D1 1 87.310 3.900 340.51
Open To Sky @ block-E1 1 76.920 3.900 299.99
Open To Sky @ block-F1 1 39.303 3.900 153.28
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -26 1.800 1.700 -79.56
W2 -168 1.500 1.700 -428.40
W3 -5 1.200 1.700 -10.20
W4 -24 0.900 1.700 -36.72
V1 -9 1.800 0.500 -8.10
V3 -24 1.200 0.500 -14.40
6192.32
Say 6193.00 Sqm

DETAILED ESTIMATE - SECOND FLOOR
1 VRCC M25 grade
a Columns
C1 0.785 31 0.9 3.850 84.321
C1A 50 0.600 0.600 3.850 69.300
C2 248 0.750 0.750 3.850 537.075
C3 89 0.900 0.900 3.850 277.547
C4 0.785 10 0.9 3.850 27.200
C4A 20 0.300 0.600 3.850 13.860
C5 0.785 4 1.2 3.850 14.507
C6 0.785 9 0.9 3.850 24.480
C7 11 1.200 1.200 3.850 60.984
472 1109.27
Say 1110.00 Cum
2 VRCC M25 grade

a Roof Beams
Horizontal
A16-A30 1 18.650 0.230 0.500 2.14
B1-B46 ,D1-D46 2 61.520 0.230 0.500 14.15
I15-I20 1 8.314 0.230 0.500 0.96
M1-M44 1 58.570 0.230 0.500 6.74
Ded beam M4-M10 -1 8.314 0.230 0.500 -0.96
Add beam M4-M10 1 8.314 0.230 0.550 1.05
Ded beam M34-M42 -1 8.302 0.230 0.500 -0.95
Add beam M34-M42 1 8.302 0.230 0.550 1.05
W1-W4,Z1-Z4,e1-e4 3 5.170 0.230 0.500 1.78
W4-W10,Z4-Z10,e4-e10 3 8.314 0.230 0.600 3.44
W10-W15,Z10-Z15,e10-e15 3 4.788 0.230 0.500 1.65
i1-i15 1 18.270 0.230 0.500 2.10
Q17-Q27 ,Z17-Z27 2 11.832 0.230 0.500 2.72
i15-i17,e15-e17 2 4.968 0.230 0.500 1.14
e17-e30 1 16.718 0.230 0.500 1.92
m17-m30 1 16.488 0.230 0.500 1.90
i17-i30 1 16.718 0.230 0.600 2.31
secondary beam 1 3.000 0.230 0.500 0.35
W30-W34 1 4.914 0.230 0.450 0.51
z30-Z34,e30-e34 2 4.914 0.230 0.500 1.13
W34-W42 1 8.302 0.230 0.550 1.05
z34-Z42,e340-e42 2 8.302 0.230 0.600 2.29
W42-W44,z42-Z44,e42-e44 3 5.170 0.230 0.500 1.78
v42-v44 1 4.940 0.230 0.500 0.57
i30-i44 1 18.386 0.230 0.500 2.11
secondary beam 1 2.942 0.230 0.500 0.34
m31-m38 1 9.703 0.230 0.650 1.45
r31-r38 1 9.058 0.230 0.750 1.56
secondary beam 2 3.072 0.230 0.500 0.71
q42-q44 1 5.170 0.230 0.500 0.59
v2-v5 typ 2 5.960 0.230 0.500 1.37
B'2-B'5 1 6.190 0.230 0.500 0.71
v5-v7 typ 2 2.450 0.230 0.500 0.56
v7-v36,B'7-B'36 2 37.430 0.230 0.600 10.33
v36-v45 1 13.016 0.230 0.500 1.50

z41-z45,E'41-E'45,H'41-H'45,S'41-
S'45,d'41-d'45,k'41-k'45,s'41-s'45 8 6.756 0.230 0.500 6.22
secondary beam 2 6.296 0.230 0.500 1.45
G'3-G'39 1 49.550 0.230 0.500 5.70
secondary beam 1 5.390 0.230 0.500 0.62
H'39-H'41 1 2.440 0.230 0.500 0.28
L'5-L'12,V'5-V-12 2 7.950 0.230 0.600 2.19
L'12-L'39 ,V'12-V'39 2 35.750 0.230 0.500 8.22
secondary beam 2 5.040 0.230 0.500 1.16
secondary beam 2 4.340 0.230 0.500 1.00
O'2-O'5 typ 2 5.850 0.230 0.500 1.35
b'3-b'39 1 49.550 0.230 0.500 5.70
f'3-f'5 typ 3 5.960 0.230 0.500 2.06
f'5-f'7 typ 2 2.450 0.230 0.500 0.56
f'7-f'36 typ 2 37.430 0.230 0.600 10.33
f'36-f'39 typ 2 3.820 0.230 0.500 0.88
secondary beam 3 2.440 0.230 0.500 0.84
f'39-f'41 1 2.440 0.230 0.500 0.28
Ramp beams 14 2.520 0.230 0.250 2.03
Ramp beams 2 5.340 0.230 0.250 0.61
s'54-s'72,h'54-h'72,z'54-z'72 typ 3 24.316 0.230 0.500 8.39
secondary beam 3 24.316 0.230 0.500 8.39
s'71-s'77 1 7.556 0.230 0.650 1.13
s'77-s'81 typ 2 3.570 0.230 0.500 0.82
m'72-m'77 1 7.326 0.230 0.475 0.80
secondary beam 1 7.128 0.230 0.475 0.78
secondary beam 1 3.570 0.230 0.500 0.41
z'72-z'80 1 11.126 0.230 0.500 1.28
secondary beam 1 10.896 0.230 0.500 1.25
Q'54-Q'58,I'54-I'58 2 6.770 0.230 0.500 1.56
secondary beam 2 6.770 0.230 0.500 1.56
Q'58-Q'66,I'58-I'668 2 10.560 0.230 0.600 2.91
secondary beam 2 10.100 0.230 0.500 2.32
z54-z57 1 4.800 0.230 0.500 0.55
z57-z63 1 8.000 0.230 0.600 1.10
z63-z67 1 4.530 0.230 0.500 0.52
Q'66-Q'72 1 6.986 0.230 0.500 0.80
secondary beam 2 6.986 0.230 0.500 1.61
Q'72-Q'80,I'72-I'80,z72-z80 3 11.126 0.230 0.500 3.84
secondary beam 2 10.896 0.230 0.500 2.51
u54-u59 1 7.068 0.230 0.500 0.81
u75-u80 1 6.846 0.230 0.500 0.79
secondary beam 4 2.734 0.230 0.500 1.26
w'86-w'88 typ 7 6.756 0.230 0.500 5.44
m'86-m'88 typ 2 6.526 0.230 0.500 1.50
w'88-w'91 typ 4 2.440 0.230 0.500 1.12
w'91-w'121,s'91-s'121 2 41.250 0.230 0.500 9.49
w'121-w'123 typ 4 2.450 0.230 0.500 1.13
w'123-w'128 typ 2 5.960 0.230 0.500 1.37

v'123-v'128 1 5.960 0.230 0.500 0.69
q123-q'128 typ 4 5.850 0.230 0.500 2.69
secondary beam 1 5.390 0.230 0.500 0.62
C'123-C'128 typ 3 5.988 0.230 0.500 2.07
P'91-P'123,R'91-R'123 typ 2 43.700 0.230 0.500 10.05
C'94-C'121,M'94-M'121 typ 2 37.430 0.230 0.600 10.33
C'91-C'94 1 3.820 0.230 0.500 0.44
A'91-A'99 typ 2 9.076 0.230 0.650 2.71
A'91-A'89 1 2.520 0.230 0.500 0.29
w100-w106 1 8.480 0.230 0.500 0.98
q44-q47 1 6.838 0.230 0.500 0.79
q47-q83 1 54.010 0.300 0.600 9.72
q83-q88 1 11.424 0.300 0.500 1.71
secondary beam 1 2.986 0.300 0.500 0.45
n91-n89 1 2.510 0.230 0.500 0.29
n91-n127 1 50.000 0.230 0.500 5.75
l85-l127 1 59.770 0.230 0.500 6.87
k46-k52 1 12.144 0.300 0.600 2.19
k52-k61,c52-c61,Y52-Y61 3 14.100 1.200 0.725 36.80
k61-k69,c61-c69,Y61-Y69 2 9.524 0.300 0.575 3.29
k69-k79,c69-c79 ,Y69-Y79 3 14.176 1.200 0.725 37.00
k79-k83 1 9.058 0.300 0.600 1.63
k83-k85 1 3.680 0.300 0.600 0.66
f86-f127 1 59.100 0.230 0.500 6.80
X85-X127 1 59.770 0.230 0.500 6.87
S85-S127 1 59.770 0.230 0.500 6.87
H125-H127 1 2.980 0.230 0.500 0.34
B83-B126,F83-F126 2 63.112 0.230 0.500 14.52
A98-A112 1 19.200 0.230 0.500 2.21
D56-D71 1 20.344 0.230 0.500 2.34
N44-N85,S44-S85 2 64.306 0.230 0.500 14.79
V47-V79 1 45.288 0.300 0.600 8.15
Y52-Y79 typ 3 36.590 0.230 0.500 12.62
Ded for beam F55-F71 -1 19.730 0.230 0.600 -2.72
Ded for beam O55-O71 -1 19.730 0.230 0.500 -2.27
Vertical
A16-B16 typ 6 5.264 0.230 0.500 3.63
B1-D1 typ 16 4.040 0.230 0.500 7.43
G1-M1 1 7.270 0.230 0.500 0.84
G4-M4 typ 12 7.270 0.230 0.600 12.04
M1-W1 typ 4 8.332 0.230 0.600 4.60
W1-i1 typ 4 15.658 0.230 0.500 7.20

M17-q17 typ 4 4.400 0.230 0.500 2.02
Z17-e17 typ 4 5.938 0.230 0.500 2.73
M30-W30 typ 4 8.334 0.230 0.600 4.60
W30-e30 typ 4 11.858 0.230 0.500 5.45
e17-i17 typ 5 3.800 0.230 0.500 2.19
i17-m17 typ 7 5.538 0.230 0.500 4.46
i42-q42 typ 1 9.526 0.230 0.600 1.31
m31-r31 typ 2 5.600 0.230 0.500 1.29
r38-v38 1 1.960 0.230 0.500 0.23
q42-v42 1 3.750 0.230 0.500 0.43
v1-B'1 typ 4 7.826 0.230 0.500 3.60
v36-B'36 1 7.826 0.230 0.600 1.08
secondary beams 5 7.596 0.230 0.500 4.37
G'3-B'3 3 2.450 0.230 0.500 0.85
G'3-N'3 1 5.910 0.230 0.500 0.68
G'5-N'5 1 5.910 0.230 0.600 0.82
N'3-X'3 1 6.740 0.230 0.750 1.16
N'5-X'5 1 6.740 0.230 0.600 0.93
X'5-s'5 1 14.010 0.230 0.500 1.61
B'7-f'7 1 21.210 0.230 0.500 2.44
X'3-f'3 1 6.110 0.230 0.500 0.70
f'1-s'1 1 7.900 0.230 0.500 0.91
secondary beams 1 7.670 0.230 0.500 0.88
G'11-b'11 1 15.850 0.230 0.500 1.82
B'13-L'13 1 14.555 0.230 0.600 2.01
v18-L'18 Typ 7 14.605 0.230 0.600 14.11
G'35-b'35 1 16.310 0.230 0.500 1.88
G'38-s'38 1 26.660 0.230 0.500 3.07
v38-G'38 1 10.276 0.230 0.600 1.42
v41-z41 1 5.054 0.230 0.500 0.58
z41-d'41 1 23.720 0.230 0.600 3.27
d'41-s'41 1 10.050 0.230 0.500 1.16
S'45-s'45 1 17.346 0.230 0.500 1.99
S45-H'45 1 7.922 0.230 0.600 1.09
secondary beams 1 2.296 0.230 0.500 0.26
E'45-v45 1 9.374 0.230 0.500 1.08
f'7-s'7,f'36-s'36 2 7.900 0.230 0.600 2.18
secondary beams 6 7.670 0.230 0.500 5.29
secondary beams 1 5.770 0.230 0.500 0.66
Ramp beams- q47-o'47 typ 2 38.236 0.230 0.400 7.04
Ramp beams-s49-k'49 2 33.164 0.230 0.400 6.10
H'54-s'54 typ 6 25.171 0.230 0.500 17.37
u54-x54 4 4.955 0.230 0.500 2.28
x54-I'54 typ 7 7.490 0.230 0.600 7.24
u59-z59 1 4.955 0.230 0.600 0.68
Z'80-l'80 1 8.136 0.230 0.600 1.12
u80-Z'80 1 24.460 0.230 0.500 2.81
e'86-w'86 1 17.346 0.230 0.500 1.99

secondary beam 1 5.770 0.230 0.500 0.66
q'88-w'88 1 10.050 0.230 0.500 1.16
R'91-w'91 1 26.660 0.230 0.500 3.07
s'94-w'94 typ 6 7.900 0.230 0.600 6.54
secondary beams 6 7.670 0.230 0.500 5.29
s'123-w'123 typ 2 7.900 0.230 0.500 1.82
h'101-s'101 4 6.850 0.230 0.600 3.78
I'123-s'123 typ 2 6.086 0.230 0.500 1.40
N'121-s'121 1 21.210 0.230 0.600 2.93
R'123-I'123 1 12.674 0.230 0.600 1.75
Z'126-i'126 1 6.764 0.230 0.750 1.17
R'118-p'118 1 15.850 0.230 0.500 1.82
V'101-h'101 typ 4 7.476 0.230 0.600 4.13
R'95-p'95 1 16.310 0.230 0.500 1.88
secondary beam 1 2.580 0.230 0.500 0.30
N'101-W''101 typ 4 6.780 0.230 0.600 3.74
B'127-Z'127 1 16.186 0.230 0.500 1.86
B'123-R'123 1 10.276 0.230 0.500 1.18
e'86-S'86 1 7.922 0.230 0.500 0.91
secondary beam 1 2.296 0.230 0.500 0.26
P'86-C'86 1 9.374 0.230 0.500 1.08
K'86-q'86 1 22.372 0.230 0.600 3.09
K'86-B'86 1 4.514 0.230 0.500 0.52
B'91-R'91 1 10.276 0.230 0.600 1.42
C'94-N'94 6 7.826 0.230 0.600 6.48
secondary beams 5 7.596 0.230 0.500 4.37
secondary beams 1 2.450 0.230 0.500 0.28
k86-B'86 typ 2 16.914 0.230 0.500 3.89
secondary beams 1 5.270 0.230 0.500 0.61
n99-z99 1 11.554 0.230 0.500 1.33
n100-w100 typ 2 6.960 0.230 0.500 1.60
secondary beams 1 6.770 0.230 0.500 0.78
k47-o47 typ 10 5.028 0.230 0.500 5.78
l95-n95 typ 8 2.270 0.230 0.500 2.09
c52-S52 1 22.978 0.230 0.600 3.17
secondary beams 2 21.478 0.230 0.500 4.94
k61-S61 typ 3 22.963 0.450 0.600 18.60
X85-l85 typ 7 17.480 0.600 0.600 44.05
g105-l105 typ 2 7.690 0.600 0.600 5.54
X109-f109 typ 2 9.750 0.600 0.600 7.02
S89-X89 typ 9 6.270 0.230 0.500 6.49
N46-U46 typ 2 3.050 0.230 0.500 0.70
N50-R50 typ 11 3.500 0.230 0.500 4.43
F56-N56 typ 2 9.352 0.230 0.600 2.58
F60-S60 typ 4 12.096 0.230 0.600 6.68
F89-Q89 typ 8 11.710 0.600 0.600 33.72
1 1.430 0.230 0.500 0.16
B127-S127 1 15.980 0.230 0.500 1.84
B83-D83 5 4.230 0.230 0.500 2.43
B87-D87 6 3.770 0.230 0.500 2.60
A98-F98 6 9.220 0.230 0.500 6.36
Ded for beam G55-N55 Typ -2 9.352 0.230 0.600 -2.58
Ded for beam G60-S60 Typ -4 12.096 0.230 0.600 -6.68

Deductions
direction
C1 -43 0.450 0.230 0.500 -2.23
C1A -50 0.600 0.230 0.500 -3.45
C2 -248 0.750 0.230 0.500 -21.39
C3 -89 0.900 0.230 0.500 -9.21
C4 -10 0.450 0.230 0.500 -0.52
C4A -20 0.300 0.230 0.500 -0.69
C5 -4 0.600 0.230 0.500 -0.28
C7 -11 1.200 0.230 0.500 -1.52
C6 -9 0.450 0.230 0.500 -0.47
direction
C1 -43 0.450 0.230 0.500 -2.23
C1A -50 0.600 0.230 0.500 -3.45
C2 -248 0.750 0.230 0.500 -21.39
C3 -89 0.900 0.230 0.500 -9.21
C4 -10 0.450 0.230 0.500 -0.52
C4A -20 0.600 0.230 0.500 -1.38
C5 -4 0.600 0.230 0.500 -0.28
C7 -11 1.200 0.230 0.500 -1.52
C6 -9 0.450 0.230 0.500 -0.47
757.70
Say 758.00 Cum
b Roof slab
BLOCK-C & E
2.45m Corridor(typ)-H 2 1 49.550 2.450 242.80
2.15m Corridor(typ)-H 2 1 45.730 2.900 265.23
Corridor(typ)-V 2 1 37.400 2.680 200.46
Corridor(typ)-V 2 1 32.340 2.900 187.57
BLOCK-B
Corridor(typ)-H 2 1 58.800 2.700 317.52
BLOCK-F
Corridor-H in top 1 1 53.000 2.730 144.69
1358.28
Say 1359.00 Sqm

BLOCK-C & E
S'2-S'45xV2-S'2(TYP) 2 1 59.090 37.400 4419.93
Ded of TOI(typ) 2 -1 4.685 8.130 -76.18
Ded of TOI(typ) 2 -1 6.200 8.060 -99.94
Ded of Lift(typ) 2 -1 2.900 3.150 -18.27
Ded of Duct 2 -1 30.950 7.580 -469.20
BLOCK-D
S'54-S'80xS'54-Y54 1 1 35.900 32.870 1180.03
Ded of Staircase 1 -1 7.095 5.000 -35.48
Ded of Toi 1 -1 7.230 3.900 -28.20

Ded of Duct 1 -1 6.985 13.775 -96.22
U54-U59xU54-Y54 2 1 7.230 5.190 75.05
BLOCK-B
B1-B44xB1-i1 1 1 58.800 35.300 2075.64
A16-A30XA16-B16 1 1 18.590 5.500 102.25
Ded of Staircase 1 -1 7.970 5.330 -42.48
Ded of Toi 1 -1 8.280 5.690 -47.11
Ded of Lift 1 -1 3.460 5.940 -20.55
Ded of Duct 1 -1 21.230 9.850 -209.12
Ded of Duct 2 -1 4.620 4.180 -38.62
Ded of Duct 2 -1 5.200 5.820 -60.53
i17-i31xi17-l17 1 1 17.960 5.760 103.45
Ded of Toi 1 -1 9.700 5.760 -55.87
i38-i44Xi38-O38 1 1 8.700 9.280 80.74
Lift Lobby 1 1 6.115 5.770 35.28
BLOCK-A
N46-N83xN47-o47 1 1 62.310 31.708 1975.73
Ded of Duct-left 1 -1 22.940 15.080 -345.94
Ded of Duct-left 1 -1 5.400 4.250 -22.95
Ded of Duct-right 1 -1 23.180 12.330 -285.81
BLOCK-F
B85-B127xB85-I85 1 1 59.730 39.730 2373.07
Ded of Duct 1 -1 12.520 7.270 -91.02
Ded of Lift 1 -1 2.980 5.730 -17.08
Portico 1 1 18.866 5.230 98.67
Corridor 1 1 3.610 4.230 15.27
Lift Lobby 1 1 6.015 5.730 34.47
9629.52
Say 9630.00 Sqm
iii) Waist slab (150 mm thick)

BLOCK-C & E
BLOCK-D
BLOCK-B
BLOCK-F
Ramp 1 1 5.740 38.460 220.76
536.08
Say 537.00 Sqm
iv) Roof Slab 175mm thick

BLOCK-C & E
TOILET-1 1 2 4.800 8.130 78.05
TOILET-02 1 2 6.190 8.055 99.72
BLOCK-D
TOILET-01 1 1 7.230 3.895 28.16
BLOCK-B

TOILET-01 1 1 9.700 5.770 55.97
TOILET-02 1 1 8.290 5.685 47.13
BLOCK-F
TOILET-01 1 1 8.480 7.230 61.31
370.34
Say 371.00 Sqm
3 Sunshades
W2 147 1.800 264.60
W3 11 1.500 16.50
W4 71 1.200 85.20
V1 7 2.100 14.70
V3 36 1.500 54.00
435.00
Say 435.00 Rmt
4 Sill slabs
W1 4 2.100 0.230 0.100 0.19
W2 170 1.800 0.230 0.100 7.04
W3 11 1.500 0.230 0.100 0.38
W4 71 1.200 0.230 0.100 1.96
V1 7 2.100 0.230 0.100 0.34
V3 36 1.500 0.230 0.100 1.24
11.15
Say 12.00 cum
b Lintels
D1 12 2.260 0.225 0.175 1.07
D2 19 1.960 0.225 0.175 1.47
D3 19 1.660 0.225 0.175 1.24
D4 97 1.460 0.225 0.175 5.58
D5 5 1.360 0.225 0.175 0.27
D6 14 1.260 0.225 0.175 0.69
ALD4 4 1.460 0.225 0.175 0.23
ALD5 2 1.360 0.225 0.175 0.11
FD1 4 2.460 0.225 0.175 0.39
FD2 1 1.960 0.225 0.175 0.08
Lift door 10 1.660 0.225 0.175 0.65
W1 4 2.260 0.225 0.175 0.36
W2 170 1.960 0.225 0.175 13.12
W3 11 1.660 0.225 0.175 0.72
W4 71 1.360 0.225 0.175 3.80
V1 7 2.260 0.225 0.175 0.62
V3 36 1.660 0.225 0.175 2.35
D2 7 1.960 0.100 0.175 0.24
D3 32 1.660 0.100 0.175 0.93
D4 27 1.460 0.100 0.175 0.69
D5 24 1.360 0.100 0.175 0.57
D6 113 1.260 0.100 0.175 2.49
ALD4 17 1.960 0.100 0.175 0.58
ALD5 20 1.360 0.100 0.175 0.48
726 38.72
Say 39.00 Cum
5 RCC M20 grade mix

a Platforms

Block-A2
Library / Seminar 2 5.000 0.600 6.00
Male & Female Attendents Loungue 2 4.000 0.600 4.80
Block-B2
Reception 2 8.000 0.600 9.60
Medicine despensing 1 2.100 0.600 1.26
Metal Wax 1 10.550 0.600 6.33
Procedure Room 2 1.800 0.600 2.16
Dental Lab 1 7.000 0.600 4.20
Dental Chair 3 1.500 0.600 2.70
Exam Room 3 1.000 0.600 1.80
Model Section 1 6.200 0.600 3.72
Block-C2
Near corridor(Printer) 2 4.950 0.600 5.94
Library / Seminar 2 12.135 0.600 14.56
toilets 3 1.000 0.600 1.80
Clean utility 2 2.150 0.600 2.58
Clinical Side Room 2 5.370 0.600 6.44
Pantry 2 3.400 0.600 4.08
Block-D2
Reception & Records 1 4.200 0.600 2.52
Reception 1 8.000 0.600 4.80
Wash basin platforms in M & F Public
toilets 2 1.800 0.600 2.16
toilets 3 1.000 0.600 1.80
Block-E2
Library / Seminar 2 12.135 0.600 14.56
toilets 3 1.000 0.600 1.80
Clean utility 2 2.150 0.600 2.58
Pantry 2 3.400 0.600 4.08
Clericals 2 6.200 0.600 7.44
Clericals 1 1.650 0.600 0.99
Clericals 1 4.790 0.600 2.87
Block-F2
Female toilet Hand wash 2 2.800 0.600 3.36
Pantry 2 3.430 0.600 4.12
Clean Utility 2 2.150 0.600 2.58
Clinical Side 1 5.370 0.600 3.22
Male toilet Hand wash 1 1.500 0.600 0.90
Reception (priner) 2 2.300 0.600 2.76
172.34

Say 173.00 Sqm
b Loft
Block-A2
Library / Seminar 2 3.000 0.600 3.60
Clerical Staff 1 5.000 0.600 3.00
General Staff 1 8.000 0.600 4.80
Senior Residents 1 5.000 0.600 3.00
Professor rooms 2 4.000 0.600 4.80
Assodsiate (typ) 3 2.000 0.600 3.60
Block-B2
Exam Room Storage 3 1.000 0.600 1.80
Prof HOD Room 3 3.000 0.600 5.40
Bera Room 2 3.000 0.600 3.60
Audiometry Room 1 3.000 0.600 1.80
Councellor Room 1 3.000 0.600 1.80
Block-C2
Class Staff Room 1 2.450 0.600 1.47
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Block-D2
Rooms 4 3.000 0.600 7.20
Dressing Room 2 3.500 0.600 4.20
Sterile Store 1 3.000 0.600 1.80
Plaster cutiing 2 3.500 0.600 4.20
Staff Room 1 3.500 0.600 2.10
Therapy Room(typ) 5 3.500 0.600 10.50
Therapy Room(typ) 4 3.500 0.600 8.40
Block-E2
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Block-F2
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Demo Room 2 4.300 0.600 5.16
141.69
Say 142.00 Sqm

Say 315.00 Sqm
c Racks
Block-A2
Library / Seminar 3 2 3.000 0.450 8.10
Male & Female Attendents Loungue 3 2 3.000 0.450 8.10
Clerical Staff 3 1 5.000 0.450 6.75
General Staff 3 1 8.000 0.450 10.80

Senior Residents 3 1 5.000 0.450 6.75
Professor rooms 3 2 4.000 0.450 10.80
Assodsiate (typ) 3 3 2.000 0.450 8.10
Block-B2
Exam Room Storage 3 3 1.000 0.450 4.05
Prof HOD Room 3 3 3.000 0.450 12.15
Bera Room 3 2 3.000 0.450 8.10
Audiometry Room 3 1 3.000 0.450 4.05
Councellor Room 3 1 3.000 0.450 4.05
Injection Room M & F 3 2 2.000 0.450 5.40
Block-C2
Class Staff Room 3 1 2.450 0.450 3.31
Store 3 1 2.150 0.450 2.90
Staff Room 3 1 2.450 0.450 3.31
Demo Room 3 1 5.000 0.450 6.75
Duty Rooms 3 8 2.500 0.450 27.00
Block-D2
Rooms 3 4 3.000 0.450 16.20
Dressing Room 3 2 3.500 0.450 9.45
Sterile Store 3 1 3.000 0.450 4.05
Plaster cutiing 3 2 3.500 0.450 9.45
Staff Room 3 1 3.500 0.450 4.73
Therapy Room(typ) 3 5 3.500 0.450 23.63
Therapy Room(typ) 3 4 3.500 0.450 18.90
Block-E2
Class Staff Room 3 1 2.450 0.450 3.31
Store 3 1 2.150 0.450 2.90
Staff Room 3 1 2.450 0.450 3.31
Demo Room 3 1 5.000 0.450 6.75
Duty Rooms 3 8 2.500 0.450 27.00
Block-F2
Staff Room 3 1 2.450 0.450 3.31
Demo Room 3 1 5.000 0.450 6.75
Duty Rooms 3 8 2.500 0.450 27.00
Demo Room 3 2 4.300 0.450 11.61
318.80
Say 319.00 Sqm

under lintels
Lift door 2 6 0.300 0.225 0.150 0.12
D3 2 2 0.300 0.225 0.150 0.04
D5 2 109 0.300 0.225 0.150 2.21
D6 2 6 0.300 0.225 0.150 0.12
D6 2 114 0.300 0.100 0.150 1.03
SD 2 6 0.300 0.225 0.150 0.12
FD1 2 16 0.300 0.225 0.150 0.32
W1 2 263 0.300 0.225 0.150 5.33
W2 2 82 0.300 0.225 0.150 1.66
JW1 2 12 0.300 0.225 0.150 0.24
JW2 2 26 0.300 0.225 0.150 0.53
V1 2 150 0.300 0.225 0.150 3.04
Bed blocks for hold fasts
Lift door 6 6 0.230 0.225 0.150 0.28
D3 6 2 0.230 0.225 0.150 0.09

D5 6 109 0.230 0.225 0.150 5.08
D6 6 6 0.230 0.225 0.150 0.28
D6 6 114 0.230 0.100 0.150 2.36
SD 6 6 0.230 0.225 0.150 0.28
FD1 6 16 0.230 0.225 0.150 0.75
W1 4 263 0.230 0.225 0.150 8.17
W2 4 82 0.230 0.225 0.150 2.55
JW1 4 12 0.230 0.225 0.150 0.37
JW2 4 26 0.230 0.225 0.150 0.81
V1 2 150 0.230 0.225 0.150 2.33
38.09
Say 39.00 Cum
7 PCC for Steps
Staircase 0.5 144 2.000 0.300 0.150 6.48
6.48
Say 7.00 cum
8 340mm /RCC WALL BRICK WORK

X-Ray Room h 2 4.816 0.340 3.250 10.64
X-Ray Room v 2 6.739 0.340 3.250 14.89
X-Ray Room v 1 5.560 0.340 3.250 6.14
Deductions
D4 -1 1.200 0.340 2.600 -1.06
D6 -1 0.800 0.340 2.100 -0.57
30.05
Say 31.00 cum
BLOCK A2
horizantal 2 64.780 0.225 3.150 91.83
ded C3 -1 0.900 0.225 3.150 -0.64
ded C3 -2 0.900 0.225 3.150 -1.28
ded C7 -2 1.200 0.225 3.150 -1.70
open to sky wall offset 1 4.297 0.225 3.150 3.05
vertical walls 7 12.960 0.225 3.150 64.30
deduct opening -4 2.450 0.225 3.150 -6.95
ded C3 -3 0.900 0.225 3.150 -1.91
ded C7 -2 1.200 0.225 3.150 -1.70
assi pro v 1 14.190 0.225 3.000 9.58
assi pro h 2 4.000 0.225 3.150 5.67
toilet h 1 1.800 0.225 3.750 1.52
toilet v 1 4.400 0.225 3.750 3.71
prof h 1 6.000 0.225 3.750 5.06
attandantas h 6 4.900 0.225 3.250 21.50
toilet v 2 2.900 0.225 3.750 4.89
prof h 1 6.000 0.225 3.750 5.06
BLOCK B2
Harizontals 1 58.801 0.225 3.250 43.00
deduct C2 -9 0.750 0.225 3.250 -4.94
stair case to general store 2 12.100 0.225 3.250 17.70
demo room v typ 14 5.000 0.225 3.750 59.06
deduct openings -4 0.660 0.225 3.250 -1.93
deduct C2 -4 0.750 0.225 3.250 -2.19
all round open to sky 1 1.565 0.225 3.250 1.14
deduct C2 -17 0.750 0.225 3.250 -9.32
non-teaching staff h 1 11.800 0.225 3.250 8.63
non-teaching staff v 3 4.000 0.225 3.250 8.78

lift walls 2 5.120 0.225 3.250 7.49
Prof HOD TYP 12 4.810 0.225 3.250 42.21
deduct C2 -12 0.750 0.225 3.250 -6.58
Exam room typ 13 4.700 0.225 3.750 51.55
corridor v 2 1.800 0.225 0.300 0.24
professor room to HOD typ 2 20.150 0.225 3.150 28.56
deduct C2 -8 0.750 0.225 3.250 -4.39
Reception-h 2 3.600 0.225 3.250 5.27
3.6mm corridor v 2 3.600 0.225 3.250 5.27
3.6mm corridor h 2 40.250 0.225 3.250 58.87
injection room to Toilets 1 12.833 0.225 3.250 9.38
toilet room v 7 5.520 0.225 3.250 28.26
deduct oprnings -1 2.000 0.225 3.250 -1.46
deduct C4 -3 0.750 0.225 3.250 -1.65
stair case h 2 9.220 0.225 3.250 13.48
deduct C6 -2 0.750 0.225 3.250 -1.10
stair case to lift v 2 11.140 0.225 3.250 16.29
deduct C6 -2 0.750 0.225 3.250 -1.10
lift v 1 4.600 0.225 3.250 3.36
connecting corridor to B&C 2 3.400 0.225 3.250 4.97
BLOCK C2
Reception to store h typ 8 41.248 0.225 3.250 241.30
deduct openings -1 10.820 0.225 3.250 -7.91
deduct openings -1 6.130 0.225 3.250 -4.48
deduct C2 -24 0.750 0.225 3.250 -13.16
deduct C2 -9 0.900 0.225 3.250 -5.92
toilet wall h 1 6.630 0.225 3.150 4.70
toilet wall v 17 7.625 0.225 3.250 94.79
deduct openings -1 2.000 0.225 3.250 -1.46
ward toilet h 2 4.490 0.225 3.250 6.57
ward toilet v 6 4.060 0.225 3.250 17.81
corridor v 1 2.150 0.225 0.300 0.15
assosiative room 4 2.150 0.225 3.250 6.29
staff toilet to diff abld 8 16.310 0.225 3.250 95.41
deduct C2 -17 0.750 0.225 3.250 -9.32
deduct C3 -5 0.900 0.225 3.250 -3.29
class-4 room typ 10 5.465 0.225 3.250 39.96
duct h 2 2.950 0.225 3.750 4.98
store v 2 2.928 0.225 3.750 4.94
llift h 3 2.450 0.225 3.250 5.37
corridor h 1 2.450 0.225 0.300 0.17
corridor v 3 2.450 0.225 3.250 5.37
nurse station v @wards 2 2.200 0.225 2.100 2.08
student v typ 3 3.900 0.225 3.250 8.56
attached toilet v 3 2.250 0.225 3.250 4.94
block c to block e corridor h 1 77.980 0.225 3.150 55.27
deduct C1A -5 0.600 0.225 3.150 -2.13
deduct C2 -3 0.750 0.225 3.150 -1.59
deduct C3 -4 0.900 0.225 3.150 -2.55
Deduct corridor openings 2 2.450 0.225 3.150 3.47
Block -D2
Horizontal 2 35.320 0.225 3.250 51.66
deduct stair case opening -1 1.700 0.225 3.250 -1.24
deduct open to sky -1 6.970 0.225 3.250 -5.10
deduct C2 -5 0.750 0.225 3.250 -2.74
corridor v 6 8.370 0.225 3.250 36.72

deduct openings -2 3.430 0.225 3.250 -5.02
deduct C1A -6 0.600 0.225 3.250 -2.63
Equipment room 2 6.700 0.225 3.250 9.80
deduct opening -1 4.000 0.225 3.250 -2.93
reception to toilet 2 33.280 0.225 3.250 48.67
Staircase-V 2 5.150 0.225 3.250 7.53
Open to sky 2 7.374 0.225 3.250 10.78
Open to sky 2 14.010 0.225 3.250 20.49
Block -E2
deduct openings -1 10.820 0.225 3.250 -7.91
deduct openings -1 6.130 0.225 3.250 -4.48
deduct C2 -24 0.750 0.225 3.250 -13.16
deduct C2 -9 0.900 0.225 3.250 -5.92
toilet wall h 1 6.630 0.225 3.150 4.70
toilet wall v 17 7.625 0.225 3.250 94.79
deduct openings -1 2.000 0.225 3.250 -1.46
ward toilet h 2 4.490 0.225 3.250 6.57
ward toilet v 6 4.060 0.225 3.250 17.81
corridor v 1 2.150 0.225 0.300 0.15
deduct C2 -17 0.750 0.225 3.250 -9.32
deduct C3 -5 0.900 0.225 3.250 -3.29
class-4 room typ 10 5.465 0.225 3.250 39.96
duct h 2 2.950 0.225 3.750 4.98
store v 2 2.928 0.225 3.750 4.94
llift h 3 2.450 0.225 3.250 5.37
corridor h 1 2.450 0.225 0.300 0.17
corridor v 3 2.450 0.225 3.250 5.37
student v typ 3 3.900 0.225 3.250 8.56
deduct C1A -5 0.600 0.225 3.150 -2.13
deduct C2 -3 0.750 0.225 3.150 -1.59
deduct C3 -4 0.900 0.225 3.150 -2.55
Block -F2
horizantal 2 61.056 0.225 3.250 89.29
deduct columns c2 -18 0.750 0.225 3.250 -9.87
verticals 2 36.115 0.225 3.250 52.82
deduct columns C1A -3 0.600 0.225 3.250 -1.32
deduct columns C3 -6 0.900 0.225 3.250 -3.95
Wards h typ 4 12.170 0.225 3.250 35.60
ded C3 -1 0.900 0.225 3.250 -0.66
Wards v typ 2 32.550 0.225 3.250 47.60
ded C3 -5 0.900 0.225 3.250 -3.29
electrical room 1 4.560 0.225 3.250 3.33
demo room v 1 16.750 0.225 3.250 12.25
Wards h typ 5 31.328 0.225 3.250 114.54
corridor wall 3 3.000 0.225 3.250 6.58
Wards to toilet typ 2 28.385 0.225 3.250 41.51
ded C3 -8 0.900 0.225 3.250 -5.27
Wards v typ 2 17.675 0.225 3.250 25.85
ded C3 -6 0.900 0.225 3.250 -3.95

open to sky v 7 7.000 0.225 3.250 35.83
ded C3 -4 0.900 0.225 3.250 -2.63
stair case h 1 5.600 0.225 3.250 4.10
lift h 2 2.500 0.225 3.250 3.66
lift v 1 5.200 0.225 3.250 3.80
RAMP
Horizontal 1 5.560 0.225 3.500 4.38
Vertical 2 35.450 0.225 3.500 55.83
Vertical between wall 1 3.307 0.225 3.500 2.60
Deduct Columns C4A -16 0.600 0.225 3.500 -7.56
Deductions
D1 -12 1.800 0.225 2.600 -12.64
D2 -19 1.500 0.225 2.600 -16.67
D3 -19 1.200 0.225 2.600 -13.34
D4 -97 1.000 0.225 2.600 -56.75
D5 -5 0.900 0.225 2.100 -2.13
D6 -14 0.800 0.225 2.100 -5.29
ALD4 -4 1.000 0.225 2.600 -2.34
ALD5 -2 0.900 0.225 2.600 -1.05
FD1 -4 2.000 0.225 2.100 -3.78
FD2 -1 1.500 0.225 2.100 -0.71
Lift door -10 1.200 0.225 2.100 -5.67
W1 -4 1.800 0.225 1.700 -2.75
W2 -170 1.500 0.225 1.700 -97.54
W3 -11 1.200 0.225 1.700 -5.05
W4 -71 0.900 0.225 1.700 -24.44
V1 -7 1.800 0.225 0.500 -1.42
V3 -36 1.200 0.225 0.500 -4.86
Lintels
D1 -12 2.260 0.225 0.175 -1.07
D2 -19 1.960 0.225 0.175 -1.47
D3 -19 1.660 0.225 0.175 -1.24
D4 -97 1.460 0.225 0.175 -5.58
D5 -5 1.360 0.225 0.175 -0.27
D6 -14 1.260 0.225 0.175 -0.69
ALD4 -4 1.460 0.225 0.175 -0.23
ALD5 -2 1.360 0.225 0.175 -0.11
FD1 -4 2.460 0.225 0.175 -0.39
FD2 -1 1.960 0.225 0.175 -0.08
Lift door -10 1.660 0.225 0.175 -0.65
W1 -4 2.260 0.225 0.175 -0.36
W2 -170 1.960 0.225 0.175 -13.12
W3 -11 1.660 0.225 0.175 -0.72
W4 -71 1.360 0.225 0.175 -3.80
V1 -7 2.260 0.225 0.175 -0.62
V3 -36 1.660 0.225 0.175 -2.35
2063.75
Say 2064.00 Cum
7 100 mm thick Brick masonry walls

BLOCK A2
Toil. In Prof.room-H 1 1.350 3.750 5.06
Toil. In Prof.room-V 1 2.297 3.750 8.61
Toil. Attached to Asst.Prof. room-H 1 1.800 3.750 6.75

Toil. Attached to Asst.Prof. room-V off
2
set-Lobby 4.400 3.750 33.00
Toi. In Prof. room wall-H 1 1.350 3.750 5.06
Toi. In Prof. room wall-V 1 1.800 3.750 6.75
Attac.toil.in F&M residents -H 1 1.800 3.750 6.75
Attac.toil.in F&M residents -V 3 2.900 3.750 32.63
BLOCK B2
Dental chari-1 to OPG room wall-V TYP 4 20.150 3.250 261.95
DED of COL C2 typ -16 0.750 3.750 -45.00
Public toil.M&F-H wall typ 4 1.800 2.100 15.12
Public toil.M&F-V wall 2 2.140 2.100 8.99
JAN wall-H 2 0.600 3.750 4.50
JAN wall-V 2 1.138 3.750 8.54
Procedure room rooms wall-H typ 1 16.450 3.750 61.69
DED of COL C2 typ -2 0.750 3.750 -5.63
Toil. In Prof/HOD room wall-H typ 3 2.800 3.250 27.30
Toil. In Prof/HOD room wall-V typ 3 1.350 3.750 15.19
Audiometry room partian wall-V 1 4.200 3.750 15.75
Medicine store partian wall-H 1 3.000 3.750 11.25
Public toil.F-wall-H 3 1.000 2.100 6.30
Public toil.F-wall-V 3 1.600 2.100 10.08
Public toil.-M-wall-V 1 5.340 3.750 20.03
Public toil.-M-wall-H 3 1.500 2.100 9.45
BLOCK C2
Association room wall-H 2 3.600 3.750 27.00
Female toil.wall-H typ 9 1.350 2.100 25.52
Female toil.wall-V typ 9 1.050 2.100 19.85
Female toil. Long wall-H 1 4.445 3.250 14.45
Staff toil. Wall-V 1 1.500 3.750 5.63
Staff toil & PHC. Wall-H 1 5.519 3.750 20.70
PHC. Wall-V 1 3.266 3.150 10.29
Ded of col C2 -2 0.750 3.150 -4.73
Class staff room wall-V 1 2.450 3.150 7.72
Store room beside stair case wall-V 1 3.557 3.250 11.56
Store room beside stair case wall-H 1 2.350 3.250 7.64
PHC&JAN wall-H typ 3 2.954 3.250 28.80
Jan wall-V 1 1.500 3.750 5.63
Male toil. Wall-H 1 4.686 3.750 17.57
Male toil. WC's Wall-H 9 1.350 2.100 25.52
Male toil. WC's Wall-V 9 1.000 2.100 18.90
Male toil. Urinals Wall-H 2 0.948 2.950 5.59
Staff room & Dirty room partian wall-H 2 5.000 3.250 32.50
Student duty room typ wall-V 6 3.900 3.250 76.05
Clean utility & Medication room wall-H 1 10.820 3.750 40.58
Medication room partion wall-V 1 2.150 3.750 8.06
Attatc.Toil. to Attendant M&F wall-H 2 3.550 3.250 23.08
Student room-Clinical side room wall-V typ 7 3.900 3.750 102.38
ASSO.PROF. Room wall-H typ 2 6.400 3.750 48.00
ASSTT.PROF room wall-H typ 2 3.965 3.250 25.77
Deduct columns C2 -3 0.750 3.250 -7.31
BLOCK D2
Dressing - A.H.U room wall-H typ 7 4.158 3.250 94.59
Dressing - A.H.U room wall-V 1 25.554 3.750 95.83
Toil.(H) wall-H 1 2.248 3.750 8.43

Toil.(H) wall-V 1 2.758 3.750 10.34
Public toil.M&F Partian wall-V 1 4.746 3.750 17.80
WC's-H 4 1.250 2.100 10.50
WC's-V 4 1.050 2.100 8.82
Public toil.-M urinals_H 2 0.728 2.100 3.06
DW wall-V 1 0.910 2.100 1.91
Minor OT to Demo room wall-V 3 7.038 3.250 68.62
Minor OT to Demo room wall-H 1 17.710 3.250 57.56
Sterile&Scrub change partian-V 1 3.189 3.750 11.96
Sterile&Scrub change partian-H 1 5.893 3.250 19.15
Deduct columns C1A -4 0.600 3.250 -7.80
Therapy&Preparatin room wall-H 2 4.085 3.250 26.55
Therapy&Preparatin room wall-V 1 11.065 3.250 35.96
Demonstarat&receptin wall-H 2 4.265 3.750 31.99
Demonstarat&receptin wall-V 1 2.670 3.750 10.01
Interferential therapy to Physio off-V 1 18.163 3.250 59.03
Interferential therapy to Physio off-H 6 4.115 3.250 80.24
Exam room-1to4 wall-H typ 3 4.331 3.250 42.23
Exam room-1to4 wall-V 1 15.280 3.250 49.66
X-ray& Radio grapher partian-V 1 5.560 3.750 20.85
Ded of col C1A -12 0.600 3.250 0.00
BLOCK E2
Staff toil. Wall-V 1 1.500 3.750 5.63
PHC. Wall-V 1 3.266 3.150 10.29
Ded of col C2 -2 0.750 3.150 -4.73
PHC&JAN wall-H typ 3 2.954 3.250 28.80
Jan wall-V 1 1.500 3.750 5.63
Male toil. Wall-H 1 4.686 3.750 17.57
Deduct columns C2 -3 0.750 3.250 -7.31
BLOCK F2
Staff toil. Wall-V 1 1.500 3.750 5.63

PHC. Wall-V 1 3.266 3.150 10.29
Ded of col C2 -2 0.750 3.150 -4.73
Deduct columns C2 -3 0.750 3.250 -7.31
Male toil. Wall-H 1 4.686 3.750 17.57
elevation fins 127 3.100 3.900 1535.43
elevation fins 13 7.500 3.900 380.25
Platform walls 150 0.600 0.900 81.00
Cupboard walls 79 0.600 2.100 99.54
Deductions
D2 -7 1.500 2.600 -27.30
D3 -32 1.200 2.600 -99.84
D4 -27 1.000 2.600 -70.20
D5 -24 0.900 2.100 -45.36
D6 -113 0.800 2.100 -189.84
ALD4 -17 1.500 2.600 -66.30
ALD5 -20 0.900 2.600 -46.80
Lintels
D2 -7 1.960 0.175 -2.40
D3 -32 1.660 0.175 -9.30
D4 -27 1.460 0.175 -6.90
D5 -24 1.360 0.175 -5.71
D6 -113 1.260 0.175 -24.92
ALD4 -17 1.960 0.175 -5.83
ALD5 -20 1.360 0.175 -4.76
4550.66
Say 4551.00 Sqm
8 TMT STEEL
Lintels 39.0 80.000 Kgs/Cum 3120.00
Shelves 318.80 0.025 80.000 Kgs/Cum 637.61
Sillslab 11.150 80.000 Kgs/Cum 892.03
614726.59
Say 614.70 MT
9 Mild Steel
RBM 4550.7 2.000 Kgs/Sqm 9101.32
9115.24

Say 9.12 MT
Qty Same as Ceramic flooring 556.00
Qty Same as Common area flooring 3390.00
Qty Same as Cheqqured Tiles Flooring 189.00
Qty Same as Polished Granite slabs Flooring 128.00

9803.08
Say 9804.00 Sqm

Block A2
Junior Residents 1 37.410 3.750 140.29
Clerical Staff 1 29.720 3.750 111.45
Library Seminar Room 2 33.630 3.750 252.23
General staff 1 36.500 3.750 136.88
Prof Room 2 20.000 3.750 150.00
Asst Prof 2 17.320 3.750 129.90
Security 1 14.400 3.750 54.00
Lab technician 1 14.600 3.750 54.75
Association 1 15.200 3.750 57.00
Female & Male Attendents Room 2 21.020 3.750 157.65
House Keeping 1 9.700 3.750 36.38
Block B2
Demo Room 1 22.100 3.750 82.88
Dental Surgery 1 17.200 3.750 64.50
Exam Room 1 17.000 3.750 63.75
Electrical Room 1 16.200 3.750 60.75
G Store 1 15.400 3.750 57.75
Vestibular Room 1 15.000 3.750 56.25
Procedure Room 1 17.100 3.750 64.13
Speech Therapy Room 1 17.000 3.750 63.75
Exam Rooms 2 17.000 3.750 127.50
Procedue Rooom 1 17.100 3.750 64.13
Prof Hod 1 18.300 3.750 68.63
Counselor Room 1 16.400 3.750 61.50
Dark Room 1 14.600 3.750 54.75
Refraction 1 13.600 3.750 51.00
Demo Room 2 22.000 3.750 165.00
Audiometry Room 1 17.800 3.750 66.75
Bera Room 1 17.800 3.750 66.75
Prof Hod 1 18.300 3.750 68.63
Non teaching Staff Room 3 14.000 3.750 157.50
G. Store 1 11.600 3.750 43.50
Prof Hod 1 18.300 3.750 68.63
Dental Hygenist 1 16.400 3.750 61.50
Metal & Wax 1 25.800 3.750 96.75
Model Section 1 15.400 3.750 57.75
Dental Chair 1,2,&3 3 16.400 3.750 184.50
Washing & De contamination Room 1 16.400 3.750 61.50
OPG Room 1 17.520 3.750 65.70
Medicine Store 1 9.600 3.750 36.00

Block-C2
Library / Seminar 1 22.390 3.750 83.96
Asst prof 1 14.200 3.750 53.25
Asst prof 1 13.800 3.750 51.75
Asst prof Offset 1 7.500 3.750 28.13
Asst Prof 1 21.550 3.750 80.81
Asst prof Offset 1 5.390 3.750 20.21
Prof 1 17.000 3.750 63.75
Library / Seminar 1 22.390 3.750 83.96
Asst prof 1 14.200 3.750 53.25
Asst Prof 1 22.600 3.750 84.75
Wards 6 beds 10 29.750 3.750 1115.63
Association Room 1 12.800 3.750 48.00
Lab technician 1 12.000 3.750 45.00
Security 1 11.800 3.750 44.25
Male & Female AttendentsLoungue 2 21.410 3.750 160.58
House Keeping Store 1 9.200 3.750 34.50
Electrical Room 1 17.400 3.750 65.25
Staff Room 1 14.910 3.750 55.91
Dirty Utility 1 10.800 3.750 40.50
Demo Room 1 22.710 3.750 85.16
Class Staff Room 1 15.200 3.750 57.00
Store Room 1 11.410 3.750 42.79
Treatment Room 2 13.800 3.750 103.50
Duty Nurse Room 2 13.300 3.750 99.75
Medication Room 2 9.170 3.750 68.78
Clean Utility 2 14.040 3.750 105.30
Residents Doctors Room 2 15.000 3.750 112.50
Equipment 2 12.420 3.750 93.15
Pantry 2 12.400 3.750 93.00
Student Duty Room 2 13.800 3.750 103.50
Block D2
Store Room 1 12.350 3.750 46.31
Electrical Room 1 12.750 3.750 47.81
Dressing Room F 1 16.170 3.750 60.64
Dressing Room M 1 15.620 3.750 58.58
General Store 1 14.680 3.750 55.05
Plaster Cutting Room 2 15.620 3.750 117.15
AHU 1 15.340 3.750 57.53
Minor OT 1 21.940 3.750 82.28
Scrub Change & Sterile store 2 12.070 3.750 90.53
Vestibule 1 19.080 3.750 71.55
Demo Room 1 11.360 3.750 42.60
Utility Equipment Room 1 20.710 3.750 77.66
Therapy Room 1 14.220 3.750 53.33
Prepartion Room 1 15.420 3.750 57.83
Demonstrator Office 1 13.510 3.750 50.66
Physio Office 1 13.690 3.750 51.34
Therapy Room 1 17.170 3.750 64.39
Wax Therapy 1 14.820 3.750 55.58
Short Wave Dia Thermy 1 14.820 3.750 55.58
Interferential Therapy 1 16.290 3.750 61.09
Prostethics 1 17.960 3.750 67.35

CH Room 1 8.130 3.750 30.49
Exam Room 2 15.760 3.750 118.20
Exam Room 1 15.860 3.750 59.48
Exam Room 1 16.310 3.750 61.16
Block E2
Library / Seminar 1 22.390 3.750 83.96
Asst prof 1 14.200 3.750 53.25
Asst prof 1 13.800 3.750 51.75
Asst prof Offset 1 7.500 3.750 28.13
General Staff 1 17.600 3.750 66.00
Clerical Staff 1 16.160 3.750 60.60
Clerical Staff 1 5.404 3.750 20.27
Prof 1 17.000 3.750 63.75
Library / Seminar 1 22.390 3.750 83.96
Asst prof 1 14.200 3.750 53.25
Seminar Residents 1 22.600 3.750 84.75
Wards 6 beds 10 29.750 3.750 1115.63
Lab technician 1 12.000 3.750 45.00
Security 1 11.800 3.750 44.25
Electrical Room 1 13.700 3.750 51.38
Demo Room 1 18.610 3.750 69.79
Dirty Utility 1 10.800 3.750 40.50
Demo Room 1 22.710 3.750 85.16
Class Staff Room 1 15.200 3.750 57.00
Elec Room 1 11.410 3.750 42.79
Treatment Room 2 13.800 3.750 103.50
Duty Nurse Room 2 13.300 3.750 99.75
Clean Utility 2 14.040 3.750 105.30
Equipment 2 12.420 3.750 93.15
Pantry 2 12.400 3.750 93.00
Block F2
Treatment Room 2 13.800 3.750 103.50
Duty Nurse Room 2 13.300 3.750 99.75
Clean Utility 2 14.040 3.750 105.30
Equipment 2 12.420 3.750 93.15
Pantry 2 12.400 3.750 93.00
Ward 8 Nos Beds 7 32.730 3.750 859.16
Ward 8 Nos Beds 1 28.532 3.750 107.00
Ward 10 Nos Beds 2 39.020 3.750 292.65
Ward 10 Nos Beds 1 39.770 3.750 149.14
Demo Room 2 25.500 3.750 191.25
Electrical Room 1 18.570 3.750 69.64
Dirty Utility 1 12.620 3.750 47.33
Equipment Room (typ) 6 10.220 3.750 229.95

Clean Utility 1 7.800 3.750 29.25
Duty Nurse Room 1 15.590 3.750 58.46
Block A2
Toilets in M & F Attendents 2 6.300 3.750 47.25
Toilet Block Lobby 1 12.800 3.750 48.00
M & F Toilet 2 7.800 3.750 58.50
Attached Toilets In professor Room 2 6.300 3.750 47.25
Block B2
Lobby 1 11.180 3.750 41.93
Hand Wash Area 1 1.400 3.750 5.25
Janitors room 1 4.280 3.750 16.05
Wcs 2 5.000 2.100 21.00
Lobby 1 11.180 3.750 41.93
Hand Wash Area 1 1.400 3.750 5.25
Janitors room 1 3.680 3.750 13.80
Wcs 2 5.000 2.100 21.00
Urinals Area 1 4.030 3.750 15.11
Attached toilet in Prof Hod 3 8.300 3.750 93.38
Lobby 1 4.825 3.750 18.09
Hand Wash Area 1 6.360 3.750 23.85
Wcs 3 5.000 2.100 31.50
Lobby 1 5.280 3.750 19.80
Hand Wash Area 1 6.090 3.750 22.84
Wcs 3 5.000 2.100 31.50
Urinals Area 1 5.530 3.750 20.74
Service Shaft 1 10.380 3.750 38.93
Block C2
Female toilet
Lobby 1 4.550 3.750 17.06
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 3.750 17.53
Staff Toilet 1 6.800 3.750 25.50
Janitors room 2 4.600 3.750 34.50
Male toilet
Lobby 1 8.245 3.750 30.92
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 3.750 19.39
Proffesor 2 5.990 3.750 44.93
Staff Toilet (M) 1 7.190 3.750 26.96
Staff Toilet (M) 1 4.890 3.750 18.34
Staff Toilet (F) 1 6.900 3.750 25.88
Staff Toilet (F) 1 4.890 3.750 18.34
Nurse station (toilets) 4 7.300 3.750 109.50

Attached toilet in loungue 2 6.000 3.750 45.00
Service Shaft 2 17.800 3.750 133.50
Block D2
Toilet Near Preparation Room 1 6.860 3.750 25.73
Toilet in Preparation Room 1 7.300 3.750 27.38
Toilet Near Therapy Rooom 1 8.940 3.750 33.53
Public toilet M
Public toilet M Lobby 1 4.640 3.750 17.40
Handwash & Lobby 1 4.975 3.750 18.66
In Front of toilets & urinals 1 6.480 3.750 24.30
Wcs 1 4.400 2.100 9.24
Wcs 1 4.600 2.100 9.66
Public toilet Female
Public toilet F Lobby 1 3.400 3.750 12.75
Handwash & Lobby 1 3.700 3.750 13.88
In Front of toilets 1 6.090 3.750 22.84
Wcs 1 4.400 2.100 9.24
Wcs 1 4.600 2.100 9.66
Block E2
Female toilet
Lobby 1 4.550 3.750 17.06
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 3.750 17.53
Staff Toilet 1 6.800 3.750 25.50
Janitors room 2 4.600 3.750 34.50
Male toilet
Lobby 1 8.245 3.750 30.92
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 3.750 19.39
Proffesor 2 5.990 3.750 44.93
Staff Toilet (M) 1 7.190 3.750 26.96
Staff Toilet (M) 1 4.890 3.750 18.34
Staff Toilet (F) 1 6.900 3.750 25.88
Staff Toilet (F) 1 4.890 3.750 18.34
Service Shaft 2 17.800 3.750 133.50
Block F2
Female toilet
Hand wash area 1 4.097 3.750 15.36
Hand wash area 1 1.150 3.750 4.31
Entrance 1 3.080 3.750 11.55
Before Wcs 1 11.435 2.100 24.01
Wcs & bAth 2 5.080 2.100 21.34
Wcs 4 4.800 2.100 40.32
Bath 3 4.800 2.100 30.24
Female toilet Near Dirty Utility
Lobby 1 6.380 3.750 23.93

Hand wash area 1 4.260 3.750 15.98
Before Wcs 1 11.550 2.100 24.26
Wcs & bAth 2 5.080 2.100 21.34
Wcs 4 4.800 2.100 40.32
Bath 3 4.800 2.100 30.24
Female toilet Near Open to sky
Hand wash area 1 5.397 3.750 20.24
Hand wash area 1 1.150 3.750 4.31
Entrance 1 3.080 3.750 11.55
Before Wcs 1 11.435 2.100 24.01
Wcs & bAth 2 5.080 2.100 21.34
Wcs 4 4.800 2.100 40.32
Bath 3 4.800 2.100 30.24
Attached Toilet in Resident Doctor &
nurse 2 6.000 3.750 45.00
Lobby 1 11.824 3.750 44.34
Wcs 3 5.000 2.100 31.50
Lobby 1 14.280 3.750 53.55
Wcs 3 5.000 2.100 31.50
Urinals Area 1 6.280 3.750 23.55
DW 1 4.952 3.750 18.57
Service Shaft 1 17.800 3.750 66.75
Block A2
2.4M Wide Corridor 1 43.200 3.750 162.00
1.8M wide Corridor-V 1 27.040 3.750 101.40
2.4 M wide Corridor-V 1 45.440 3.750 170.40
Block B2
3.6M wide Corridor-H 1 97.000 3.750 363.75
In Front oF injection Room 1 3.880 3.750 14.55
91 People Waiting Area-V 2 40.300 3.750 302.25
1.8M wide Passage H 1 94.400 3.750 354.00
Infront of Toilets 1 1.320 3.750 4.95
In Front of Vestibular room 1 2.800 3.750 10.50
Lift Lobby 1 21.500 3.750 80.63
Medicine Dispensive 1 7.400 3.750 27.75
Lift Lobby Near St case 1 20.100 3.750 75.38
Block C2
In Front of Toilets-H 2 13.690 3.750 102.68
2.45M wide Corridor-H 2 82.500 3.750 618.75
In front of Toilet 1 3.700 3.750 13.88
2.45M wide Corridor-V 1 53.400 3.750 200.25
2.45M wide Corridor-V 1 65.870 3.750 247.01
In front of Dirty Utility 1 3.500 3.750 13.13
In front of Staff Toilet 1 12.300 3.750 46.13
In front of Asst Prof 1 4.400 3.750 16.50
In front Of Asst Prof 1 4.000 3.750 15.00
Service Lift Lobby 1 11.700 3.750 43.88
Block-D1
Reception Records 1 8.370 3.750 31.39
Waiting Area 1 4.343 3.750 16.29
Gym Area 1 18.005 3.750 67.52
In front oF stair case 1 11.152 3.750 41.82

2.4M wide Corridor-V 1 29.600 3.750 111.00
Waiting Area 1 49.700 3.750 186.38
Waiting Area 1 22.440 3.750 84.15
In front Of toilets 1 6.340 3.750 23.78
In front Of Store Electrical 1 20.275 3.750 76.03
Waiting Area 1 16.475 3.750 61.78
Entrance to Waiting Area 1 7.644 3.750 28.67
Block-E2
2.45M wide Corridor-H 2 82.500 3.750 618.75
2.45M wide Corridor-V 1 64.300 3.750 241.13
2.45M wide Corridor-V 1 85.070 3.750 319.01
Block-F2
3.195M Wide Corridor-H 1 68.650 3.750 257.44
3.195M Wide Corridor-H Offset 1 0.940 3.750 3.53
Between Treatment & Resident Doctor 1 11.080 3.750 41.55
Between Student Duty Rooms 1 15.870 3.750 59.51
Case Sheet Cabinet 1 10.035 3.750 37.63
2.4M wide Corridor-H 1 58.170 3.750 218.14
3.0M wide Corridor-V 1 16.490 3.750 61.84
3.0M wide Corridor-V 1 49.730 3.750 186.49
3.0M wide Corridor-H 1 27.740 3.750 104.03
2.4M wide Corridor-H 1 61.490 3.750 230.59
In front of clean utility 1 5.400 3.750 20.25
In front of lift Area 1 53.260 3.750 199.73
Beside Lift 1 13.290 3.750 49.84
Connecting Corridor
2.45M wide Corridor 1 102.720 3.750 385.20
Corridor-H 1 162.595 3.750 609.73
In front of Toilet Block 1 11.175 3.750 41.91
In front of Lift Lobby 1 20.100 3.750 75.38
Lifts Internal 6 9.600 3.750 216.00
Lifts Internal 4 10.800 3.750 162.00
Block C2
Wards 6 beds 10 29.750 3.750 1115.63
Block E2
Wards 6 beds 10 29.750 3.750 1115.63
Block F2
Ward 8 Nos Beds 7 32.730 3.750 859.16
Ward 8 Nos Beds 1 28.532 3.750 107.00
Ward 10 Nos Beds 2 39.020 3.750 292.65
Ward 10 Nos Beds 1 39.770 3.750 149.14
Central Ramp
Ramp 1st & 3rd flight 2 71.230 3.750 534.23
Landings 1 10.240 3.750 38.40
Staircase
Stair case 5 26.252 3.750 492.23

Platform walls 150 0.600 0.900 81.00
Cupboard walls 79 0.600 2.100 99.54
Deductions
D1 -12 1.800 2.600 -56.16
D2 -27 1.500 2.600 -105.30
D3 -48 1.200 2.600 -149.76
D4 -24 1.000 2.600 -62.40
D5 -29 0.900 2.100 -54.81
D6 -127 0.800 2.100 -213.36
FD1 -4 2.000 2.100 -16.80
FD2 -1 1.500 2.100 -3.15
ALD4 -5 1.000 2.600 -13.00
ALD5 -5 0.900 2.600 -11.70
Lift door -10 1.200 2.100 -25.20
Ded for Dadooing with glazed tiles for
Toilets -2214.53
Ded for Dadooing in wards -1334.93
25027.83
Say 25028.00 Sqm
Open To Sky 1 72.868 3.900 284.19
Open To Sky 1 80.490 3.900 313.91
Open To Sky 1 100.898 3.900 393.50
Open To Sky 1 39.700 3.900 154.83
Open To Sky 2 76.820 3.900 599.20
Open To Sky 1 34.589 3.900 134.90
For Elevation
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -170 1.500 1.700 -433.50
W3 -11 1.200 1.700 -22.44
W4 -71 0.900 1.700 -108.63
V1 -7 1.800 0.500 -6.30
V3 -36 1.200 0.500 -21.60
7076.31
Say 7077.00 Sqm

Bottom
BLOCK-C2 & E2
TOILET-1 2 4.800 8.130 78.048
TOILET-02 2 6.190 8.055 99.721
BLOCK-D2
TOILET-01 1 7.230 3.895 28.161
BLOCK-B2

TOILET-01 1 9.700 5.770 55.969
TOILET-02 1 8.290 5.685 47.129
BLOCK-F2
TOILET-01 1 8.480 7.230 61.310
TOILET 3 7.400 4.500 99.900
Alround
BLOCK-C & E
TOILET-1 2 25.860 0.300 15.516
TOILET-02 2 28.490 0.300 17.094
BLOCK-D
TOILET-01 1 22.250 0.300 6.675
BLOCK-B
TOILET-01 1 30.940 0.300 9.282
TOILET-02 1 27.950 0.300 8.385
BLOCK-F
TOILET-01 1 31.420 0.300 9.426
TOILET 3 23.800 0.300 21.420
558.04
Say 559.00 Sqm
12 RCM Facia
6.96
Say 7.00 Sqm
13 Non skid ceramic flooring

Block A2
M & F Toilet 2 1.800 2.100 7.56
Block B2
Lobby 1 1.350 4.240 5.72
Hand Wash Area 1 0.700 2.100 1.47
Janitors room 1 0.700 1.440 1.01
Wcs 2 1.000 1.500 3.00
Lobby 1 1.350 4.240 5.72
Hand Wash Area 1 0.700 3.000 2.10
Janitors room 1 0.700 1.140 0.80
Wcs 2 1.000 1.500 3.00
Urinals Area 1 1.500 2.040 3.06
Lobby 1 1.325 1.700 2.25
Hand Wash Area 1 4.560 1.800 8.21
Wcs 3 1.000 1.500 4.50
Lobby 1 1.350 1.880 2.54
Hand Wash Area 1 1.800 4.290 7.72
Wcs 3 1.000 1.500 4.50
Urinals Area 1 1.500 2.040 3.06

Service Shaft 1 0.750 4.440 3.33
Block C2
Female toilet
Lobby 1 1.550 3.040 4.71
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Hand Wash Area 1 2.800 1.875 5.25
Staff Toilet 1 1.900 1.500 2.85
Janitors room 2 0.800 1.500 2.40
Male toilet
Lobby 1 4.440 1.915 8.50
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Urinal Area 1 1.460 1.125 1.64
Proffesor 2 1.645 1.350 4.44
Staff Toilet (M) 1 2.395 1.200 2.87
Staff Toilet (M) 1 1.645 0.800 1.32
Staff Toilet (F) 1 1.450 2.000 2.90
Staff Toilet (F) 1 1.645 0.800 1.32
Service Shaft 2 1.200 7.700 18.48
Block D2
Public toilet M
Handwash & Lobby 1 2.350 1.825 4.29
Wcs 1 1.250 0.950 1.19
Wcs 1 1.250 1.050 1.31
Handwash & Lobby 1 2.930 1.850 5.42
Wcs 1 1.250 0.950 1.19
Wcs 1 1.250 1.050 1.31
Block E2
Female toilet
Lobby 1 1.550 3.040 4.71
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Hand Wash Area 1 2.800 1.875 5.25
Staff Toilet 1 1.900 1.500 2.85
Janitors room 2 0.800 1.500 2.40
Male toilet
Lobby 1 4.440 1.915 8.50

WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Urinal Area 1 1.460 1.125 1.64
Proffesor 2 1.645 1.350 4.44
Staff Toilet (M) 1 2.395 1.200 2.87
Staff Toilet (M) 1 1.645 0.800 1.32
Staff Toilet (F) 1 1.450 2.000 2.90
Staff Toilet (F) 1 1.645 0.800 1.32
Service Shaft 2 1.200 7.700 18.48
Block F2
Female toilet
Hand wash area 1 2.797 1.300 3.64
Hand wash area 1 2.797 0.575 1.61
Entrance 1 2.980 1.540 4.59
Before Wcs 1 1.515 4.960 7.51
Wcs & bAth 2 1.350 1.190 3.21
Wcs 4 1.350 1.050 5.67
Bath 3 1.350 1.050 4.25
Lobby 1 2.400 1.990 4.78
Hand wash area 1 1.330 1.465 1.95
Before Wcs 1 1.630 4.960 8.08
Wcs & bAth 2 1.350 1.190 3.21
Wcs 4 1.350 1.050 5.67
Bath 3 1.350 1.050 4.25
Hand wash area 1 2.797 1.300 3.64
Hand wash area 1 2.797 0.575 1.61
Entrance 1 2.980 1.540 4.59
Before Wcs 1 1.515 4.960 7.51
Wcs & bAth 2 1.350 1.190 3.21
Wcs 4 1.350 1.050 5.67
Bath 3 1.350 1.050 4.25
nurse 2 1.200 1.800 4.32
Lobby 1 1.800 4.112 7.40
Wcs 3 1.500 1.000 4.50
Lobby 1 1.800 5.340 9.61
Wcs 3 1.000 1.500 4.50
Urinals Area 1 1.500 2.040 3.06
DW 1 1.750 1.23 2.15
Service Shaft 1 1.200 7.700 9.24
555.13
Say 556.00 Sqm

Block A2
Clerical Staff 1 5.000 9.860 49.30

Library Seminar Room 2 6.955 9.860 137.15
General staff 1 8.390 9.860 82.73
Prof Room 2 6.000 4.000 48.00
Deduct Toilet -2 1.550 2.000 -6.20
Asst Prof 2 4.000 4.660 37.28
Security 1 4.900 2.300 11.27
Lab technician 1 4.900 2.400 11.76
Association 1 4.900 2.700 13.23
Female & Male Attendents Room 2 4.900 5.610 54.98
House Keeping 1 1.950 2.900 5.66
Block B2
Demo Room 1 6.350 4.700 29.85
Dental Surgery 1 3.600 5.000 18.00
Exam Room 1 3.500 5.000 17.50
G Store 1 4.700 3.000 14.10
Vestibular Room 1 4.500 3.000 13.50
Procedure Room 1 3.550 5.000 17.75
Speech Therapy Room 1 3.500 5.000 17.50
Exam Rooms 2 3.500 5.000 35.00
Procedue Rooom 1 3.550 5.000 17.75
Prof Hod 1 4.700 4.450 20.92
Deduct Toilet -1 2.900 1.450 -4.21
Counselor Room 1 4.700 3.500 16.45
Dark Room 1 4.700 2.600 12.22
Refraction 1 4.700 2.100 9.87
Demo Room 2 4.700 6.300 59.22
Bera Room 1 4.700 4.200 19.74
Prof Hod 1 4.700 4.450 20.92
Deduct Toilet -1 2.900 1.450 -4.21
G. Store 1 1.800 4.000 7.20
Prof Hod 1 4.700 4.450 20.92
Deduct Toilet -1 2.900 1.450 -4.21
Dental Hygenist 1 4.700 3.500 16.45
Metal & Wax 1 4.700 8.200 38.54
Model Section 1 4.700 3.000 14.10
Dental Chair 1,2,&3 3 4.700 3.500 49.35
Washing & De contamination Room 1 4.700 3.500 16.45
OPG Room 1 4.570 4.190 19.15
Medicine Store 1 3.000 1.800 5.40
Block-C2
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst prof 1 4.350 2.550 11.09
Asst prof Offset 1 2.700 1.050 2.84
Asst Prof 1 6.195 4.580 28.37
Prof 1 4.350 4.150 18.05
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst Prof 1 3.600 7.700 27.72

Wards 6 beds 10 7.250 7.625 552.81
Lab technician 1 3.600 2.400 8.64
Security 1 3.600 2.300 8.28
Staff Room 1 5.000 2.455 12.28
Dirty Utility 1 2.400 3.000 7.20
Demo Room 1 5.000 6.355 31.78
Class Staff Room 1 5.150 2.450 12.62
Store Room 1 2.150 3.555 7.64
Treatment Room 2 3.000 3.900 23.40
Duty Nurse Room 2 2.750 3.900 21.45
Clean Utility 2 4.870 2.150 20.94
Equipment 2 2.310 3.900 18.02
Pantry 2 2.300 3.900 17.94
Block D2
Store Room 1 4.000 2.175 8.70
Dressing Room F 1 4.160 3.925 16.33
Dressing Room M 1 4.160 3.650 15.18
General Store 1 4.160 3.180 13.23
Plaster Cutting Room 2 4.160 3.650 30.37
AHU 1 4.160 3.510 14.60
Minor OT 1 5.000 5.970 29.85
Scrub Change & Sterile store 2 2.845 3.190 18.15
Vestibule 1 5.795 3.745 21.70
Demo Room 1 5.645 0.035 0.20
Utility Equipment Room 1 3.805 6.550 24.92
Therapy Room 1 4.085 3.025 12.36
Prepartion Room 1 4.085 3.625 14.81
Demonstrator Office 1 4.085 2.670 10.91
Physio Office 1 4.245 2.600 11.04
Therapy Room 1 4.245 4.340 18.42
Wax Therapy 1 4.115 3.295 13.56
Short Wave Dia Thermy 1 4.115 3.295 13.56
Interferential Therapy 1 4.115 4.030 16.58
Prostethics 1 4.060 4.920 19.98
CH Room 1 2.565 1.500 3.85
Exam Room 2 4.230 3.650 30.88
Exam Room 1 4.230 3.700 15.65
Exam Room 1 4.230 3.925 16.60
Block E2
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst prof 1 4.350 2.550 11.09
General Staff 1 6.200 2.600 16.12
Clerical Staff 1 6.200 1.880 11.66

Clerical Staff 1 1.650 1.052 1.74
Prof 1 4.350 4.150 18.05
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Wards 6 beds 10 7.250 7.625 552.81
Lab technician 1 3.600 2.400 8.64
Security 1 3.600 2.300 8.28
Demo Room 1 5.000 4.305 21.53
Dirty Utility 1 2.400 3.000 7.20
Demo Room 1 5.000 6.355 31.78
Class Staff Room 1 5.150 2.450 12.62
Elec Room 1 2.150 3.555 7.64
Treatment Room 2 3.000 3.900 23.40
Duty Nurse Room 2 2.750 3.900 21.45
Clean Utility 2 4.870 2.150 20.94
Equipment 2 2.310 3.900 18.02
Pantry 2 2.300 3.900 17.94
Block F2
Treatment Room 2 3.000 3.900 23.40
Duty Nurse Room 2 2.750 3.900 21.45
Clean Utility 2 4.870 2.150 20.94
Equipment 2 2.310 3.900 18.02
Pantry 2 2.300 3.900 17.94
Ward 8 Nos Beds 7 7.630 8.735 466.54
Ward 8 Nos Beds 1 7.630 6.636 50.63
Ward 10 Nos Beds 2 12.170 7.340 178.66
Ward 10 Nos Beds 1 7.625 12.260 93.48
Demo Room 2 4.340 8.410 73.00
Dirty Utility 1 2.700 3.610 9.75
Equipment Room (typ) 6 2.240 2.870 38.57
Clean Utility 1 1.800 2.100 3.78
Duty Nurse Room 1 4.225 3.570 15.08
Deduct Toilet -2 1.400 2.000 -5.60
Service Shaft 1 1.200 7.700 9.24
5003.61
Say 5004.00 Sqm
b) Flooring with high polished granite in

Corridors
Block A2
2.4M Wide Corridor 1 21.600 2.400 51.84

1.8M wide Corridor-V 1 14.120 1.800 25.42
2.4 M wide Corridor-V 1 2.400 22.720 54.53
Block B2
3.6M wide Corridor-H 1 53.200 3.600 191.52
1.8M wide Passage H 1 53.700 1.800 96.66
Lift Lobby 1 5.000 5.750 28.75
Block C2
2.45M wide Corridor-H 2 41.250 2.450 202.13
2.45M wide Corridor-V 1 2.450 32.150 78.77
2.45M wide Corridor-V 1 2.450 34.435 84.37
Block-D1
Waiting Area 1 4.343 4.600 19.98
in Front of Waiting Area 1 2.400 5.180 12.43
Gym Area 1 4.185 9.635 40.32
2.4M wide Corridor-V 1 27.200 2.400 65.28
Waiting Area 1 8.570 20.565 176.24
Waiting Area 1 17.710 4.730 83.77
Waiting Area 1 7.015 4.740 33.25
Block-E2
2.45M wide Corridor-H 2 41.250 2.450 202.13
2.45M wide Corridor-V 1 2.450 32.150 78.77
2.45M wide Corridor-V 1 2.450 42.535 104.21
Block-F2
3.195M Wide Corridor-H 1 31.130 3.195 99.46
2.4M wide Corridor-H 1 26.685 2.400 64.04
3.0M wide Corridor-V 1 3.000 7.645 22.94

3.0M wide Corridor-V 1 3.000 23.365 70.10
3.0M wide Corridor-H 1 12.370 3.000 37.11
2.4M wide Corridor-H 1 2.400 31.645 75.95
Beside Staircase 1 2.290 5.500 12.60
Connecting Corridor
2.45M wide Corridor 1 50.135 2.450 122.83
Corridor-H 1 82.885 4.500 372.98
3389.91
Say 3390.00 Sqm
15 Granite Slabs
Block-B2
Block-C2
Block-D2
Block-E2
Block-F2
127.50
Say 128.00 Sqm
172.34
Say 173.00 Sqm
17 High Polished granite stone for Sill

slabs
W1 4 2.100 0.225 1.89
W2 170 1.800 0.225 68.85
W3 11 1.500 0.225 3.71
W4 71 1.200 0.225 19.17
V1 7 2.100 0.225 3.31
V3 36 1.500 0.225 12.15
109.08
Say 110.00 Sqm
18 Electro-conductivity Flooring
Xray-Room 1 4.500 6.540 29.43
Radio Grapher Room 1 2.565 4.840 12.41
41.84
Say 42.00 Sqm

19 Chequered tiles
Ramp
Ramp 1st & 3rd flight 2 2.450 33.165 162.51
Landings 1 5.340 2.450 13.08
188.59
Say 189.00 Sqm
b) Granite flooring
i Treads
100.80
Say 101.00 Sqm
ii Risers
56.70
Say 57.00 Sqm
20 Skirting with Vitrified

Block A2
Junior Residents 1 37.410 37.41
Clerical Staff 1 29.720 29.72
Library Seminar Room 2 33.630 67.26
General staff 1 36.500 36.50
Senior Residents 1 30.630 30.63
Prof Room 2 20.000 40.00
Asst Prof 2 17.320 34.64
Security 1 14.400 14.40
Lab technician 1 14.600 14.60
Association 1 15.200 15.20
Female & Male Attendents Room 2 21.020 42.04
House Keeping 1 9.700 9.70
Block B2
Demo Room 1 22.100 22.10
Dental Surgery 1 17.200 17.20
Exam Room 1 17.000 17.00
G Store 1 15.400 15.40
Vestibular Room 1 15.000 15.00
Speech Therapy Room 1 17.000 17.00
Exam Rooms 2 17.000 34.00
Procedue Rooom 1 17.100 17.10
Prof Hod 1 18.300 18.30
Counselor Room 1 16.400 16.40
Dark Room 1 14.600 14.60
Refraction 1 13.600 13.60
Demo Room 2 22.000 44.00
Audiometry Room 1 17.800 17.80
Bera Room 1 17.800 17.80
Prof Hod 1 18.300 18.30
Non teaching Staff Room 3 14.000 42.00
G. Store 1 11.600 11.60
Prof Hod 1 18.300 18.30
Dental Hygenist 1 16.400 16.40

Metal & Wax 1 25.800 25.80
Model Section 1 15.400 15.40
Dental Chair 1,2,&3 3 16.400 49.20
Washing & De contamination Room 1 16.400 16.40
OPG Room 1 17.520 17.52
Injection Room M & F 2 10.800 21.60
Medicine Store 1 9.600 9.60
Block-C2
Library / Seminar 1 22.390 22.39
Asst prof 1 14.200 14.20
Asst prof 1 13.800 13.80
Asst prof Offset 1 7.500 7.50
Asst Prof 1 21.550 21.55
Prof 1 17.000 17.00
Asst prof 1 14.200 14.20
Asst Prof 1 22.600 22.60
Association Room 1 12.800 12.80
Security 1 11.800 11.80
Male & Female AttendentsLoungue 2 21.410 42.82
House Keeping Store 1 9.200 9.20
Staff Room 1 14.910 14.91
Dirty Utility 1 10.800 10.80
Demo Room 1 22.710 22.71
Class Staff Room 1 15.200 15.20
Store Room 1 11.410 11.41
Clinical Side Room 2 13.140 26.28
Treatment Room 2 13.800 27.60
Duty Nurse Room 2 13.300 26.60
Medication Room 2 9.170 18.34
Residents Doctors Room 2 15.000 30.00
Equipment 2 12.420 24.84
Pantry 2 12.400 24.80
Student Duty Room 2 13.800 27.60
Block D2
Store Room 1 12.350 12.35
Dressing Room F 1 16.170 16.17
Dressing Room M 1 15.620 15.62
General Store 1 14.680 14.68
Plaster Cutting Room 2 15.620 31.24
Non teaching Staff Room 1 14.990 14.99
AHU 1 15.340 15.34
Minor OT 1 21.940 21.94
Scrub Change & Sterile store 2 12.070 24.14
Vestibule 1 19.080 19.08
Demo Room 1 11.360 11.36
Utility Equipment Room 1 20.710 20.71
Therapy Room 1 14.220 14.22
Prepartion Room 1 15.420 15.42
Demonstrator Office 1 13.510 13.51

Physio Office 1 13.690 13.69
Therapy Room 1 17.170 17.17
Wax Therapy 1 14.820 14.82
Short Wave Dia Thermy 1 14.820 14.82
Interferential Therapy 1 16.290 16.29
Prostethics 1 17.960 17.96
CH Room 1 8.130 8.13
Exam Room 2 15.760 31.52
Exam Room 1 15.860 15.86
Exam Room 1 16.310 16.31
Block E2
Asst prof 1 14.200 14.20
Asst prof 1 13.800 13.80
General Staff 1 17.600 17.60
Prof 1 17.000 17.00
Asst prof 1 14.200 14.20
Seminar Residents 1 22.600 22.60
Security 1 11.800 11.80
Demo Room 1 18.610 18.61
Demo Room 1 22.710 22.71
Elec Room 1 11.410 11.41
Equipment 2 12.420 24.84
Pantry 2 12.400 24.80
Block F2
Equipment 2 12.420 24.84
Pantry 2 12.400 24.80
Ward 8 Nos Beds 7 32.730 229.11
Ward 8 Nos Beds 1 28.532 28.53
Ward 10 Nos Beds 2 39.020 78.04

Ward 10 Nos Beds 1 39.770 39.77
Demo Room 2 25.500 51.00
Equipment Room (typ) 6 10.220 61.32
3407.76
Say 3408.00 Rmt

Staircase
Stair case 5 26.252 131.26
188.16
Say 189.00 Rmt

Block-B2
Lift wall 1 5.750 3.750 21.56
Lift wall 1 5.400 3.750 20.25
Block-C2
Block-E2
Lift wall 1 5.400 3.750 20.25
Block-F2
Lift wall 1 5.500 3.750 20.63
Deductions
Lift door -10 1.200 2.100 -25.20
75.49
Say 76.00 Sqm

Block A2
M & F Toilet 2 7.800 2.100 32.76
Block B2
Lobby 1 11.180 2.100 23.48
Hand Wash Area 1 1.400 2.100 2.94
Janitors room 1 4.280 2.100 8.99
Wcs 2 5.000 2.100 21.00
Lobby 1 11.180 2.100 23.48
Hand Wash Area 1 1.400 2.100 2.94
Janitors room 1 3.680 2.100 7.73
Wcs 2 5.000 2.100 21.00
Urinals Area 1 4.030 2.100 8.46
Lobby 1 4.825 2.100 10.13

Hand Wash Area 1 6.360 2.100 13.36
Wcs 3 5.000 2.100 31.50
Lobby 1 5.280 2.100 11.09
Hand Wash Area 1 6.090 2.100 12.79
Wcs 3 5.000 2.100 31.50
Urinals Area 1 5.530 2.100 11.61
Service Shaft 1 10.380 2.100 21.80
Block C2
Female toilet
Lobby 1 4.550 2.100 9.56
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 2.100 9.82
Staff Toilet 1 6.800 2.100 14.28
Janitors room 2 4.600 2.100 19.32
Male toilet
Lobby 1 8.245 2.100 17.31
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 2.100 10.86
Proffesor 2 5.990 2.100 25.16
Staff Toilet (M) 1 7.190 2.100 15.10
Staff Toilet (M) 1 4.890 2.100 10.27
Staff Toilet (F) 1 6.900 2.100 14.49
Staff Toilet (F) 1 4.890 2.100 10.27
Service Shaft 2 17.800 2.100 74.76
Block D2
Public toilet M
Handwash & Lobby 1 4.975 2.100 10.45
Wcs 1 4.400 2.100 9.24
Wcs 1 4.600 2.100 9.66
Handwash & Lobby 1 3.700 2.100 7.77
Wcs 1 4.400 2.100 9.24
Wcs 1 4.600 2.100 9.66
Block E2
Female toilet
Lobby 1 4.550 2.100 9.56
WCs 5 4.720 2.100 49.56

Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 2.100 9.82
Staff Toilet 1 6.800 2.100 14.28
Janitors room 2 4.600 2.100 19.32
Male toilet
Lobby 1 8.245 2.100 17.31
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 2.100 10.86
Proffesor 2 5.990 2.100 25.16
Staff Toilet (M) 1 7.190 2.100 15.10
Staff Toilet (M) 1 4.890 2.100 10.27
Staff Toilet (F) 1 6.900 2.100 14.49
Staff Toilet (F) 1 4.890 2.100 10.27
Service Shaft 2 17.800 2.100 74.76
Block F2
Female toilet
Hand wash area 1 4.097 2.100 8.60
Hand wash area 1 1.150 2.100 2.42
Entrance 1 3.080 2.100 6.47
Before Wcs 1 11.435 2.100 24.01
Wcs & bAth 2 5.080 2.100 21.34
Wcs 4 4.800 2.100 40.32
Bath 3 4.800 2.100 30.24
Lobby 1 6.380 2.100 13.40
Hand wash area 1 4.260 2.100 8.95
Before Wcs 1 11.550 2.100 24.26
Wcs & bAth 2 5.080 2.100 21.34
Wcs 4 4.800 2.100 40.32
Bath 3 4.800 2.100 30.24
Hand wash area 1 5.397 2.100 11.33
Hand wash area 1 1.150 2.100 2.42
Entrance 1 3.080 2.100 6.47
Before Wcs 1 11.435 2.100 24.01
Wcs & bAth 2 5.080 2.100 21.34
Wcs 4 4.800 2.100 40.32
Bath 3 4.800 2.100 30.24
nurse 2 6.000 2.100 25.20
Lobby 1 11.824 2.100 24.83
Wcs 3 5.000 2.100 31.50
Lobby 1 14.280 2.100 29.99
Wcs 3 5.000 2.100 31.50
Urinals Area 1 6.280 2.100 13.19
DW 1 4.952 2.100 10.40

Service Shaft 1 17.800 2.100 37.38
Deductions
ALD4 -5 1.000 2.100 -10.50
ALD5 -5 0.900 2.100 -9.45
D5 -23 0.900 2.100 -43.47
D6 -127 0.800 2.100 -213.36
2214.53
Say 2215.00 Sqm

Block A2
2.4M Wide Corridor 1 43.200 1.500 64.80
1.8M wide Corridor-V 1 27.040 1.500 40.56
2.4 M wide Corridor-V 1 45.440 1.500 68.16
Block B2
3.6M wide Corridor-H 1 97.000 1.500 145.50
1.8M wide Passage H 1 94.400 1.500 141.60
Lift Lobby 1 21.500 1.500 32.25
Block C2
2.45M wide Corridor-H 2 82.500 1.500 247.50
2.45M wide Corridor-V 1 53.400 1.500 80.10
2.45M wide Corridor-V 1 65.870 1.500 98.81
Block-D1
Waiting Area 1 4.343 1.500 6.51
Gym Area 1 18.005 1.500 27.01
2.4M wide Corridor-V 1 29.600 1.500 44.40
Waiting Area 1 49.700 1.500 74.55
Waiting Area 1 22.440 1.500 33.66
Waiting Area 1 16.475 1.500 24.71
Block-E2
2.45M wide Corridor-H 2 82.500 1.500 247.50
2.45M wide Corridor-V 1 64.300 1.500 96.45
2.45M wide Corridor-V 1 85.070 1.500 127.61

Block-F2
3.195M Wide Corridor-H 1 68.650 1.500 102.98
2.4M wide Corridor-H 1 58.170 1.500 87.26
3.0M wide Corridor-V 1 16.490 1.500 24.74
3.0M wide Corridor-V 1 49.730 1.500 74.60
3.0M wide Corridor-H 1 27.740 1.500 41.61
2.4M wide Corridor-H 1 61.490 1.500 92.24
Beside Lift 1 13.290 1.500 19.94
Connecting Corridor
2.45M wide Corridor 1 102.720 1.500 154.08
Corridor-H 1 162.595 1.500 243.89
Deductions
D1 -12 1.800 1.500 -32.40
D2 -23 1.500 1.500 -51.75
D3 -49 1.200 1.500 -88.20
D4 -121 1.000 1.500 -181.50
D5 -26 0.900 1.500 -35.10
ALD4 -5 1.000 1.500 -7.50
ALD5 -5 0.900 1.500 -6.75
FD1 -4 2.000 1.500 -12.00
FD2 -1 1.500 1.500 -2.25
Lift door -10 1.200 1.500 -18.00
W2 -49 1.500 0.750 -55.13
W3 -6 1.200 0.750 -5.40
2633.98
Say 2634.00 Sqm
b Dadooing in wards
Block C2
Wards 6 beds 10 29.750 1.500 446.25
Block E2
Wards 6 beds 10 29.750 1.500 446.25
Block F2
Ward 8 Nos Beds 7 32.730 1.500 343.67
Ward 8 Nos Beds 1 28.532 1.500 42.80
Ward 10 Nos Beds 2 39.020 1.500 117.06
Ward 10 Nos Beds 1 39.770 1.500 59.66
Deductions
W2 -41 1.500 0.700 -43.05
Openings -20 1.600 1.500 -48.00
Openings -11 1.800 1.500 -29.70
1334.93
Say 1335.00 Sqm

BLOCK-C2 & E2
TOILET-1 2 4.800 8.130 0.300 23.41
TOILET-02 2 6.190 8.055 0.300 29.92
BLOCK-D2
TOILET-01 1 7.230 3.895 0.300 8.45
BLOCK-B2
TOILET-01 1 9.700 5.770 0.300 16.79
TOILET-02 1 8.290 5.685 0.300 14.14
BLOCK-F2
TOILET-01 1 8.480 7.230 0.300 18.39
TOILET 3 7.400 4.500 0.300 29.97
141.07
Say 142.00 cum
26 Railing
Staircase
Stair case 5 7.490 0.900 33.71
52.16
Say 53.00 Sqm
27 Grip bar for Ramp

Staircase
Stair case 5 26.252 131.26
Ramp
Ramp Flights 4 28.800 115.20
353.75
Say 354.00 Rmt

Internal
External
81.24
Say 82.00 Rmt
29 Mastic pad
16.25
Say 17.00 Sqm
29 Aluminium sheet
Internal

81.24
Say 82.00 Rmt
30 False ceiling
8394.00
Say 8394.00 Sqm

9804.00
Say 9804.00 Sqm
32 Wall putty
25028.00
Say 25028.00 Sqm
33 Texture Paint for Exterrnal Walls
Same as of external plastering @ 25% 0.00

0.00
Say 0.00 Sqm
faces of walls
25028.00
Say 25028.00 Sqm
35
Emulsion paint for external plastering
Same external plastering 7077.00
7077.00
Say 7077.00 Sqm

605.00 Sqm
Say 605.00 Sqm

D1 0.75 12 1.800 2.600 42.12
D2 0.75 27 1.500 2.600 78.98
D3 0.00 48 1.200 2.600 0.00
D4 0.75 24 1.000 2.600 46.80
D5 0.75 29 0.900 2.100 41.11
209.00
Say 210.00 Sqm
38 S & F of Doors

Wooden Doors
a D1 (1.80 X 2.60) 12 1.800 2.600 56.16
Say 56.16 Sqm
b D2 (1.50 X 2.60) 27 1.500 2.600 105.30

Say 105.30 Sqm
c D3 (1.20 X 2.60) 48 1.200 2.600 149.76

Say 149.76 Sqm
d D4 (1.00 X 2.60) 24 1.000 2.600 62.40

Say 62.40 Sqm
e D5 (0.9 X 2.10) 29 0.900 2.100 54.81

Say 54.81 Sqm
f D6(0.8 X 2.10) - Frame 127 5.000 635.00

635.00
Say 635.00 RM
g D6(0.8 X 2.10) - shutter 127 0.800 2.100 213.36

Say 213.36 Sqm
h SD (0.90 X 2.10) 1 0.900 2.100 1.89

Say 1.89 Sqm
i FD doors
FD1 4 2.000 2.100 16.80
FD2(1.5X 2.10) 1 1.500 2.100 3.15
19.95
Say 19.95 Sqm
j Alluminium doors
ALD4(1.0X 2.60) 5 1.000 2.600 13.00
13.00
Say 13.00 Sqm
ALD5(0.9X 2.60) 5 0.900 2.600 11.70

11.70
Say 11.70 Sqm
39 Windows
W2 129 1.500 1.700 328.95
W1 4 1.800 1.700 12.24
W3 11 1.200 1.700 22.44
W4 71 0.900 1.700 108.63

W2 41 1.500 1.700 104.55
40 Ventilators
V1 7 1.800 0.500 6.30
V3 36 1.200 0.500 21.60

27.90 Sqm
41 MS Grill for Windows @ 15 Kg/Sqm

W2 170 1.500 1.700 433.50
W1 4 1.800 1.700 12.24
W3 11 1.200 1.700 22.44
W4 71 0.900 1.700 108.63
Ventilators
V1 7 1.800 0.500 6.30
V3 36 1.200 0.500 21.60
604.71 Sqm
Say 605.00 Sqm
9075.00 Kgs
13 Cupboards
Block-A2
Library / Seminar 2 3.000 2.100 12.60
Clerical Staff 1 5.000 2.100 10.50
General Staff 1 8.000 2.100 16.80
Professor rooms 2 4.000 2.100 16.80
Assodsiate (typ) 3 2.000 2.100 12.60
Block-B2
Exam Room Storage 3 1.000 2.100 6.30
Prof HOD Room 3 3.000 2.100 18.90
Bera Room 2 3.000 2.100 12.60
Councellor Room 1 3.000 2.100 6.30
Block-C2
Store 1 2.150 2.100 4.52
Staff Room 1 2.450 2.100 5.15
Demo Room 1 5.000 2.100 10.50
Duty Rooms 8 2.500 2.100 42.00
Block-D2
Rooms 4 3.000 2.100 25.20
Dressing Room 2 3.500 2.100 14.70
Sterile Store 1 3.000 2.100 6.30
Plaster cutiing 2 3.500 2.100 14.70
Staff Room 1 3.500 2.100 7.35
Therapy Room(typ) 5 3.500 2.100 36.75
Therapy Room(typ) 4 3.500 2.100 29.40
Block-E2
Store 1 2.150 2.100 4.52
Staff Room 1 2.450 2.100 5.15
Demo Room 1 5.000 2.100 10.50
Duty Rooms 8 2.500 2.100 42.00
Block-F2
Staff Room 1 2.450 2.100 5.15
Demo Room 1 5.000 2.100 10.50
Duty Rooms 8 2.500 2.100 42.00
Demo Room 2 4.300 2.100 18.06

495.92
Say 496.00 Sqm

Open To Sky 1 72.868 3.900 284.19
Open To Sky 1 80.490 3.900 313.91
Open To Sky 1 100.898 3.900 393.50
Open To Sky 1 39.700 3.900 154.83
Open To Sky 2 76.820 3.900 599.20
Open To Sky 1 34.589 3.900 134.90
For Elevation
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -170 1.500 1.700 -433.50
W3 -11 1.200 1.700 -22.44
W4 -71 0.900 1.700 -108.63
V1 -7 1.800 0.500 -6.30
V3 -36 1.200 0.500 -21.60
7076.31
Say 7077.00 Sqm

DETAILED ESTIMATE - THIRD FLOOR
1 VRCC M25 grade
a Columns
C1 0.785 31 0.9 3.850 84.321
C1A 50 0.600 0.600 3.850 69.300
C2 248 0.750 0.750 3.850 537.075
C3 89 0.900 0.900 3.850 277.547
C4 0.785 10 0.9 3.850 27.200
C4A 20 0.300 0.600 3.850 13.860
C5 0.785 4 1.2 3.850 14.507
C6 0.785 9 0.9 3.850 24.480
C7 11 1.200 1.200 3.850 60.984
472 1109.27
Say 1110.00
b Roof Beams
Horizontal
A16-A30 1 18.65 0.230 0.500 2.145
B1-B46 ,D1-D46 2 61.52 0.230 0.500 14.150
I15-I20 1 8.314 0.230 0.500 0.956
M1-M44 1 58.57 0.230 0.500 6.736
Ded beam M4-M10 -1 8.314 0.230 0.500 -0.956
Add beam M4-M10 1 8.314 0.230 0.550 1.052
Ded beam M34-M42 -1 8.302 0.230 0.500 -0.955
Add beam M34-M42 1 8.302 0.230 0.550 1.050
W1-W4,Z1-Z4,e1-e4 3 5.17 0.230 0.500 1.784
W4-W10,Z4-Z10,e4-e10 3 8.314 0.230 0.600 3.442
W10-W15,Z10-Z15,e10-e15 3 4.788 0.230 0.500 1.652
i1-i15 1 18.27 0.230 0.500 2.101
Q17-Q27 ,Z17-Z27 2 11.832 0.230 0.500 2.721
i15-i17,e15-e17 2 4.968 0.230 0.500 1.143
e17-e30 1 16.718 0.230 0.500 1.923
m17-m30 1 16.488 0.230 0.500 1.896
i17-i30 1 16.718 0.230 0.600 2.307
secondary beam 1 3 0.230 0.500 0.345
W30-W34 1 4.914 0.230 0.450 0.509
z30-Z34,e30-e34 2 4.914 0.230 0.500 1.130
W34-W42 1 8.302 0.230 0.550 1.050
z34-Z42,e340-e42 2 8.302 0.230 0.600 2.291
W42-W44,z42-Z44,e42-e44 3 5.17 0.230 0.500 1.784
v42-v44 1 4.94 0.230 0.500 0.568
i30-i44 1 18.386 0.230 0.500 2.114
secondary beam 1 2.942 0.230 0.500 0.338
m31-m38 1 9.703 0.230 0.650 1.451
r31-r38 1 9.058 0.230 0.750 1.563
secondary beam 2 3.072 0.230 0.500 0.707
q42-q44 1 5.17 0.230 0.500 0.595
v2-v5 typ 2 5.96 0.230 0.500 1.371
B'2-B'5 1 6.19 0.230 0.500 0.712
v5-v7 typ 2 2.45 0.230 0.500 0.564
v7-v36,B'7-B'36 2 37.43 0.230 0.600 10.331
v36-v45 1 13.016 0.230 0.500 1.497
z41-z45,E'41-E'45,H'41-H'45,S'41-
S'45,d'41-d'45,k'41-k'45,s'41-s'45 8 6.756 0.230 0.500 6.216
secondary beam 2 6.296 0.230 0.500 1.448
G'3-G'39 1 49.55 0.230 0.500 5.698
secondary beam 1 5.39 0.230 0.500 0.620
H'39-H'41 1 2.44 0.230 0.500 0.281
L'5-L'12,V'5-V-12 2 7.95 0.230 0.600 2.194
L'12-L'39 ,V'12-V'39 2 35.75 0.230 0.500 8.223
secondary beam 2 5.04 0.230 0.500 1.159
secondary beam 2 4.34 0.230 0.500 0.998
O'2-O'5 typ 2 5.85 0.230 0.500 1.346
b'3-b'39 1 49.55 0.230 0.500 5.698
f'3-f'5 typ 3 5.96 0.230 0.500 2.056
f'5-f'7 typ 2 2.45 0.230 0.500 0.564
f'7-f'36 typ 2 37.43 0.230 0.600 10.331
f'36-f'39 typ 2 3.82 0.230 0.500 0.879
secondary beam 3 2.44 0.230 0.500 0.842
f'39-f'41 1 2.44 0.230 0.500 0.281
Ramp beams 14 2.52 0.230 0.250 2.029
Ramp beams 2 5.34 0.230 0.250 0.614
s'54-s'72,h'54-h'72,z'54-z'72 typ 3 24.316 0.230 0.500 8.389
secondary beam 3 24.316 0.230 0.500 8.389
s'71-s'77 1 7.556 0.230 0.650 1.130
s'77-s'81 typ 2 3.57 0.230 0.500 0.821
m'72-m'77 1 7.326 0.230 0.475 0.800
secondary beam 1 7.128 0.230 0.475 0.779
secondary beam 1 3.57 0.230 0.500 0.411
z'72-z'80 1 11.126 0.230 0.500 1.279
secondary beam 1 10.896 0.230 0.500 1.253
Q'54-Q'58,I'54-I'58 2 6.77 0.230 0.500 1.557
secondary beam 2 6.77 0.230 0.500 1.557
Q'58-Q'66,I'58-I'668 2 10.56 0.230 0.600 2.915
secondary beam 2 10.1 0.230 0.500 2.323
z54-z57 1 4.8 0.230 0.500 0.552
z57-z63 1 8 0.230 0.600 1.104
z63-z67 1 4.53 0.230 0.500 0.521
Q'66-Q'72 1 6.986 0.230 0.500 0.803
secondary beam 2 6.986 0.230 0.500 1.607
Q'72-Q'80,I'72-I'80,z72-z80 3 11.126 0.230 0.500 3.838
secondary beam 2 10.896 0.230 0.500 2.506
u54-u59 1 7.068 0.230 0.500 0.813
u75-u80 1 6.846 0.230 0.500 0.787
secondary beam 4 2.734 0.230 0.500 1.258
w'86-w'88 typ 7 6.756 0.230 0.500 5.439
m'86-m'88 typ 2 6.526 0.230 0.500 1.501
w'88-w'91 typ 4 2.44 0.230 0.500 1.122
w'91-w'121,s'91-s'121 2 41.25 0.230 0.500 9.488
w'121-w'123 typ 4 2.45 0.230 0.500 1.127
w'123-w'128 typ 2 5.96 0.230 0.500 1.371
v'123-v'128 1 5.96 0.230 0.500 0.685
q123-q'128 typ 4 5.85 0.230 0.500 2.691
secondary beam 1 5.39 0.230 0.500 0.620
C'123-C'128 typ 3 5.988 0.230 0.500 2.066
P'91-P'123,R'91-R'123 typ 2 43.7 0.230 0.500 10.051
C'94-C'121,M'94-M'121 typ 2 37.43 0.230 0.600 10.331
C'91-C'94 1 3.82 0.230 0.500 0.439
A'91-A'99 typ 2 9.076 0.230 0.650 2.714
A'91-A'89 1 2.52 0.230 0.500 0.290
w100-w106 1 8.48 0.230 0.500 0.975
q44-q47 1 6.838 0.230 0.500 0.786
q47-q83 1 54.01 0.300 0.600 9.722
q83-q88 1 11.424 0.300 0.500 1.714
secondary beam 1 2.986 0.300 0.500 0.448
n91-n89 1 2.51 0.230 0.500 0.289
n91-n127 1 50 0.230 0.500 5.750
l85-l127 1 59.77 0.230 0.500 6.874
k46-k52 1 12.144 0.300 0.600 2.186
k52-k61,c52-c61,Y52-Y61 3 14.1 1.200 0.725 36.801
k61-k69,c61-c69,Y61-Y69 2 9.524 0.300 0.575 3.286
k69-k79,c69-c79 ,Y69-Y79 3 14.176 1.200 0.725 36.999
k79-k83 1 9.058 0.300 0.600 1.630
k83-k85 1 3.68 0.300 0.600 0.662
f86-f127 1 59.1 0.230 0.500 6.797
X85-X127 1 59.77 0.230 0.500 6.874
S85-S127 1 59.77 0.230 0.500 6.874
H125-H127 1 2.98 0.230 0.500 0.343
B83-B126,F83-F126 2 63.112 0.230 0.500 14.516
A98-A112 1 19.2 0.230 0.500 2.208
D56-D71 1 20.344 0.230 0.500 2.340
N44-N85,S44-S85 2 64.306 0.230 0.500 14.790
V47-V79 1 45.288 0.300 0.600 8.152
Y52-Y79 typ 3 36.59 0.230 0.500 12.624
Ded for beam F55-F71 -1 19.730 0.230 0.600 -2.723
Ded for beam O55-O71 -1 19.730 0.230 0.500 -2.269
Vertical
A16-B16 typ 6 5.264 0.230 0.500 3.632
B1-D1 typ 16 4.04 0.230 0.500 7.434
G1-M1 1 7.27 0.230 0.500 0.836
G4-M4 typ 12 7.27 0.230 0.600 12.039
M1-W1 typ 4 8.332 0.230 0.600 4.599
W1-i1 typ 4 15.658 0.230 0.500 7.203
M17-q17 typ 4 4.4 0.230 0.500 2.024
Z17-e17 typ 4 5.938 0.230 0.500 2.731
M30-W30 typ 4 8.334 0.230 0.600 4.600
W30-e30 typ 4 11.858 0.230 0.500 5.455
e17-i17 typ 5 3.8 0.230 0.500 2.185
i17-m17 typ 7 5.538 0.230 0.500 4.458
i42-q42 typ 1 9.526 0.230 0.600 1.315
m31-r31 typ 2 5.6 0.230 0.500 1.288
r38-v38 1 1.96 0.230 0.500 0.225
q42-v42 1 3.75 0.230 0.500 0.431
v1-B'1 typ 4 7.826 0.230 0.500 3.600
v36-B'36 1 7.826 0.230 0.600 1.080
secondary beams 5 7.596 0.230 0.500 4.368
G'3-B'3 3 2.45 0.230 0.500 0.845
G'3-N'3 1 5.91 0.230 0.500 0.680
G'5-N'5 1 5.91 0.230 0.600 0.816
N'3-X'3 1 6.74 0.230 0.750 1.163
N'5-X'5 1 6.74 0.230 0.600 0.930
X'5-s'5 1 14.01 0.230 0.500 1.611
B'7-f'7 1 21.21 0.230 0.500 2.439
X'3-f'3 1 6.11 0.230 0.500 0.703
f'1-s'1 1 7.9 0.230 0.500 0.909
secondary beams 1 7.67 0.230 0.500 0.882
G'11-b'11 1 15.85 0.230 0.500 1.823
B'13-L'13 1 14.555 0.230 0.600 2.009
v18-L'18 Typ 7 14.605 0.230 0.600 14.108
G'35-b'35 1 16.31 0.230 0.500 1.876
G'38-s'38 1 26.66 0.230 0.500 3.066
v38-G'38 1 10.276 0.230 0.600 1.418
v41-z41 1 5.054 0.230 0.500 0.581
z41-d'41 1 23.72 0.230 0.600 3.273
d'41-s'41 1 10.05 0.230 0.500 1.156
S'45-s'45 1 17.346 0.230 0.500 1.995
S45-H'45 1 7.922 0.230 0.600 1.093
secondary beams 1 2.296 0.230 0.500 0.264
E'45-v45 1 9.374 0.230 0.500 1.078
f'7-s'7,f'36-s'36 2 7.9 0.230 0.600 2.180
secondary beams 6 7.67 0.230 0.500 5.292
secondary beams 1 5.77 0.230 0.500 0.664
Ramp beams- q47-o'47 typ 2 38.236 0.230 0.400 7.035
Ramp beams-s49-k'49 2 33.164 0.230 0.400 6.102
H'54-s'54 typ 6 25.171 0.230 0.500 17.368
u54-x54 4 4.955 0.230 0.500 2.279
x54-I'54 typ 7 7.49 0.230 0.600 7.235
u59-z59 1 4.955 0.230 0.600 0.684
Z'80-l'80 1 8.136 0.230 0.600 1.123
u80-Z'80 1 24.46 0.230 0.500 2.813
e'86-w'86 1 17.346 0.230 0.500 1.995
secondary beam 1 5.77 0.230 0.500 0.664
q'88-w'88 1 10.05 0.230 0.500 1.156
R'91-w'91 1 26.66 0.230 0.500 3.066
s'94-w'94 typ 6 7.9 0.230 0.600 6.541
secondary beams 6 7.67 0.230 0.500 5.292
s'123-w'123 typ 2 7.9 0.230 0.500 1.817
h'101-s'101 4 6.85 0.230 0.600 3.781
I'123-s'123 typ 2 6.086 0.230 0.500 1.400
N'121-s'121 1 21.21 0.230 0.600 2.927
R'123-I'123 1 12.674 0.230 0.600 1.749
Z'126-i'126 1 6.764 0.230 0.750 1.167
R'118-p'118 1 15.85 0.230 0.500 1.823
V'101-h'101 typ 4 7.476 0.230 0.600 4.127
R'95-p'95 1 16.31 0.230 0.500 1.876
secondary beam 1 2.58 0.230 0.500 0.297
N'101-W''101 typ 4 6.78 0.230 0.600 3.743
B'127-Z'127 1 16.186 0.230 0.500 1.861
B'123-R'123 1 10.276 0.230 0.500 1.182
e'86-S'86 1 7.922 0.230 0.500 0.911
secondary beam 1 2.296 0.230 0.500 0.264
P'86-C'86 1 9.374 0.230 0.500 1.078
K'86-q'86 1 22.372 0.230 0.600 3.087
K'86-B'86 1 4.514 0.230 0.500 0.519
B'91-R'91 1 10.276 0.230 0.600 1.418
C'94-N'94 6 7.826 0.230 0.600 6.480
secondary beams 5 7.596 0.230 0.500 4.368
secondary beams 1 2.45 0.230 0.500 0.282
k86-B'86 typ 2 16.914 0.230 0.500 3.890
secondary beams 1 5.27 0.230 0.500 0.606
n99-z99 1 11.554 0.230 0.500 1.329
n100-w100 typ 2 6.96 0.230 0.500 1.601
secondary beams 1 6.77 0.230 0.500 0.779
k47-o47 typ 10 5.028 0.230 0.500 5.782
l95-n95 typ 8 2.27 0.230 0.500 2.088
c52-S52 1 22.978 0.230 0.600 3.171
secondary beams 2 21.478 0.230 0.500 4.940
k61-S61 typ 3 22.963 0.450 0.600 18.600
X85-l85 typ 7 17.48 0.600 0.600 44.050
g105-l105 typ 2 7.69 0.600 0.600 5.537
X109-f109 typ 2 9.75 0.600 0.600 7.020
S89-X89 typ 9 6.27 0.230 0.500 6.489
N46-U46 typ 2 3.05 0.230 0.500 0.702
N50-R50 typ 11 3.5 0.230 0.500 4.428
F56-N56 typ 2 9.352 0.230 0.600 2.581
F60-S60 typ 4 12.096 0.230 0.600 6.677
F89-Q89 typ 8 11.71 0.600 0.600 33.725
1 1.43 0.230 0.500 0.164
B127-S127 1 15.98 0.230 0.500 1.838
B83-D83 5 4.23 0.230 0.500 2.432
B87-D87 6 3.77 0.230 0.500 2.601
A98-F98 6 9.22 0.230 0.500 6.362
Deductions
direction
C1 -43 0.450 0.230 0.500 -2.225
C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.300 0.230 0.500 -0.690
C5 -4 0.600 0.230 0.500 -0.276
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
direction
C1 -43 0.450 0.230 0.500 -2.225
C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.600 0.230 0.500 -1.380
C5 -4 0.600 0.230 0.500 -0.276
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
757.70
Say 758.00
c Roof slab
BLOCK-C & E
2.45m Corridor(typ)-H 2 1 49.550 2.450 242.795
2.15m Corridor(typ)-H 2 1 45.730 2.900 265.234
Corridor(typ)-V 2 1 37.400 2.680 200.464
Corridor(typ)-V 2 1 32.340 2.900 187.572
BLOCK-B
Corridor(typ)-H 2 1 58.800 2.700 317.520
BLOCK-F
Corridor-H in top 1 1 53.000 2.730 144.690
1358.28
Say 1359.00

BLOCK-C & E
S'2-S'45xV2-S'2(TYP) 2 1 59.090 37.400 4419.932
Ded of TOI(typ) 2 -1 4.685 8.130 -76.178
Ded of TOI(typ) 2 -1 6.200 8.060 -99.944
Ded of Lift(typ) 2 -1 2.900 3.150 -18.270
Ded of Duct 2 -1 30.950 7.580 -469.202
BLOCK-D
S'54-S'80xS'54-Y54 1 1 35.900 32.870 1180.033
Ded of Staircase 1 -1 7.095 5.000 -35.475
Ded of Toi 1 -1 7.230 3.900 -28.197
Ded of Duct 1 -1 6.985 13.775 -96.218
U54-U59xU54-Y54 2 1 7.230 5.190 75.047
BLOCK-B
B1-B44xB1-i1 1 1 58.800 35.300 2075.640
A16-A30XA16-B16 1 1 18.590 5.500 102.245
Ded of Staircase 1 -1 7.970 5.330 -42.480
Ded of Toi 1 -1 8.280 5.690 -47.113
Ded of Lift 1 -1 3.460 5.940 -20.552
Ded of Duct 1 -1 21.230 9.850 -209.116
Ded of Duct 2 -1 4.620 4.180 -38.623
Ded of Duct 2 -1 5.200 5.820 -60.528
i17-i31xi17-l17 1 1 17.960 5.760 103.450
Ded of Toi 1 -1 9.700 5.760 -55.872
i38-i44Xi38-O38 1 1 8.700 9.280 80.736
Lift Lobby 1 1 6.115 5.770 35.284
BLOCK-A
N46-N83xN47-o47 1 1 62.310 31.708 1975.725
Ded of Duct-left 1 -1 22.940 15.080 -345.935
Ded of Duct-left 1 -1 5.400 4.250 -22.950
Ded of Duct-right 1 -1 23.180 12.330 -285.809
BLOCK-F
B85-B127xB85-I85 1 1 59.730 39.730 2373.073
Ded of Duct 1 -1 12.520 7.270 -91.020
Ded of Lift 1 -1 2.980 5.730 -17.075
Portico 1 1 18.866 5.230 98.669
Corridor 1 1 3.610 4.230 15.270
Lift Lobby 1 1 6.015 5.730 34.466
9629.52
Say 9630.00

BLOCK-C & E
BLOCK-D
BLOCK-B
BLOCK-F
Ramp 1 1 5.740 38.460 220.760
536.08
Say 537.00

BLOCK-C & E
TOILET-1 1 2 4.800 8.130 78.048
TOILET-02 1 2 6.190 8.055 99.721
BLOCK-D
TOILET-01 1 1 7.230 3.895 28.161
BLOCK-B
TOILET-01 1 1 9.700 5.770 55.969
TOILET-02 1 1 8.290 5.685 47.129
BLOCK-F
TOILET-01 1 1 8.480 7.230 61.310
370.34
Say 371.00
2 Sunshades
W1 4 2.100 8.400
W2 203 1.800 365.400
W3 8 1.500 12.000
W4 49 1.200 58.800
V1 7 2.100 14.700
V3 66 1.500 99.000
558.30
Say 559.00
3 PCC for Steps

Staircase (All Blocks) 3.5 26 2.000 0.300 0.150 8.19
8.19
Say 9.00
4 Sill slabs
W1 4 2.100 0.230 0.050 0.097
W2 203 1.800 0.230 0.050 4.202
W3 8 1.500 0.230 0.050 0.138
W4 49 1.200 0.230 0.050 0.676
V1 7 2.100 0.230 0.050 0.17
V3 66 1.500 0.230 0.050 1.139
6.42
Say 7.00
5 RCC M20 grade mix
a Platforms
Block B3
Public Toilet Female Handwash 1 2.100 0.600 1.26
Public Toilet Male Handwash 1 3.000 0.600 1.80
Hand wash in Procedure & Exams 4 1.300 0.600 3.12
Procedure Room 1 1.800 0.600 1.08
Medicine Dispensary 1 2.200 0.600 1.32
Public Toilet F & M Near Lift 2 4.500 0.600 5.40
Block C3
Library / Seminar 2 12.135 0.600 14.56
Reception 1 10.200 0.600 6.12
toilets 3 1.000 0.600 1.80
Clean utility 2 2.150 0.600 2.58
Pantry 2 3.400 0.600 4.08
Block D3
Labs 4 10.850 0.600 26.04
Blood Component Room 1 10.435 0.600 6.26
Special Serology 1 9.950 0.600 5.97
Reception 1 1.850 0.600 1.11
DONOR Serology 1 11.930 0.600 7.16
Male Toilet Handwash 1 1.850 0.600 1.11
Female Toilet Handwash 1 1.950 0.600 1.17
Biochemistry 1 24.240 0.600 14.54
Pathology 1 21.665 0.600 13.00
Block E3
Library / Seminar 2 12.135 0.600 14.56
toilets 3 1.000 0.600 1.80
Clean utility 2 2.150 0.600 2.58
Pantry 2 3.400 0.600 4.08
Clericals 2 6.200 0.600 7.44
Clericals 1 1.650 0.600 0.99
Clericals 1 4.790 0.600 2.87
Block F3
Nurses station 1 3.300 0.600 1.98
Nurses station at medication 1 1.900 0.600 1.14
Nurses station at medication 1 2.400 0.600 1.44
Wash basin in Male Staff toilets 1 1.250 0.600 0.75
Wash basin in Female Staff toilets 1 1.970 0.600 1.18
Reception 1 2.290 0.600 1.37
197.42
Say 198.00
b Loft
Block B3
G.Store 1 1.800 0.600 1.08
Speech Therapy & ExamRooms 3 3.500 0.600 6.30
Procedure Room 2 3.500 0.600 4.20
Prof Hods & Counselor Room 3 3.000 0.600 5.40
Demo Rooms 2 4.200 0.600 5.04
Injection Rooms 2 2.400 0.600 2.88
Medicime store 1 1.800 0.600 1.08
Block C3
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Block D3
BB officer 1 2.580 0.600 1.55
ExaminationRoom 1 3.000 0.600 1.80
Cross Matching & Issue 1 2.365 0.600 1.42
Blood Store 1 3.000 0.600 1.80
Refreshment Room 1 1.500 0.600 0.90
Donor Room 1 2.800 0.600 1.68
Medicine Transution & Faculty Room 3 3.600 0.600 6.48
Record Room 1 3.000 0.600 1.80
Store Room 1 2.250 0.600 1.35
Blood Store 1 2.500 0.600 1.50
Block E3
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Block F3
Center in charge (typ) 4 3.000 0.600 7.20
Police Faciliation Room (typ) 4 3.300 0.600 7.92
Store 1 3.500 0.600 2.10
Clean Utlity 1 4.000 0.600 2.40
Nurse Duty Room 1 4.300 0.600 2.58
Library Seminar Room, 1 3.100 0.600 1.86
Staff to tratment Rooms 8 2.500 0.600 12.00
Jr & Sr Asst Pof Prof Rooms & Demo 5 4.000 0.600 12.00
Student Duty (typ) 13 2.500 0.600 19.50
Demo Room & Library Seminar 2 4.800 0.600 5.76
Asst Prof & Prof 2 4.800 0.600 5.76
171.30
Say 172.00

Say 369.00
c Racks
Block B3
Non Teaching Staff Room 3 3 3.000 0.450 12.150
G.Store 3 1 1.800 0.450 2.430
Speech Therapy & ExamRooms 3 3 3.500 0.450 14.175
Procedure Room 3 2 3.500 0.450 9.450
Prof Hods & Counselor Room 3 3 3.000 0.450 12.150
Demo Rooms 3 2 4.200 0.450 11.340
Injection Rooms 3 2 2.400 0.450 6.480
Medicime store 3 1 1.800 0.450 2.430
Block C3
Class Staff Room 3 1 2.450 0.450 3.308
Store 3 1 2.150 0.450 2.903
Staff Room 3 1 2.450 0.450 3.308
Demo Room 3 1 5.000 0.450 6.750
Duty Rooms 3 8 2.500 0.450 27.000
Block D3
BB officer 3 1 2.580 0.450 3.483
ExaminationRoom 3 1 3.000 0.450 4.050
Cross Matching & Issue 3 1 2.365 0.450 3.193
Blood Store 3 1 3.000 0.450 4.050
Refreshment Room 3 1 1.500 0.450 2.025
Donor Room 3 1 2.800 0.450 3.780
Medicine Transution & Faculty Room 3 3 3.600 0.450 14.580
Record Room 3 1 3.000 0.450 4.050
Store Room 3 1 2.250 0.450 3.038
Blood Store 3 1 2.500 0.450 3.375
Block E3
Class Staff Room 3 1 2.450 0.450 3.308
Store 3 1 2.150 0.450 2.903
Staff Room 3 1 2.450 0.450 3.308
Demo Room 3 1 5.000 0.450 6.750
Duty Rooms 3 8 2.500 0.450 27.000
Block F3
Center in charge (typ) 3 4 3.000 0.450 16.200
Police Faciliation Room (typ) 3 4 3.300 0.450 17.820
Store 3 1 3.500 0.450 4.725
Clean Utlity 3 1 4.000 0.450 5.400
Nurse Duty Room 3 1 4.300 0.450 5.805
Medication Room 3 1 3.500 0.450 4.725
Library Seminar Room, 3 1 3.100 0.450 4.185
Staff to tratment Rooms 3 8 2.500 0.450 27.000
Jr & Sr Asst Pof Prof Rooms & Demo 3 5 4.000 0.450 27.000
Student Duty (typ) 3 13 2.500 0.450 43.875
Demo Room & Library Seminar 3 2 4.800 0.450 12.960
Asst Prof & Prof 3 2 4.800 0.450 12.960
385.42
Say 386.00
6 Lintels
D1 5 2.260 0.225 0.175 0.44
D2 19 1.960 0.225 0.175 1.47
D3 10 1.660 0.225 0.175 0.65
D4 71 1.460 0.225 0.175 4.08
D5 17 1.360 0.225 0.175 0.91
D6 12 1.260 0.225 0.175 0.60
ALD4 3 1.460 0.225 0.175 0.17
ALD5 2 1.360 0.225 0.175 0.11
FD1 2 2.460 0.225 0.175 0.19
FD2 4 1.960 0.225 0.175 0.31
Lift door 10 1.660 0.225 0.175 0.65
W1 4 2.260 0.225 0.175 0.36
W2 203 1.960 0.225 0.175 15.67
W3 7 1.660 0.225 0.175 0.46
W4 49 1.360 0.225 0.175 2.62
V1 7 2.260 0.225 0.175 0.62
V3 27 1.660 0.225 0.175 1.76
FD2 3 1.960 0.100 0.175 0.103
D2 11 1.960 0.100 0.175 0.377
D3 17 1.660 0.100 0.175 0.494
D4 62 1.460 0.100 0.175 1.584
D5 4 1.360 0.100 0.175 0.095
D6 105 1.260 0.100 0.175 2.315
ALD4 2 1.960 0.100 0.175 0.069
ALD5 5 1.360 0.100 0.175 0.119
661 36.24
Say 37.00
under lintels
D1 2 5 0.300 0.225 0.150 0.101
D2 2 19 0.300 0.225 0.150 0.385
D3 2 10 0.300 0.225 0.150 0.203
D4 2 71 0.300 0.225 0.150 1.438
D5 2 17 0.300 0.225 0.150 0.344
D6 2 12 0.300 0.225 0.150 0.243
ALD4 2 3 0.300 0.225 0.150 0.061
ALD5 2 2 0.300 0.225 0.150 0.041
FD1 2 2 0.300 0.225 0.150 0.041
FD2 2 4 0.300 0.225 0.150 0.081
Lift door 2 10 0.300 0.225 0.150 0.203
W1 2 4 0.300 0.225 0.150 0.081
W2 2 203 0.300 0.225 0.150 4.111
W3 2 7 0.300 0.225 0.150 0.142
W4 2 49 0.300 0.225 0.150 0.992
V1 2 7 0.300 0.225 0.150 0.142
V3 2 27 0.300 0.225 0.150 0.547
FD2 2 3 0.300 0.100 0.150 0.027
D2 2 11 0.300 0.100 0.150 0.099
D3 2 17 0.300 0.100 0.150 0.153
D4 2 62 0.300 0.100 0.150 0.558
D5 2 4 0.300 0.100 0.150 0.036
D6 2 105 0.300 0.100 0.150 0.945
ALD4 2 2 0.300 0.100 0.150 0.018
ALD5 2 5 0.300 0.100 0.150 0.045
Hold fasts
D1 6 5 0.230 0.225 0.150 0.233
D2 6 19 0.230 0.225 0.150 0.885
D3 6 10 0.230 0.225 0.150 0.466
D4 6 71 0.230 0.225 0.150 3.307
D5 6 17 0.230 0.225 0.150 0.792
D6 6 12 0.230 0.225 0.150 0.559
ALD4 6 3 0.230 0.225 0.150 0.140
ALD5 6 2 0.230 0.225 0.150 0.093
FD1 6 2 0.230 0.225 0.150 0.093
FD2 6 4 0.230 0.225 0.150 0.186
Lift door 6 10 0.230 0.225 0.150 0.466
W1 4 4 0.230 0.225 0.150 0.124
W2 4 203 0.230 0.225 0.150 6.303
W3 4 7 0.230 0.225 0.150 0.217
W4 4 49 0.230 0.225 0.150 1.521
V1 2 7 0.230 0.225 0.150 0.109
V3 2 27 0.230 0.225 0.150 0.419
FD2 6 3 0.230 0.100 0.150 0.062
D2 6 11 0.230 0.100 0.150 0.228
D3 6 17 0.230 0.100 0.150 0.352
D4 6 62 0.230 0.100 0.150 1.283
D5 6 4 0.230 0.100 0.150 0.083
D6 6 105 0.230 0.100 0.150 2.174
ALD4 6 2 0.230 0.100 0.150 0.041
ALD5 6 5 0.230 0.100 0.150 0.104
31.27
Say 32.00

BLOCK A3
Open to skky 1 70.250 0.225 3.250 51.370
Ded for col -7 0.650 0.225 3.250 -3.327
Open to skky 1 49.490 0.225 3.250 36.190
Ded for col -5 0.650 0.225 3.250 -2.377
Horizontal Wall 1 35.100 0.225 3.250 25.667
Ded for col -2 0.750 0.230 3.250 -1.121
BLOCK B3
Harizontals 1 58.801 0.225 3.250 43.00
deduct C2 -9 0.750 0.225 3.250 -4.94
stair case to general store 2 12.100 0.225 3.250 17.70
all round open to sky 1 1.565 0.225 3.250 1.14
deduct C2 -17 0.750 0.225 3.250 -9.32
non-teaching staff h 1 11.800 0.225 3.250 8.63
non-teaching staff v 3 4.000 0.225 3.250 8.78
lift walls 2 5.120 0.225 3.250 7.49
Prof HOD TYP 8 4.810 0.225 3.250 28.14
deduct C2 -8 0.750 0.225 3.250 -4.39
Exam room typ 9 4.700 0.225 3.750 35.69
corridor v 2 1.800 0.225 0.300 0.24
professor room to HOD typ 2 20.150 0.225 3.150 28.56
deduct C2 -8 0.750 0.225 3.250 -4.39
Reception-h 2 3.600 0.225 3.250 5.27
3.6mm corridor v 2 3.600 0.225 3.250 5.27
3.6mm corridor h 2 40.250 0.225 3.250 58.87
injection room to Toilets 1 12.833 0.225 3.250 9.38
toilet room v 5 5.520 0.225 3.250 20.18
deduct oprnings -1 2.000 0.225 3.250 -1.46
deduct C4 -3 0.750 0.225 3.250 -1.65
stair case h 2 9.220 0.225 3.250 13.48
deduct C6 -2 0.750 0.225 3.250 -1.10
stair case to lift v 2 11.140 0.225 3.250 16.29
deduct C6 -2 0.750 0.225 3.250 -1.10
lift v 1 4.600 0.225 3.250 3.36
connecting corridor to B&C 2 3.400 0.225 3.250 4.97
BLOCK C3
deduct openings -1 10.820 0.225 3.250 -7.91
deduct openings -1 6.130 0.225 3.250 -4.48
deduct C2 -24 0.750 0.225 3.250 -13.16
deduct C2 -9 0.900 0.225 3.250 -5.92
toilet wall h 1 6.630 0.225 3.150 4.70
toilet wall v 17 7.625 0.225 3.250 94.79
deduct openings -1 2.000 0.225 3.250 -1.46
ward toilet h 2 4.490 0.225 3.250 6.57
ward toilet v 6 4.060 0.225 3.250 17.81
corridor v 1 2.150 0.225 0.300 0.15
deduct C2 -17 0.750 0.225 3.250 -9.32
deduct C3 -5 0.900 0.225 3.250 -3.29
class-4 room typ 10 5.465 0.225 3.250 39.96
duct h 2 2.950 0.225 3.750 4.98
store v 2 2.928 0.225 3.750 4.94
llift h 3 2.450 0.225 3.250 5.37
corridor h 1 2.450 0.225 0.300 0.17
corridor v 3 2.450 0.225 3.250 5.37
student v typ 3 3.900 0.225 3.250 8.56
deduct C1A -5 0.600 0.225 3.150 -2.13
deduct C2 -3 0.750 0.225 3.150 -1.59
deduct C3 -4 0.900 0.225 3.150 -2.55
Block -D3
Court Yard wall-H typ 2 21.476 0.225 3.150 30.44
Ded of wall-H conntd.to open to sky -1 6.981 0.225 3.150 -4.95
Court Yard wall-V typ 2 8.355 0.225 3.250 12.22
Corrid. Beside Court yard wall-V 2 3.420 0.225 3.750 5.77
Ded for col C3 -3 0.900 0.225 3.150 -1.91
Ded for col C1A -5 0.600 0.225 3.150 -2.13
Ded for col C2 -2 0.750 0.225 3.150 -1.06
Open to sky wall-H attcd. To court yard 1 6.980 0.230 3.250 5.22
Open to sky wall-V attcd. To court yard 2 13.808 0.230 3.250 20.64
Ded for col C1A -4 0.600 0.225 3.150 -1.70
Ded for col C2 -2 0.750 0.225 3.150 -1.06
ELE&Store room wall-H typ 2 4.000 0.225 3.250 5.85
ELE&Store room wall-V typ 2 4.956 0.225 3.250 7.25
Bio Chemistry Lab wall-H 2 6.930 0.225 3.250 10.14
Bio Chemistry Lab wall-V 1 27.285 0.225 3.250 19.95
Male toil. Wall-V 1 4.900 0.225 3.250 3.58
Female toil. Shorter Wall-V 1 2.100 0.225 3.250 1.54
Horizontal(male toil.--Donor serology)-H 1 35.471 0.225 3.250 25.94

Stair case wall-V 2 5.031 0.225 3.250 7.36
Stair case wall-H 1 6.900 0.225 3.250 5.05
Ded for col C1A -7 0.600 0.225 3.250 -3.07
Donor Serology--B.B offic.Long wall-V 1 32.650 0.225 3.250 23.88
Ded for col C1A -5 0.600 0.225 3.250 -2.19
Ded for col C2 -2 0.750 0.225 3.250 -1.10
Waiting area wall-H 2 4.500 0.225 3.250 6.58
Waiting area wall-v 1 4.953 0.225 3.250 3.62
Faculty room wall-V 1 5.000 0.225 3.250 3.66
Block -E3
deduct openings -1 10.820 0.225 3.250 -7.91
deduct openings -1 6.130 0.225 3.250 -4.48
deduct C2 -24 0.750 0.225 3.250 -13.16
deduct C2 -9 0.900 0.225 3.250 -5.92
toilet wall h 1 6.630 0.225 3.150 4.70
toilet wall v 17 7.625 0.225 3.250 94.79
deduct openings -1 2.000 0.225 3.250 -1.46
ward toilet h 2 4.490 0.225 3.250 6.57
ward toilet v 6 4.060 0.225 3.250 17.81
corridor v 1 2.150 0.225 0.300 0.15
deduct C2 -17 0.750 0.225 3.250 -9.32
deduct C3 -5 0.900 0.225 3.250 -3.29
class-4 room typ 10 5.465 0.225 3.250 39.96
duct h 2 2.950 0.225 3.750 4.98
store v 2 2.928 0.225 3.750 4.94
llift h 3 2.450 0.225 3.250 5.37
corridor h 1 2.450 0.225 0.300 0.17
corridor v 3 2.450 0.225 3.250 5.37
student v typ 3 3.900 0.225 3.250 8.56
deduct C1A -5 0.600 0.225 3.150 -2.13
deduct C2 -3 0.750 0.225 3.150 -1.59
deduct C3 -4 0.900 0.225 3.150 -2.55
Block -F3
Stair case wall-H typ 3 9.086 0.225 3.250 19.93
Stair case wall-V typ 2 11.136 0.225 3.250 16.29
Shaft in Stair casewall-H 1 0.900 0.225 3.750 0.76
Shaft in Stair casewall-V 1 2.600 0.225 3.750 2.19
Lift short wall-H 1 3.000 0.225 3.250 2.19
Lift short wall-V 1 5.400 0.225 3.250 3.95
Ded for col C2 -5 0.750 0.225 3.250 -2.74
Ded for col C3 -1 0.900 0.225 3.250 -0.66
Public toil.M&F wall-H 1 8.133 0.225 3.250 5.95
Public toil.M&F wall-V 2 7.063 0.225 3.250 10.33
Public toil.Male Shorter wall-V 1 5.511 0.225 3.250 4.03
Public toil.Male Shorter wall-H 1 3.400 0.225 3.750 2.87
Public toil.Female Shorter wall-V 1 3.300 0.225 3.750 2.78
2.45M corri. Wall-H 1 31.616 0.225 3.250 23.12
2.45M corri. Wall-V 1 2.450 0.225 3.250 1.79
Ded for col C3 -2 0.900 0.225 3.250 -1.32
Prof. to Prof.room wall-H 1 27.260 0.225 3.250 19.93
Ded for col C3 -5 0.900 0.225 3.250 -3.29
Asstt.Prof.-2no's 3.82X4M wall-V 1 4.000 0.225 3.250 2.93
Ward(6beds)-Toil.wall-V 1 16.149 0.225 3.250 11.81
Ded for col C3 -3 0.900 0.225 3.150 -1.91
Clinical side--student duty room wall-V 2 20.281 0.225 3.750 34.22
Open to sky wall-H typ 2 12.800 0.225 3.250 18.72
Open to sky wall-V typ 2 7.061 0.225 3.250 10.33
Ded for col C3 -4 0.900 0.225 3.250 -2.63
Store room--Nurse duty room wall-V 1 11.146 0.225 3.750 9.40
Clean utility room wall-H 2 4.200 0.225 3.250 6.14
Stair case wall&Shaft wall-H 2 5.100 0.225 3.250 7.46
Stair case wall&Shaft wall-V 1 8.235 0.225 3.250 6.02
Ded for col C3 -4 0.900 0.225 3.150 -2.55
Short stay 6 Beds wall-V 1 9.000 0.225 3.750 7.59
Outer wall verticals typ 1 36.180 0.225 3.250 26.46
Outer wall verticals typ 1 36.180 0.225 3.150 25.64
Outer wall Horizontal typ 1 60.890 0.225 3.250 44.53
Ded for col C3 -12 0.900 0.225 3.250 -7.90
Ded for col C2 -2 0.750 0.225 3.150 -1.06
Ded for col C1A -1 0.600 0.225 3.150 -0.43
Ded for col C4 -1 0.450 0.225 3.150 -0.32
Lobby 5.115X6.215 wall-V 1 11.842 0.225 3.150 8.39
Lift wall shorter-V 1 5.676 0.225 3.250 4.15
Lift wall shorter-H 2 2.450 0.225 3.250 3.58
Ded for col C3 -1 0.900 0.225 3.250 -0.66
RAMP
Horizontal 1 5.560 0.225 3.500 4.38
Vertical 2 35.450 0.225 3.500 55.83
Deductions
D1 -5 1.800 0.225 2.600 -5.27
D2 -19 1.500 0.225 2.600 -16.67
D3 -10 1.200 0.225 2.600 -7.02
D4 -71 1.000 0.225 2.600 -41.54
D5 -17 0.900 0.225 2.100 -7.23
D6 -12 0.800 0.225 2.100 -4.54
ALD4 -3 1.000 0.225 2.600 -1.76
ALD5 -2 0.900 0.225 2.600 -1.05
FD1 -2 2.000 0.225 2.100 -1.89
FD2 -4 1.500 0.225 2.100 -2.84
Lift door -10 1.200 0.225 2.100 -5.67
W1 -4 1.800 0.225 1.700 -2.75
W2 -203 1.500 0.225 1.700 -116.47
W3 -7 1.200 0.225 1.700 -3.21
W4 -49 0.900 0.225 1.700 -16.87
V1 -7 1.800 0.225 0.500 -1.42
V3 -27 1.200 0.225 0.500 -3.65
Lintels
D1 -5 2.260 0.225 0.175 -0.44
D2 -19 1.960 0.225 0.175 -1.47
D3 -10 1.660 0.225 0.175 -0.65
D4 -71 1.460 0.225 0.175 -4.08
D5 -17 1.360 0.225 0.175 -0.91
D6 -12 1.260 0.225 0.175 -0.60
ALD4 -3 1.460 0.225 0.175 -0.17
ALD5 -2 1.360 0.225 0.175 -0.11
FD1 -2 2.460 0.225 0.175 -0.19
FD2 -4 1.960 0.225 0.175 -0.31
Lift door -10 1.660 0.225 0.175 -0.65
W1 -4 2.260 0.225 0.175 -0.36
W2 -203 1.960 0.225 0.175 -15.67
W3 -7 1.660 0.225 0.175 -0.46
W4 -49 1.360 0.225 0.175 -2.62
V1 -7 2.260 0.225 0.175 -0.62
V3 -27 1.660 0.225 0.175 -1.76
1776.97
Say 1777.00

BLOCK B3
Dental chari-1 to OPG room wall-V TYP 2 20.150 3.250 130.98
DED of COL C2 typ -8 0.750 3.750 -22.50
Public toil.M&F-H wall typ 4 1.800 2.100 15.12
Public toil.M&F-V wall 2 2.140 2.100 8.99
JAN wall-H 2 0.600 3.750 4.50
JAN wall-V 2 1.138 3.750 8.54
Procedure room rooms wall-H typ 1 16.450 3.750 61.69
DED of COL C2 typ -2 0.750 3.750 -5.63
Toil. In Prof/HOD room wall-H typ 3 2.800 3.250 27.30
Toil. In Prof/HOD room wall-V typ 3 1.350 3.750 15.19
Audiometry room partian wall-V 1 4.200 3.750 15.75
Medicine store partian wall-H 1 3.000 3.750 11.25
Public toil.F-wall-H 3 1.000 2.100 6.30
Public toil.F-wall-V 3 1.600 2.100 10.08
Public toil.-M-wall-V 1 5.340 3.750 20.03
Public toil.-M-wall-H 3 1.500 2.100 9.45
BLOCK C3
Staff toil. Wall-V 1 1.500 3.750 5.63
PHC. Wall-V 1 3.266 3.150 10.29
Ded of col C2 -2 0.750 3.150 -4.73
PHC&JAN wall-H typ 3 2.954 3.250 28.80
Jan wall-V 1 1.500 3.750 5.63
Male toil. Wall-H 1 4.686 3.750 17.57
Deduct columns C2 -3 0.750 3.250 -7.31
BLOCK D3
Biochemistry lab wall-V 1 24.471 3.250 79.531
male toi. Wall-V 1 4.885 3.250 15.876
WC's wall-H 1 2.000 2.100 4.200
WC's wall-V 1 1.050 2.100 2.205
Urinals wall-H 1 0.700 2.100 1.470
Wash basin-V 1 1.250 2.100 2.625
female toi.long wall-H 1 3.697 3.750 13.864
Wash basin-V 1 0.930 2.100 1.953
WC's -H 2 1.650 2.100 6.930
WC's -v 1 1.179 2.100 2.476
Pathology&Microbiology lab wall-V 1 29.370 3.750 110.138
Aerobic Bacteriology Lab-H typ 3 4.700 3.150 44.415
Aerobic Bacteriology Lab-V typ 1 17.300 3.250 56.225
Facuty--medicine room wall-H 1 11.795 3.750 44.231
Transfusion room wall-V typ 3 3.979 3.750 44.764
Transfusion room wall-H typ 1 7.905 3.250 25.691
Store&Record room wall-H 2 6.472 3.250 42.068
Store&Record room wall-V 2 6.771 3.250 44.012
7
Special aeriology--Examination rom-H typ 4.710 3.250 107.153
Special aeriology--Examination rom-V 1 25.741 3.750 96.529
wall B/W B.B off.&Blodd bank-H 1 3.850 3.250 12.513
Toil.in refreshment room-H 1 1.535 3.750 5.756
Toil.in refreshment room-V 1 1.800 3.750 6.750
Blood componenet room--H typ 4 4.200 3.250 54.600
Blood componenet room--V typ 1 13.800 3.250 44.850
DED of col C2 -6 0.750 3.250 -14.625
DED of col C1A -8 0.600 3.250 -15.600
BLOCK E3
Staff toil. Wall-V 1 1.500 3.750 5.63
PHC. Wall-V 1 3.266 3.150 10.29
Ded of col C2 -2 0.750 3.150 -4.73
PHC&JAN wall-H 3 2.954 3.250 28.80
Jan wall-V 1 1.500 3.750 5.63
Male toil. Wall-H 1 4.686 3.750 17.57
Student room-Clinical side room wall-V 7 3.900 3.750 102.38
ASSO.PROF. Room wall-H 2 6.400 3.750 48.00
ASSTT.PROF room wall-H 2 3.965 3.250 25.77
Deduct columns C2 -3 0.750 3.250 -7.31
BLOCK F3
Public toil.M&F wall-H typ 7 1.500 2.100 22.05
Public toil.M&F wall-V typ 6 1.000 2.100 12.60
PHC& Urinals in Male-V 3 2.140 2.100 13.48
DW wall-h 2 0.750 2.100 3.15
Toil.1.5X1.8 wall-H 6 1.500 3.250 29.25
Toil.1.5X1.8 wall-V 6 1.800 3.250 35.10
toil.1.5X1.5 wall-h 2 1.500 3.450 10.35
toil.1.5X1.5 wall-v 2 1.500 3.450 10.35
Toil.2.1X1.5 wall-H 1 2.100 3.450 7.25
Toil.2.1X1.5 wall-V 1 1.500 3.750 5.63
Toil.1.75X1.75 wall-H 2 1.750 3.750 13.13
Toil.1.75X1.75 wall-V 2 1.750 3.250 11.38
ASSOC.Prof.wall-V 5 3.350 3.750 62.81
ASSOC.Prof.wall-H 1 13.773 3.250 44.76
Ward(6beds)7.925X7.825 wall-H typ 4 8.020 3.750 120.30
toil. Wall-V 9 1.355 2.100 25.61
toil. Wall-h 9 1.160 2.100 21.92
Drinking water -H 1 1.650 2.100 3.47
Drinking water -V 1 1.900 2.100 3.99
Clinical side&Sr. Resident-3 rom--H 6 9.978 3.750 224.51
Clinical side&Sr. Resident-3 rom--V 1 20.180 3.250 65.59
Clean utility&Pantry rom wall-H 2 2.500 3.750 18.75
Ded of col C3 -6 0.900 3.250 -17.55
ASSOC.Prof. wall-H 4 4.500 3.250 58.50
ASSOC.Prof. wall-V 1 7.000 3.150 22.05
Demo room wall-H 1 4.800 3.750 18.00
Demo room wall-V 3 6.900 3.750 77.63
M&F toil. Wall-H 3 4.152 3.750 46.71
Treatment room to staff room 3 13.655 3.250 133.14
Treatment room to pantry 5 7.293 3.250 118.51
Nurse duty h 3 6.225 3.250 60.69
Nurse duty toilet h 1 2.700 3.250 8.78
Medication v 1 3.859 3.750 14.47
Private waiting h 10 5.320 3.250 172.90
Private waiting to nurse duty v 3 24.375 3.250 237.66
Deduct c3 -6 0.900 3.250 -17.55
Ward to toilet h 1 54.349 3.250 176.63
Ward v 4 6.680 3.750 100.20
Nurse duty v 1 5.000 3.750 18.75
Toilet block wc L shape 8 2.500 2.400 48.00
Drinking water 1 1.800 3.750 6.75
elevation fins 127 3.100 3.900 1535.43
elevation fins 13 7.500 3.900 380.25
Platform walls 66 0.600 0.900 35.64
Cupboard walls 96 0.600 2.100 120.96
Deductions
FD2 -3 1.500 2.100 -9.45
D2 -11 1.500 2.600 -42.90
D3 -17 1.200 2.600 -53.04
D4 -62 1.000 2.600 -161.20
D5 -4 0.900 2.100 -7.56
D6 -105 0.800 2.100 -176.40
ALD4 -2 1.500 2.600 -7.80
ALD5 -5 0.900 2.600 -11.70
Lintels
FD2 -3 1.960 0.175 -1.03
D2 -11 1.960 0.175 -3.77
D3 -17 1.660 0.175 -4.94
D4 -62 1.460 0.175 -15.84
D5 -4 1.360 0.175 -0.95
D6 -105 1.260 0.175 -23.15
ALD4 -2 1.960 0.175 -0.69
ALD5 -5 1.360 0.175 -1.19
6000.41
Say 6001.00
8 TMT STEEL
Lintels 37.0 80.000 Kgs/Cum 2960.00
Shelves 385.42 0.025 80.000 Kgs/Cum 770.84
Sillslab 6.420 80.000 Kgs/Cum 513.64
614907.33
Say 614.90
9 Mild Steel
RBM 6000.4 2.000 Kgs/Sqm 12000.82
12014.74
Say 12.01

Qty Same as Polished Granite slabs
Flooring 128.00
10060.08
Say 10061.00
Block B3
Space For DEIC 1 89.500 3.750 335.625
Non Teachig Staff 3 14.000 3.750 157.500
G Store 1 11.600 3.750 43.500
G Store 1 15.400 3.750 57.750
Vestibular Room 1 15.000 3.750 56.250
Procedure room 2 17.100 3.750 128.250
Speech Theraphy & Exam Rooms @2 3 17.000 3.750 191.250
Prof HOD Rooms 2 18.300 3.750 137.250
Counselar Room 1 16.400 3.750 61.500
Dark Room 1 14.600 3.750 54.750
Refraction 1 13.600 3.750 51.000
Demo Room 2 22.000 3.750 165.000
Audiometry Room 1 17.800 3.750 66.750
Bera Room 1 17.800 3.750 66.750
Injections Room 2 10.800 3.750 81.000
Medicine Store 1 9.600 3.750 36.000
Block C3
Library / Seminar 1 22.390 3.750 83.963
Asst prof 1 14.200 3.750 53.250
Asst prof 1 13.800 3.750 51.750
Asst prof Offset 1 7.500 3.750 28.125
Asst Prof 1 21.550 3.750 80.813
Asst prof Offset 1 5.390 3.750 20.213
Prof 1 17.000 3.750 63.750
Library / Seminar 1 22.390 3.750 83.963
Asst prof 1 14.200 3.750 53.250
Asst Prof 1 22.600 3.750 84.750
Lab technician 1 12.000 3.750 45.000
Security 1 11.800 3.750 44.250
Electrical Room 1 17.400 3.750 65.250
Staff Room 1 14.910 3.750 55.913
Dirty Utility 1 10.800 3.750 40.500
Demo Room 1 22.710 3.750 85.163
Class Staff Room 1 15.200 3.750 57.000
Store Room 1 11.410 3.750 42.788
Treatment Room 2 13.800 3.750 103.500
Duty Nurse Room 2 13.300 3.750 99.750
Medication Room 2 9.170 3.750 68.775
Clean Utility 2 14.040 3.750 105.300
Equipment 2 12.420 3.750 93.150
Pantry 2 12.400 3.750 93.000
Block D3
Electrical Room 1 12.750 3.750 47.813
Store Room 1 12.350 3.750 46.313
Air Lock 1 20.760 3.750 77.850
Bio Chemistry Lab 1 62.340 3.750 233.775
Bio Chemistry Lab offset 1 15.400 3.750 57.750
2750 Wide Passage 1 64.240 3.750 240.900
In front oF toilets 1 10.840 3.750 40.650
Pathology Lab 1 53.253 3.750 199.699
Microbiology Lab 1 68.480 3.750 256.800
Tuberculosis Lab 1 18.040 3.750 67.650
Anerobic Bacteriology Lab 1 17.890 3.750 67.088
Faculty Room 1 17.380 3.750 65.175
Transfusion & Medicine Room 2 13.740 3.750 103.050
Blood Store 1 15.060 3.750 56.475
Cross Matching issue 1 13.160 3.750 49.350
Reception 1 20.470 3.750 76.763
BB Officer 1 11.550 3.750 43.313
Examination Room 1 15.430 3.750 57.863
Refresh ment Room 1 15.430 3.750 57.863
Donor Room 1 18.780 3.750 70.425
Aphersis Room 1 15.760 3.750 59.100
Blood Store 1 12.550 3.750 47.063
BB office 1 11.550 3.750 43.313
Donor Serology 1 20.448 3.750 76.680
Donor Serology offet 1 4.110 3.750 15.413
Store Room 1 17.810 3.750 66.788
Record Room 1 21.770 3.750 81.638
Block E3
Library / Seminar 1 22.390 3.750 83.963
Asst prof 1 14.200 3.750 53.250
Asst prof 1 13.800 3.750 51.750
Asst prof Offset 1 7.500 3.750 28.125
General Staff 1 17.600 3.750 66.000
Clerical Staff 1 16.160 3.750 60.600
Clerical Staff 1 5.404 3.750 20.265
Prof 1 17.000 3.750 63.750
Library / Seminar 1 22.390 3.750 83.963
Asst prof 1 14.200 3.750 53.250
Lab technician 1 12.000 3.750 45.000
Security 1 11.800 3.750 44.250
Electrical Room 1 13.700 3.750 51.375
Demo Room 1 18.610 3.750 69.788
Dirty Utility 1 10.800 3.750 40.500
Demo Room 1 22.710 3.750 85.163
Class Staff Room 1 15.200 3.750 57.000
Elec Room 1 11.410 3.750 42.788
Treatment Room 2 13.800 3.750 103.500
Duty Nurse Room 2 13.300 3.750 99.750
Medication Room 2 9.170 3.750 68.775
Clean Utility 2 14.040 3.750 105.300
Equipment 2 12.420 3.750 93.150
Pantry 2 12.400 3.750 93.000
Block F3
Duty Nurse Room & residents room 2 16.880 3.750 126.600
Prof 1 19.570 3.750 73.388
Assoc Prof 1 14.340 3.750 53.775
Asst Prof 1 15.650 3.750 58.688
Sr Residents Room 1 15.680 3.750 58.800
Medication Room 1 12.000 3.750 45.000
Clerical Staff 1 15.680 3.750 58.800
Treatment Room 1 15.680 3.750 58.800
General Staff 1 15.680 3.750 58.800
Clean Utility 1 14.680 3.750 55.050
Equipment Room 1 15.680 3.750 58.800
Pantry 1 14.680 3.750 55.050
Demo ROom 1 21.160 3.750 79.350
Library / Seminar 1 19.750 3.750 74.063
Prof 1 16.480 3.750 61.800
Asso Prof 1 15.160 3.750 56.850
Asst Prof 1 15.110 3.750 56.663
jr & Sr Residents 1 16.810 3.750 63.038
Demo Room 1 23.700 3.750 88.875
Library / Seminar 1 14.660 3.750 54.975
Treatment Room 1 14.870 3.750 55.763
Pantry 1 14.490 3.750 54.338
Equipment ROom 1 15.070 3.750 56.513
Clean Utility 1 14.690 3.750 55.088
Staff Room 1 12.910 3.750 48.413
Medication Room 1 12.530 3.750 46.988
Store 1 15.400 3.750 57.750
Clean Utility 1 14.690 3.750 55.088
nurse Duty Room 1 20.450 3.750 76.688
Medication Room 1 14.560 3.750 54.600
Private waiting Discussion 1 17.770 3.750 66.638
IT/case Maker 1 16.660 3.750 62.475
COunselar Video Conferrence 1 18.150 3.750 68.063
Police Faciuatitation 1 18.970 3.750 71.138
T Case 1 16.690 3.750 62.588
Center In charge 1 16.630 3.750 62.363
Block B3
Lobby 1 11.180 3.750 41.925
Hand Wash Area 1 1.400 3.750 5.250
Janitors room 1 4.280 3.750 16.050
Wcs 2 5.000 2.100 21.00
Lobby 1 11.180 3.750 41.925
Hand Wash Area 1 1.400 3.750 5.250
Janitors room 1 3.680 3.750 13.800
Wcs 2 5.000 2.100 21.00
Urinals Area 1 4.030 3.750 15.113
Service Staff 1 10.38 3.750 38.925
Prof Hod Attached toilet 2 8.300 3.750 62.250
Lobby 1 4.825 3.750 18.094
Hand Wash Area 1 6.360 3.750 23.850
Wcs 3 5.000 2.100 31.50
Lobby 1 5.280 3.750 19.800
Hand Wash Area 1 6.090 3.750 22.838
Wcs 3 5.000 2.100 31.50
Urinals Area 1 5.530 3.750 20.738
Block C3
Female toilet
Lobby 1 4.550 3.750 17.063
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 3.750 17.531
Staff Toilet 1 6.800 3.750 25.500
Janitors room 2 4.600 3.750 34.500
Male toilet
Lobby 1 8.245 3.750 30.919
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 3.750 19.388
Proffesor 2 5.990 3.750 44.925
Staff Toilet (M) 1 7.190 3.750 26.963
Staff Toilet (M) 1 4.890 3.750 18.338
Staff Toilet (F) 1 6.900 3.750 25.875
Staff Toilet (F) 1 4.890 3.750 18.338
Service Shaft 2 17.800 3.750 133.500
Block D3
Male Toilet
Hand wash area 1 8.955 3.750 33.581
Urinals Area 1 7.273 3.750 27.274
WC 1 6.160 2.100 12.94
Female Toilet
Lobby 1 3.855 3.750 14.456
Handwash area 1 7.600 3.750 28.500
WC 2 5.560 2.100 23.35
Attached toilet Refreshment 1 6.470 3.750 24.263
Block E3
Female toilet
Lobby 1 4.550 3.750 17.063
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 3.750 17.531
Staff Toilet 1 6.800 3.750 25.500
Janitors room 2 4.600 3.750 34.500
Male toilet
Lobby 1 8.245 3.750 30.919
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 3.750 19.388
Proffesor 2 5.990 3.750 44.925
Staff Toilet (M) 1 7.190 3.750 26.963
Staff Toilet (M) 1 4.890 3.750 18.338
Staff Toilet (F) 1 6.900 3.750 25.875
Staff Toilet (F) 1 4.890 3.750 18.338
Service Shaft 2 17.800 3.750 133.500
Block F3
Attached Toilet in Examination Room 2 7.000 3.750 52.500
Residents & Duty Nurse Room 2 6.600 3.750 49.500
Toilet in prof 1 7.200 3.750 27.000
Toilet in Asst Prof 1 6.600 3.750 24.750
Toilet in Nurse Duty Room 1 6.600 3.750 24.750
Prof Toilets 1 6.000 3.750 22.500
Asst Prof 1 6.600 3.750 24.750
Toilet Block Beside Wards
Lobby 1 9.920 3.750 37.200
Wcs 4 4.800 2.100 40.32
Baths 4 4.800 2.100 40.32
Male Staff lobby 1 8.700 3.750 32.625
WC 1 6.600 3.750 24.750
Female Staff lobby 1 8.700 3.750 32.625
WC 1 6.600 3.750 24.750
Lobby 1 4.400 3.750 16.500
Hand wash Area 1 7.010 3.750 26.288
Wcs 4 4.800 2.100 40.32
JCB 1 4.800 2.100 10.08
Baths 4 4.800 2.100 40.32
Lobby 1 10.024 3.750 37.590
Wcs 3 5.000 3.750 56.250
Lobby 1 12.480 3.750 46.800
Wcs 3 5.000 3.750 56.250
Urinals Area 1 6.080 3.750 22.800
DW 1 4.210 3.750 15.788
Service Shaft 1 17.800 3.750 66.750
Block A3
Waiting 1 82.000 3.750 307.500
4.5m Corrdor-H 1 73.060 3.750 273.975
2.45M wide Corridor 1 102.740 3.750 385.275
In front of public Toilets 1 3.060 3.750 11.475
Lift Lobby 1 20.100 3.750 75.375
In front of lift Lobby 1 18.430 3.750 69.113
In front of lift Lobby Right side 1 7.100 3.750 26.625
In front of staircase 1 16.320 3.750 61.200
Block-B3
1.8M wide Corridor-H 1 71.900 3.750 269.625
In front of Public toilets 1 1.320 3.750 4.950
DW 1 1.200 3.750 4.500
In front of vesticular Room 1 5.550 3.750 20.813
91 People Waiting Area 1 40.300 3.750 151.125
3.6M Wide corridor H 1 97.300 3.750 364.875
In front of Injection Rooms 1 3.880 3.750 14.550
In front of Toilets 1 3.910 3.750 14.663
Lift Lobby 1 16.500 3.750 61.875
Block-C3
2.45M wide Corridor-H 2 82.500 3.750 618.750
2.45M wide Corridor-V 1 53.400 3.750 200.250
2.45M wide Corridor-V 1 65.870 3.750 247.013
Block-D3
2750 Wide Passage 1 64.240 3.750 240.900
1.8M wide Corridor 1 52.640 3.750 197.400
In front of BB office 1 1.880 3.750 7.050
In front of Staircase 1 8.000 3.750 30.000
Waiting Area 1 20.700 3.750 77.625
Block-E3
2.45M wide Corridor-H 2 82.500 3.750 618.750
2.45M wide Corridor-V 1 53.400 3.750 200.250
2.45M wide Corridor-V 1 65.870 3.750 247.013
Block-F3
Lobby 1 22.664 3.750 84.990
Beside lift 1 11.400 3.750 42.750
In front of wards 1 59.740 3.750 224.025
Drinking Water 1 4.020 3.750 15.075
Nurse station 1 20.890 3.750 78.338
Nurse station near 1 7.300 3.750 27.375
Corridor in front of wards left 1 17.090 3.750 64.088
Drinking Water 1 3.660 3.750 13.725
Corridor in front of wards V 1 40.820 3.750 153.075
In front ofMedication 1 3.880 3.750 14.550
In front of Asso prof-H 1 20.360 3.750 76.350
Beside Asso prof-V 1 10.900 3.750 40.875
In front of Equipment rooms 1 31.310 3.750 117.413
In B/W prof & residents V 1 54.760 3.750 205.350
Near drinking Water 1 15.930 3.750 59.738
Between Staff & ward 1 15.000 3.750 56.250
In front of IT case Maker 1 11.060 3.750 41.475
Vertical Corridor 1 51.480 3.750 193.050
In front oF medication 1 5.620 3.750 21.075
1.8M wide Corridor 1 51.480 3.750 193.050
Reception Waiting 1 18.040 3.750 67.650
Lifts Internal 6 9.600 3.750 216.00
Lifts Internal 4 10.800 3.750 162.00
Block C2
Wards 6 beds 10 29.750 3.750 1115.63
Block E2
Wards 6 beds 10 29.750 3.750 1115.63
Block F2
Wards 6 beds 5 27.820 3.750 521.63
Ward 3 beds 1 21.620 3.750 81.08
Wards 6 beds 2 28.840 3.750 216.30
Wards 6 beds 2 31.500 3.750 236.25
Short Stay 6 Beds 1 30.250 3.750 113.44
Central Ramp
Ramp 1st & 3rd flight 2 71.230 3.750 534.23
Landings 1 10.240 3.750 38.40
Staircase
Stair case 5 26.252 3.750 492.23
Platform walls 132 0.600 0.900 71.28
Cupboard walls 192 0.600 2.100 241.92
Deductions
D1 -7 1.800 2.600 -32.760
D2 -30 1.500 2.600 -117.000
D3 -23 1.200 2.600 -71.760
D4 -133 1.000 2.600 -345.800
D5 -21 0.900 2.100 -39.690
D6 -117 0.800 2.100 -196.560
FD1 -4 2.000 2.100 -16.800
FD2 -1 1.500 2.100 -3.150
ALD4 -5 1.000 2.600 -13.000
ALD5 -5 0.900 2.600 -11.700
Lift door -10 1.200 2.100 -25.200
Toilets -1947.46
20934.50
Say 20935.00
Open To Sky 1 72.868 3.900 284.19
Open To Sky 1 80.490 3.900 313.91
Open To Sky 1 100.898 3.900 393.50
Open To Sky 1 39.700 3.900 154.83
Open To Sky 2 76.820 3.900 599.20
Open To Sky 1 34.589 3.900 134.90
For Elevation
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -203 1.500 1.700 -517.65
W3 -8 1.200 1.700 -16.32
W4 -49 0.900 1.700 -74.97
V1 -7 1.800 0.500 -6.30
V3 -66 1.200 0.500 -39.60
7013.94
Say 7014.00

Bottom
BLOCK-C3 & E3
TOILET-1 2 4.800 8.130 78.048
TOILET-02 2 6.190 8.055 99.721
BLOCK-D3
TOILET-01 1 7.230 3.895 28.161
BLOCK-B3
TOILET-01 1 9.700 5.770 55.969
TOILET-02 1 8.290 5.685 47.129
BLOCK-F3
TOILET 2 7.400 4.500 66.600
Alround
BLOCK-C3 & E3
TOILET-1 2 25.860 0.300 15.516
TOILET-02 2 28.490 0.300 17.094
BLOCK-D3
TOILET-01 1 22.250 0.300 6.675
BLOCK-B3
TOILET-01 1 30.940 0.300 9.282
TOILET-02 1 27.950 0.300 8.385
BLOCK-F3
TOILET 2 23.800 0.300 14.280
446.86
Say 447.00
12 RCM Facia
6.96
Say 7.00
Flooring
Block B3
Lobby 1 1.350 4.240 5.72
Hand Wash Area 1 0.700 2.100 1.47
Janitors room 1 0.700 1.440 1.01
Wcs 2 1.000 1.500 3.00
Lobby 1 1.350 4.240 5.72
Hand Wash Area 1 0.700 3.000 2.10
Janitors room 1 0.700 1.140 0.80
Wcs 2 1.000 1.500 3.00
Urinals Area 1 1.500 2.040 3.06
Service Staff 1 0.750 4.440 3.330
Lobby 1 1.325 1.700 2.25
Hand Wash Area 1 4.560 1.800 8.21
Wcs 3 1.000 1.500 4.50
Lobby 1 1.350 1.880 2.54
Hand Wash Area 1 1.800 4.290 7.72
Wcs 3 1.000 1.500 4.50
Urinals Area 1 1.500 2.040 3.06
Block C3
Female toilet
Lobby 1 1.550 3.040 4.71
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Hand Wash Area 1 2.800 1.875 5.25
Staff Toilet 1 1.900 1.500 2.85
Janitors room 2 0.800 1.500 2.40
Male toilet
Lobby 1 4.440 1.915 8.50
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Urinal Area 1 1.460 1.125 1.64
Proffesor 2 1.645 1.350 4.44
Staff Toilet (M) 1 2.395 1.200 2.87
Staff Toilet (M) 1 1.645 0.800 1.32
Staff Toilet (F) 1 1.450 2.000 2.90
Staff Toilet (F) 1 1.645 0.800 1.32
Service Shaft 2 1.200 7.700 18.48
Block D3
Male Toilet
Hand wash area 1 3.245 1.850 6.003
Urinals Area 1 3.245 1.870 6.068
Urinals Area 1 1.130 1.180 1.333
WC 1 2.000 1.080 2.160
Female Toilet
Lobby 1 0.980 1.895 1.857
Handwash area 1 2.400 1.870 4.488
WC 2 1.700 1.080 3.672
Block E3
Female toilet
Lobby 1 1.550 3.040 4.71
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Hand Wash Area 1 2.800 1.875 5.25
Staff Toilet 1 1.900 1.500 2.85
Janitors room 2 0.800 1.500 2.40
Male toilet
Lobby 1 4.440 1.915 8.50
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Urinal Area 1 1.460 1.125 1.64
Proffesor 2 1.645 1.350 4.44
Staff Toilet (M) 1 2.395 1.200 2.87
Staff Toilet (M) 1 1.645 0.800 1.32
Staff Toilet (F) 1 1.450 2.000 2.90
Staff Toilet (F) 1 1.645 0.800 1.32
Service Shaft 2 1.200 7.700 18.48
Block F3
Toilet in prof 1 2.100 1.500 3.150
Prof Toilets 1 1.500 1.500 2.250
Asst Prof 1 1.500 1.800 2.700
Lobby 1 3.080 1.880 5.790
Wcs 4 1.350 1.050 5.670
Baths 4 1.350 1.050 5.670
Male Staff lobby 1 2.550 1.800 4.590
WC 1 1.500 1.800 2.700
WC 1 1.500 1.800 2.700
Lobby 1 1.500 1.450 2.175
Hand wash Area 1 1.980 3.530 6.989
Wcs 4 1.350 1.050 5.670
JCB 1 1.350 1.050 1.418
Baths 4 1.350 1.050 5.670
Lobby 1 1.800 4.112 7.40
Wcs 3 1.500 1.000 4.50
Lobby 1 1.800 5.340 9.61
Wcs 3 1.000 1.500 4.50
Urinals Area 1 1.500 2.040 3.06
DW 1 1.750 1.23 2.15
Service Shaft 1 1.200 7.700 9.24
480.28
Say 481.00

Block B3
Space For DEIC 1 17.900 26.850 480.615
Non Teachig Staff 3 3.000 4.000 36.000
G Store 1 1.800 4.000 7.200
G Store 1 4.700 3.000 14.100
Vestibular Room 1 4.500 3.000 13.500
Procedure room 2 3.550 5.000 35.500
Speech Theraphy & Exam Rooms @2 3 3.500 5.000 52.500
Prof HOD Rooms 2 4.700 4.450 41.830
Deduct Toilet -2 2.900 1.450 -8.410
Counselar Room 1 4.700 3.500 16.450
Dark Room 1 4.700 2.600 12.220
Refraction 1 4.700 2.100 9.870
Demo Room 2 4.700 6.300 59.220
Audiometry Room 1 4.700 4.200 19.740
Bera Room 1 4.700 4.200 19.740
Injections Room 2 3.000 2.400 14.400
Medicine Store 1 3.000 1.800 5.400
Block C3
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst prof 1 4.350 2.550 11.09
Asst Prof 1 6.195 4.580 28.37
Prof 1 4.350 4.150 18.05
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst Prof 1 3.600 7.700 27.72
Wards 6 beds 10 7.250 7.625 552.81
Lab technician 1 3.600 2.400 8.64
Security 1 3.600 2.300 8.28
Staff Room 1 5.000 2.455 12.28
Dirty Utility 1 2.400 3.000 7.20
Demo Room 1 5.000 6.355 31.78
Class Staff Room 1 5.150 2.450 12.62
Store Room 1 2.150 3.555 7.64
Treatment Room 2 3.000 3.900 23.40
Duty Nurse Room 2 2.750 3.900 21.45
Clean Utility 2 4.870 2.150 20.94
Equipment 2 2.310 3.900 18.02
Pantry 2 2.300 3.900 17.94
Block D3
Store Room 1 4.000 2.175 8.700
Air Lock 1 7.510 2.870 21.554
Bio Chemistry Lab offset 1 4.630 3.070 14.214
Pathology Lab 1 14.895 6.735 100.318
Pathology Lab 1 12.295 6.771 83.249
Pathology Lab 1 7.170 1.516 10.870
Microbiology Lab 1 2.435 14.235 34.662
Micrology Lab 1 4.720 4.045 19.092
Faculty Room 1 3.660 5.030 18.410
Transfusion & Medicine Room 2 3.360 3.510 23.587
Blood Store 1 4.215 3.315 13.973
Cross Matching issue 1 4.215 2.365 9.968
Reception 1 7.645 2.590 19.801
BB Officer 1 3.185 2.590 8.249
Refresh ment Room 1 4.715 3.000 14.145
Deduct Toilet -1 1.635 1.800 -2.943
Donor Room 1 4.715 4.675 22.043
Aphersis Room 1 4.715 3.165 14.923
Blood Store 1 3.775 2.500 9.438
BB office 1 3.775 2.000 7.550
Donor Serology 1 3.525 6.699 23.614
Donor Serology offet 1 0.585 1.470 0.860
Store Room 1 6.740 2.165 14.592
Record Room 1 6.475 4.410 28.555
Block E3
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst prof 1 4.350 2.550 11.09
General Staff 1 6.200 2.600 16.12
Clerical Staff 1 6.200 1.880 11.66
Clerical Staff 1 1.650 1.052 1.74
Prof 1 4.350 4.150 18.05
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Wards 6 beds 10 7.250 7.625 552.81
Lab technician 1 3.600 2.400 8.64
Security 1 3.600 2.300 8.28
Demo Room 1 5.000 4.305 21.53
Dirty Utility 1 2.400 3.000 7.20
Demo Room 1 5.000 6.355 31.78
Class Staff Room 1 5.150 2.450 12.62
Elec Room 1 2.150 3.555 7.64
Treatment Room 2 3.000 3.900 23.40
Duty Nurse Room 2 2.750 3.900 21.45
Clean Utility 2 4.870 2.150 20.94
Equipment 2 2.310 3.900 18.02
Pantry 2 2.300 3.900 17.94
Block F3
Wards 6 Beds 3 7.230 6.680 144.889
Wards 6 Beds 1 4.315 6.680 28.824
Duty Nurse Room & residents room 2 3.440 5.000 34.400
Deduct Toilet -2 1.600 1.900 -6.080
Wards 6 Beds 2 7.230 6.680 96.593
Wards 6 Beds 1 7.925 7.825 62.013
Wards 6 Beds 1 7.925 7.825 62.013
Prof 1 4.840 4.945 23.934
Deduct Toilet -1 2.200 1.600 -3.520
Assoc Prof 1 3.825 3.345 12.795
Deduct Toilet -1 1.600 1.600 -2.560
Asst Prof 1 3.825 4.000 15.300
Sr Residents Room 1 4.840 3.000 14.520
Clerical Staff 1 4.840 3.000 14.520
Treatment Room 1 4.840 3.000 14.520
General Staff 1 4.840 3.000 14.520
Clean Utility 1 4.840 2.500 12.100
Equipment Room 1 4.840 3.000 14.520
Pantry 1 4.840 2.500 12.100
Demo ROom 1 4.840 5.740 27.782
Library / Seminar 1 4.840 5.035 24.369
Prof 1 4.480 3.760 16.845
Asso Prof 1 4.480 3.100 13.888
Deduct Toilet -1 1.600 1.600 -2.560
Deduct Toilet -1 1.600 1.900 -3.040
Asst Prof 1 4.455 3.100 13.811
jr & Sr Residents 1 4.455 3.950 17.597
Demo Room 1 4.900 6.950 34.055
Library / Seminar 1 4.150 3.180 13.197
Treatment Room 1 3.745 3.690 13.819
Pantry 1 3.745 3.500 13.108
Equipment ROom 1 3.845 3.690 14.188
Clean Utility 1 3.845 3.500 13.458
Staff Room 1 2.765 3.690 10.203
Store 1 4.200 3.500 14.700
Clean Utility 1 4.200 3.145 13.209
nurse Duty Room 1 6.225 4.000 24.900
Deduct Toilet -1 1.915 1.600 -3.064
Medication Room 1 3.500 3.780 13.230
Short Stay 6 beds 1 6.225 8.900 55.403
Private waiting Discussion 1 5.330 3.555 18.948
IT/case Maker 1 5.330 3.000 15.990
COunselar Video Conferrence 1 5.330 3.745 19.961
Police Faciuatitation 1 5.330 4.155 22.146
Deduct Toilet -1 1.850 1.850 -3.423
T Case 1 5.215 3.130 16.323
Center In charge 1 5.215 3.100 16.167
5032.79
Say 5033.00

Corridors
Block A3
Waiting 1 35.800 23.100 826.980
4.5m Corrdor-H 1 79.410 4.500 357.345
2.45M wide Corridor 1 50.145 2.450 122.855
Lift Lobby 1 4.650 5.400 25.110
Block-B3
1.8M wide Corridor-H 1 38.300 1.800 68.940
DW 1 1.566 0.600 0.940
3.6M Wide corridor H 1 53.200 3.600 191.520
Lift Lobby 1 5.000 5.750 28.750
Block-C3
2.45M wide Corridor-H 2 41.250 2.450 202.13
2.45M wide Corridor-V 1 2.450 32.150 78.77
2.45M wide Corridor-V 1 2.450 30.845 75.57
Block-D3
2750 Wide Passage 1 2.750 29.370 80.768
1.8M wide Corridor 1 1.800 24.520 44.136
Waiting Area 1 7.015 4.740 33.25
Block-E3
2.45M wide Corridor-H 2 41.250 2.450 202.13
2.45M wide Corridor-V 1 2.450 32.150 78.77
2.45M wide Corridor-V 1 2.450 34.445 84.39
Block-F3
Lobby 1 5.112 6.220 31.797
Beside Staircase 1 2.160 5.700 12.312
In front of wards 1 31.230 4.565 142.565
Drinking Water 1 1.350 2.010 2.714
Nurse station 1 7.645 4.000 30.580
Drinking Water 1 1.740 1.920 3.34
1.8M wide Corridor 1 1.800 23.940 43.092
3692.89
Say 3693.00
15 Granite Slabs
Block-B3
Block-C3
Block-D3
Block-E3
Block-F3
127.500
Say 128.000

197.42
Say 198.00

slabs
W1 4 2.100 0.225 1.890
W2 203 1.800 0.225 82.215
W3 8 1.500 0.225 2.700
W4 49 1.200 0.225 13.230
V1 7 2.100 0.225 3.308
V3 66 1.500 0.225 22.275
125.62
Say 126.00
18 Chequered tiles
Central Ramp
Ramp 1st & 3rd flight 2 2.450 33.165 162.51
Landings 1 5.340 2.450 13.08
188.59
Say 189.00
b) Granite flooring
i Treads
100.800
Say 101.00
ii Risers
56.70
Say 57.00

Block B3
Space For DEIC 1 89.500 89.500
Non Teachig Staff 3 14.000 42.000
G Store 1 11.600 11.600
G Store 1 15.400 15.400
Procedure room 2 17.100 34.200
Speech Theraphy & Exam Rooms @2 3 17.000 51.000
Prof HOD Rooms 2 18.300 36.600
Counselar Room 1 16.400 16.400
Dark Room 1 14.600 14.600
Refraction 1 13.600 13.600
Demo Room 2 22.000 44.000
Audiometry Room 1 17.800 17.800
Bera Room 1 17.800 17.800
Injections Room 2 10.800 21.600
Block C3
Asst prof 1 14.200 14.200
Asst prof 1 13.800 13.800
Asst Prof 1 21.550 21.550
Prof 1 17.000 17.000
Asst prof 1 14.200 14.200
Asst Prof 1 22.600 22.600
Security 1 11.800 11.800
Staff Room 1 14.910 14.910
Demo Room 1 22.710 22.710
Store Room 1 11.410 11.410
Equipment 2 12.420 24.840
Pantry 2 12.400 24.800
Block D3
Store Room 1 12.350 12.350
Air Lock 1 20.760 20.760
Bio Chemistry Lab 1 62.340 62.340
Bio Chemistry Lab offset 1 15.400 15.400
2750 Wide Passage 1 64.240 64.240
In front oF toilets 1 10.840 10.840
Pathology Lab 1 53.253 53.253
Microbiology Lab 1 68.480 68.480
Tuberculosis Lab 1 18.040 18.040
Anerobic Bacteriology Lab 1 17.890 17.890
Anerobic Bacteriology Lab 1 18.150 18.150
Faculty Room 1 17.380 17.380
Transfusion & Medicine Room 2 13.740 27.480
Blood Component Room 1 18.700 18.700
Blood Store 1 15.060 15.060
Cross Matching issue 1 13.160 13.160
Reception 1 20.470 20.470
BB Officer 1 11.550 11.550
Examination Room 1 15.430 15.430
Refresh ment Room 1 15.430 15.430
Donor Room 1 18.780 18.780
Aphersis Room 1 15.760 15.760
Blood Store 1 12.550 12.550
BB office 1 11.550 11.550
Special Serology 1 17.390 17.390
Donor Serology 1 20.448 20.448
Donor Serology offet 1 4.110 4.110
Store Room 1 17.810 17.810
Record Room 1 21.770 21.770
Block E3
Asst prof 1 14.200 14.200
Asst prof 1 13.800 13.800
Prof 1 17.000 17.000
Asst prof 1 14.200 14.200
Security 1 11.800 11.800
Demo Room 1 18.610 18.610
Demo Room 1 22.710 22.710
Elec Room 1 11.410 11.410
Equipment 2 12.420 24.840
Pantry 2 12.400 24.800
Block F3
Duty Nurse Room & residents room 2 16.880 33.760
Prof 1 19.570 19.570
Assoc Prof 1 14.340 14.340
Asst Prof 1 15.650 15.650
Sr Residents Room 1 15.680 15.680
Equipment Room 1 15.680 15.680
Pantry 1 14.680 14.680
Demo ROom 1 21.160 21.160
Prof 1 16.480 16.480
Asso Prof 1 15.160 15.160
Asst Prof 1 15.110 15.110
jr & Sr Residents 1 16.810 16.810
Demo Room 1 23.700 23.700
Pantry 1 14.490 14.490
Equipment ROom 1 15.070 15.070
Staff Room 1 12.910 12.910
Store 1 15.400 15.400
nurse Duty Room 1 20.450 20.450
Private waiting Discussion 1 17.770 17.770
IT/case Maker 1 16.660 16.660
COunselar Video Conferrence 1 18.150 18.150
Police Faciuatitation 1 18.970 18.970
T Case 1 16.690 16.690
Examination Room 1 20.430 20.430
Center In charge 1 16.630 16.630
3044.45
Say 3045.00

Staircase
Stair case 5 26.252 131.26
188.16
Say 189.00

Block-B3
Lift wall 1 5.750 3.750 21.56
Lift wall 1 5.400 3.750 20.25
Block-C3
Block-E3
Lift wall 1 5.400 3.750 20.25
Block-F3
Lift wall 1 5.500 3.750 20.63
Deductions
Lift door -10 1.200 2.100 -25.20
75.49
Say 76.00

Block B3
Lobby 1 11.180 2.100 23.48
Hand Wash Area 1 1.400 2.100 2.94
Janitors room 1 4.280 2.100 8.99
Wcs 2 5.000 2.100 21.00
Lobby 1 11.180 2.100 23.48
Hand Wash Area 1 1.400 2.100 2.94
Janitors room 1 3.680 2.100 7.73
Wcs 2 5.000 2.100 21.00
Urinals Area 1 4.030 2.100 8.46
Service Staff 1 10.38 2.100 21.80
Lobby 1 4.825 2.100 10.13
Hand Wash Area 1 6.360 2.100 13.36
Wcs 3 5.000 2.100 31.50
Lobby 1 5.280 2.100 11.09
Hand Wash Area 1 6.090 2.100 12.79
Wcs 3 5.000 2.100 31.50
Urinals Area 1 5.530 2.100 11.61
Block C3
Female toilet
Lobby 1 4.550 2.100 9.56
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 2.100 9.82
Staff Toilet 1 6.800 2.100 14.28
Janitors room 2 4.600 2.100 19.32
Male toilet
Lobby 1 8.245 2.100 17.31
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 2.100 10.86
Proffesor 2 5.990 2.100 25.16
Staff Toilet (M) 1 7.190 2.100 15.10
Staff Toilet (M) 1 4.890 2.100 10.27
Staff Toilet (F) 1 6.900 2.100 14.49
Staff Toilet (F) 1 4.890 2.100 10.27
Service Shaft 2 17.800 2.100 74.76
Block D3
Male Toilet
Hand wash area 1 8.955 2.100 18.81
Urinals Area 1 7.273 2.100 15.27
WC 1 6.160 2.100 12.94
Female Toilet
Lobby 1 3.855 2.100 8.10
Handwash area 1 7.600 2.100 15.96
WC 2 5.560 2.100 23.35
Block E3
Female toilet
Lobby 1 4.550 2.100 9.56
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 2.100 9.82
Staff Toilet 1 6.800 2.100 14.28
Janitors room 2 4.600 2.100 19.32
Male toilet
Lobby 1 8.245 2.100 17.31
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 2.100 10.86
Proffesor 2 5.990 2.100 25.16
Staff Toilet (M) 1 7.190 2.100 15.10
Staff Toilet (M) 1 4.890 2.100 10.27
Staff Toilet (F) 1 6.900 2.100 14.49
Staff Toilet (F) 1 4.890 2.100 10.27
Service Shaft 2 17.800 2.100 74.76
Block F3
Toilet in prof 1 7.200 2.100 15.12
Prof Toilets 1 6.000 2.100 12.60
Asst Prof 1 6.600 2.100 13.86
Lobby 1 9.920 2.100 20.83
Wcs 4 4.800 2.100 40.32
Baths 4 4.800 2.100 40.32
Male Staff lobby 1 8.700 2.100 18.27
WC 1 6.600 2.100 13.86
WC 1 6.600 2.100 13.86
Lobby 1 4.400 2.100 9.24
Hand wash Area 1 7.010 2.100 14.72
Wcs 4 4.800 2.100 40.32
JCB 1 4.800 2.100 10.08
Baths 4 4.800 2.100 40.32
Lobby 1 10.024 2.100 21.05
Wcs 3 5.000 2.100 31.50
Lobby 1 12.480 2.100 26.21
Wcs 3 5.000 2.100 31.50
Urinals Area 1 6.080 2.100 12.77
DW 1 4.210 2.100 8.84
Service Shaft 1 17.800 2.100 37.38
Deductions
ALD4 -5 1.000 2.100 -10.50
ALD5 -5 0.900 2.100 -9.45
D5 -21 0.900 2.100 -39.69
D6 -117 0.800 2.100 -196.56
1947.46
Say 1948.00
Block A3
Waiting 1 82.000 1.500 123.000
4.5m Corrdor-H 1 73.060 1.500 109.590
2.45M wide Corridor 1 102.740 1.500 154.110
Lift Lobby 1 20.100 1.500 30.150
Block-B3
1.8M wide Corridor-H 1 71.900 1.500 107.850
DW 1 1.200 1.500 1.800
3.6M Wide corridor H 1 97.300 1.500 145.950
Lift Lobby 1 16.500 1.500 24.750
Block-C3
2.45M wide Corridor-H 2 82.500 1.500 247.500
2.45M wide Corridor-V 1 53.400 1.500 80.100
2.45M wide Corridor-V 1 65.870 1.500 98.805
Block-D3
2750 Wide Passage 1 64.240 1.500 96.360
1.8M wide Corridor 1 52.640 1.500 78.960
Waiting Area 1 20.700 1.500 31.050
Block-E3
2.45M wide Corridor-H 2 82.500 1.500 247.500
2.45M wide Corridor-V 1 53.400 1.500 80.100
2.45M wide Corridor-V 1 65.870 1.500 98.805
Block-F3
Lobby 1 22.664 1.500 33.996
Beside lift 1 11.400 1.500 17.100
In front of wards 1 59.740 1.500 89.610
Drinking Water 1 4.020 1.500 6.030
Nurse station 1 20.890 1.500 31.335
Drinking Water 1 3.660 1.500 5.490
1.8M wide Corridor 1 51.480 1.500 77.220
Deductions
D1 -3 1.800 1.500 -8.10
D2 -27 1.500 1.500 -60.75
D3 -22 1.200 1.500 -39.60
D4 -122 1.000 1.500 -183.00
D5 -21 0.900 1.500 -28.35
ALD4 -5 1.000 1.500 -7.50
ALD5 -3 0.900 1.500 -4.05
FD1 -2 2.000 1.500 -6.00
FD2 -7 1.500 1.500 -15.75
Lift door -10 1.200 1.500 -18.00
W2 -61 1.500 0.750 -68.63
2538.51
Say 2539.00
b Dadooing in wards
Block C2
Wards 6 beds 10 29.750 1.500 446.25
Block E2
Wards 6 beds 10 29.750 1.500 446.25
Block F2
Wards 6 beds 5 27.820 1.500 208.65
Ward 3 beds 1 21.620 1.500 32.43
Wards 6 beds 2 28.840 1.500 86.52
Wards 6 beds 2 31.500 1.500 94.50
Short Stay 6 Beds 1 30.250 1.500 45.38
Deductions
D2 -1 1.500 1.500 -2.25
W2 -56 1.500 0.700 -58.80
Openings -20 1.600 1.500 -48.00
Openings -8 2.140 1.500 -25.68
1225.25
Say 1226.00
24 Cynder Filling at Sunken Slab

BLOCK-C3 & E3
TOILET-1 2 4.800 8.130 0.300 23.41
TOILET-02 2 6.190 8.055 0.300 29.92
BLOCK-D3
TOILET-01 1 7.230 3.895 0.300 8.45
BLOCK-B3
TOILET-01 1 9.700 5.770 0.300 16.79
TOILET-02 1 8.290 5.685 0.300 14.14
BLOCK-F3
TOILET 2 7.400 4.500 0.300 19.98
112.69
Say 113.00
25 Railing
Stair case 5 7.490 0.900 33.71
52.16
Say 53.00

Staircase
Stair case 5 26.252 131.26
Ramp
Ramp Flights 4 28.800 115.20
353.75
Say 354.00

Internal
External
81.24
Say 82.00
28 Mastic pad
16.25
Say 17.00
28 Aluminium sheet
Internal
81.24
Say 82.00
29 False ceiling
8725.79
Say 8726.00

10061.00
Say 10061.00
31 Wall putty
20935.00
Say 20935.00

0.00
Say 0.00
faces of walls
20935.00
Say 20935.00
34
7014.00
Say 7014.00

668.00
Say 668.00

D1 0.75 7 1.800 2.600 24.570
D2 0.75 30 1.500 2.600 87.750
D3 0.75 23 1.200 2.600 53.820
D4 0.75 133 1.000 2.600 259.350
D5 0.75 21 0.900 2.100 29.768
455.258
Say 456.00
37 S & F of Doors
Doors
a D1 (1.80 X 2.60) 7 1.800 2.600 32.760
Say 32.760
b D2 (1.50 X 2.60) 30 1.500 2.600 117.000

Say 117.000
c D3 (1.20 X 2.60) 23 1.200 2.600 71.76

Say 71.76
d D4 (1 X 2.60) 133 1.000 2.600 345.800

Say 345.800
e D5 (0.9 X 2.10) 21 0.900 2.100 39.69

Say 39.69
f D6(0.8 X 2.10) - Frame 117 5.000 585.00

585.00
Say 585.00
g D6(0.8 X 2.10) - shutter 117 0.800 2.100 196.56

Say 196.56
h SD (0.90 X 2.10) 1 0.900 2.100 1.89

Say 1.89
i FD doors
FD2(1.50X 2.10) 4 2.000 2.100 16.80
FD2(1.50X 2.10) 7 1.500 2.100 22.05
38.85
Say 38.85
j Alluminium doors
ALD4(1.0X 2.60) 5 1.000 2.600 13.000
13.000
Say 13.000
ALD5(0.90X 2.10) 5 0.900 2.100 9.450

9.450
Say 9.450
38 Windows
W1 4 1.800 1.700 12.240
W2 147 1.500 1.700 374.850
W3 8 1.200 1.700 16.320
W4 49 0.900 1.700 74.970
Total Quantity 478.38

W2 56 1.500 1.700 142.800
c Ventilators
V1 7 1.800 0.500 6.300
V3 66 1.200 0.500 39.600
45.90

W1 4 1.800 1.700 12.240
W2 203 1.500 1.700 517.650
W3 8 1.200 1.700 16.320
W4 49 0.900 1.700 74.970
Ventilators
V1 7 1.800 0.500 6.300
V3 66 1.200 0.500 39.600
667.08
Say 668.00
10020.00
13 Cupboards
Block B3
G.Store 1 1.800 2.100 3.78
Speech Therapy & ExamRooms 3 3.500 2.100 22.05
Procedure Room 2 3.500 2.100 14.70
Prof Hods & Counselor Room 3 3.000 2.100 18.90
Demo Rooms 2 4.200 2.100 17.64
Medicime store 1 1.800 2.100 3.78
Block C3
Store 1 2.150 2.100 4.52
Staff Room 1 2.450 2.100 5.15
Demo Room 1 5.000 2.100 10.50
Duty Rooms 8 2.500 2.100 42.00
Block D3
BB officer 1 2.580 2.100 5.42
ExaminationRoom 1 3.000 2.100 6.30
Cross Matching & Issue 1 2.365 2.100 4.97
Blood Store 1 3.000 2.100 6.30
Refreshment Room 1 1.500 2.100 3.15
Donor Room 1 2.800 2.100 5.88
Medicine Transution & Faculty Room 3 3.600 2.100 22.68
Record Room 1 3.000 2.100 6.30
Store Room 1 2.250 2.100 4.73
Blood Store 1 2.500 2.100 5.25
Block E3
Store 1 2.150 2.100 4.52
Staff Room 1 2.450 2.100 5.15
Demo Room 1 5.000 2.100 10.50
Duty Rooms 8 2.500 2.100 42.00
Block F3
Center in charge (typ) 4 3.000 2.100 25.20
Police Faciliation Room (typ) 4 3.300 2.100 27.72
Store 1 3.500 2.100 7.35
Clean Utlity 1 4.000 2.100 8.40
Nurse Duty Room 1 4.300 2.100 9.03
Library Seminar Room, 1 3.100 2.100 6.51
Staff to tratment Rooms 8 2.500 2.100 42.00
Jr & Sr Asst Pof Prof Rooms & Demo 5 4.000 2.100 42.00
Student Duty (typ) 13 2.500 2.100 68.25
Demo Room & Library Seminar 2 4.800 2.100 20.16
Asst Prof & Prof 2 4.800 2.100 20.16
599.540
Say 600.000

Open To Sky 1 72.868 3.900 284.19
Open To Sky 1 80.490 3.900 313.91
Open To Sky 1 100.898 3.900 393.50
Open To Sky 1 39.700 3.900 154.83
Open To Sky 2 76.820 3.900 599.20
Open To Sky 1 34.589 3.900 134.90
For Elevation
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 9 1.884 3.900 66.13
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -203 1.500 1.700 -517.65
W3 -8 1.200 1.700 -16.32
W4 -49 0.900 1.700 -74.97
V1 -7 1.800 0.500 -6.30
V3 -66 1.200 0.500 -39.60
7013.94
Say 7014
QUANTITY
Cum
Cum
Sqm
Sqm
Sqm
Sqm
Rmt
cum
cum
Sqm
Sqm
Sqm
Sqm
Cum
Cum
Cum
Sqm
MT
MT
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Rmt
Rmt
Sqm
Sqm
Sqm
Sqm
cum
Sqm
Rmt
Rmt
Sqm
Rmt
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
RM
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Kgs
Sqm
Sqm
DETAILED ESTIMATE - FOURTH FLOOR
1 VRCC M25 grade
a Columns
C1 0.785 31 0.9 4.050 88.701
C1A 50 0.600 0.600 4.050 72.900
C2 248 0.750 0.750 4.050 564.975
C3 89 0.900 0.900 4.050 291.965
C4 0.785 10 0.9 4.050 28.613
C4A 20 0.300 0.600 4.050 14.580
C5 0.785 4 1.2 4.050 15.260
C6 0.785 9 0.9 4.050 25.752
C7 11 1.200 1.200 4.050 64.152
472 1166.90
Say 1167.00
b Roof Beams
Horizontal
A16-A30 1 18.65 0.230 0.500 2.145
B1-B46 ,D1-D46 2 61.52 0.230 0.500 14.150
I15-I20 1 8.314 0.230 0.500 0.956
M1-M44 1 58.57 0.230 0.500 6.736
Ded beam M4-M10 -1 8.314 0.230 0.500 -0.956
Add beam M4-M10 1 8.314 0.230 0.550 1.052
Ded beam M34-M42 -1 8.302 0.230 0.500 -0.955
Add beam M34-M42 1 8.302 0.230 0.550 1.050
W1-W4,Z1-Z4,e1-e4 3 5.17 0.230 0.500 1.784
W4-W10,Z4-Z10,e4-e10 3 8.314 0.230 0.600 3.442
W10-W15,Z10-Z15,e10-e15 3 4.788 0.230 0.500 1.652
i1-i15 1 18.27 0.230 0.500 2.101
Q17-Q27 ,Z17-Z27 2 11.832 0.230 0.500 2.721
i15-i17,e15-e17 2 4.968 0.230 0.500 1.143
e17-e30 1 16.718 0.230 0.500 1.923
m17-m30 1 16.488 0.230 0.500 1.896
i17-i30 1 16.718 0.230 0.600 2.307
secondary beam 1 3 0.230 0.500 0.345
W30-W34 1 4.914 0.230 0.450 0.509
z30-Z34,e30-e34 2 4.914 0.230 0.500 1.130
W34-W42 1 8.302 0.230 0.550 1.050
z34-Z42,e340-e42 2 8.302 0.230 0.600 2.291
W42-W44,z42-Z44,e42-e44 3 5.17 0.230 0.500 1.784
v42-v44 1 4.94 0.230 0.500 0.568
i30-i44 1 18.386 0.230 0.500 2.114
secondary beam 1 2.942 0.230 0.500 0.338
m31-m38 1 9.703 0.230 0.650 1.451
r31-r38 1 9.058 0.230 0.750 1.563
secondary beam 2 3.072 0.230 0.500 0.707
q42-q44 1 5.17 0.230 0.500 0.595
v2-v5 typ 2 5.96 0.230 0.500 1.371
B'2-B'5 1 6.19 0.230 0.500 0.712
v5-v7 typ 2 2.45 0.230 0.500 0.564
v7-v36,B'7-B'36 2 37.43 0.230 0.600 10.331
v36-v45 1 13.016 0.230 0.500 1.497
z41-z45,E'41-E'45,H'41-H'45,S'41-
S'45,d'41-d'45,k'41-k'45,s'41-s'45 8 6.756 0.230 0.500 6.216
secondary beam 2 6.296 0.230 0.500 1.448
G'3-G'39 1 49.55 0.230 0.500 5.698
secondary beam 1 5.39 0.230 0.500 0.620
H'39-H'41 1 2.44 0.230 0.500 0.281
L'5-L'12,V'5-V-12 2 7.95 0.230 0.600 2.194
L'12-L'39 ,V'12-V'39 2 35.75 0.230 0.500 8.223
secondary beam 2 5.04 0.230 0.500 1.159
secondary beam 2 4.34 0.230 0.500 0.998
O'2-O'5 typ 2 5.85 0.230 0.500 1.346
b'3-b'39 1 49.55 0.230 0.500 5.698
f'3-f'5 typ 3 5.96 0.230 0.500 2.056
f'5-f'7 typ 2 2.45 0.230 0.500 0.564
f'7-f'36 typ 2 37.43 0.230 0.600 10.331
f'36-f'39 typ 2 3.82 0.230 0.500 0.879
secondary beam 3 2.44 0.230 0.500 0.842
f'39-f'41 1 2.44 0.230 0.500 0.281
Ramp beams 14 2.52 0.230 0.250 2.029
Ramp beams 2 5.34 0.230 0.250 0.614
s'54-s'72,h'54-h'72,z'54-z'72 typ 3 24.316 0.230 0.500 8.389
secondary beam 3 24.316 0.230 0.500 8.389
s'71-s'77 1 7.556 0.230 0.650 1.130
s'77-s'81 typ 2 3.57 0.230 0.500 0.821
m'72-m'77 1 7.326 0.230 0.475 0.800
secondary beam 1 7.128 0.230 0.475 0.779
secondary beam 1 3.57 0.230 0.500 0.411
z'72-z'80 1 11.126 0.230 0.500 1.279
secondary beam 1 10.896 0.230 0.500 1.253
Q'54-Q'58,I'54-I'58 2 6.77 0.230 0.500 1.557
secondary beam 2 6.77 0.230 0.500 1.557
Q'58-Q'66,I'58-I'668 2 10.56 0.230 0.600 2.915
secondary beam 2 10.1 0.230 0.500 2.323
z54-z57 1 4.8 0.230 0.500 0.552
z57-z63 1 8 0.230 0.600 1.104
z63-z67 1 4.53 0.230 0.500 0.521
Q'66-Q'72 1 6.986 0.230 0.500 0.803
secondary beam 2 6.986 0.230 0.500 1.607
Q'72-Q'80,I'72-I'80,z72-z80 3 11.126 0.230 0.500 3.838
secondary beam 2 10.896 0.230 0.500 2.506
u54-u59 1 7.068 0.230 0.500 0.813
u75-u80 1 6.846 0.230 0.500 0.787
secondary beam 4 2.734 0.230 0.500 1.258
w'86-w'88 typ 7 6.756 0.230 0.500 5.439
m'86-m'88 typ 2 6.526 0.230 0.500 1.501
w'88-w'91 typ 4 2.44 0.230 0.500 1.122
w'91-w'121,s'91-s'121 2 41.25 0.230 0.500 9.488
w'121-w'123 typ 4 2.45 0.230 0.500 1.127
w'123-w'128 typ 2 5.96 0.230 0.500 1.371
v'123-v'128 1 5.96 0.230 0.500 0.685
q123-q'128 typ 4 5.85 0.230 0.500 2.691
secondary beam 1 5.39 0.230 0.500 0.620
C'123-C'128 typ 3 5.988 0.230 0.500 2.066
P'91-P'123,R'91-R'123 typ 2 43.7 0.230 0.500 10.051
C'94-C'121,M'94-M'121 typ 2 37.43 0.230 0.600 10.331
C'91-C'94 1 3.82 0.230 0.500 0.439
A'91-A'99 typ 2 9.076 0.230 0.650 2.714
A'91-A'89 1 2.52 0.230 0.500 0.290
w100-w106 1 8.48 0.230 0.500 0.975
q44-q47 1 6.838 0.230 0.500 0.786
q47-q83 1 54.01 0.300 0.600 9.722
q83-q88 1 11.424 0.300 0.500 1.714
secondary beam 1 2.986 0.300 0.500 0.448
n91-n89 1 2.51 0.230 0.500 0.289
n91-n127 1 50 0.230 0.500 5.750
l85-l127 1 59.77 0.230 0.500 6.874
k46-k52 1 12.144 0.300 0.600 2.186
k52-k61,c52-c61,Y52-Y61 3 14.1 1.200 0.725 36.801
k61-k69,c61-c69,Y61-Y69 2 9.524 0.300 0.575 3.286
k69-k79,c69-c79 ,Y69-Y79 3 14.176 1.200 0.725 36.999
k79-k83 1 9.058 0.300 0.600 1.630
k83-k85 1 3.68 0.300 0.600 0.662
f86-f127 1 59.1 0.230 0.500 6.797
X85-X127 1 59.77 0.230 0.500 6.874
S85-S127 1 59.77 0.230 0.500 6.874
H125-H127 1 2.98 0.230 0.500 0.343
B83-B126,F83-F126 2 63.112 0.230 0.500 14.516
A98-A112 1 19.2 0.230 0.500 2.208
D56-D71 1 20.344 0.230 0.500 2.340
N44-N85,S44-S85 2 64.306 0.230 0.500 14.790
V47-V79 1 45.288 0.300 0.600 8.152
Y52-Y79 typ 3 36.59 0.230 0.500 12.624
Ded for beam F55-F71 -1 19.730 0.230 0.600 -2.723
Ded for beam O55-O71 -1 19.730 0.230 0.500 -2.269
Vertical
A16-B16 typ 6 5.264 0.230 0.500 3.632
B1-D1 typ 16 4.04 0.230 0.500 7.434
G1-M1 1 7.27 0.230 0.500 0.836
G4-M4 typ 12 7.27 0.230 0.600 12.039
M1-W1 typ 4 8.332 0.230 0.600 4.599
W1-i1 typ 4 15.658 0.230 0.500 7.203
M17-q17 typ 4 4.4 0.230 0.500 2.024
Z17-e17 typ 4 5.938 0.230 0.500 2.731
M30-W30 typ 4 8.334 0.230 0.600 4.600
W30-e30 typ 4 11.858 0.230 0.500 5.455
e17-i17 typ 5 3.8 0.230 0.500 2.185
i17-m17 typ 7 5.538 0.230 0.500 4.458
i42-q42 typ 1 9.526 0.230 0.600 1.315
m31-r31 typ 2 5.6 0.230 0.500 1.288
r38-v38 1 1.96 0.230 0.500 0.225
q42-v42 1 3.75 0.230 0.500 0.431
v1-B'1 typ 4 7.826 0.230 0.500 3.600
v36-B'36 1 7.826 0.230 0.600 1.080
secondary beams 5 7.596 0.230 0.500 4.368
G'3-B'3 3 2.45 0.230 0.500 0.845
G'3-N'3 1 5.91 0.230 0.500 0.680
G'5-N'5 1 5.91 0.230 0.600 0.816
N'3-X'3 1 6.74 0.230 0.750 1.163
N'5-X'5 1 6.74 0.230 0.600 0.930
X'5-s'5 1 14.01 0.230 0.500 1.611
B'7-f'7 1 21.21 0.230 0.500 2.439
X'3-f'3 1 6.11 0.230 0.500 0.703
f'1-s'1 1 7.9 0.230 0.500 0.909
secondary beams 1 7.67 0.230 0.500 0.882
G'11-b'11 1 15.85 0.230 0.500 1.823
B'13-L'13 1 14.555 0.230 0.600 2.009
v18-L'18 Typ 7 14.605 0.230 0.600 14.108
G'35-b'35 1 16.31 0.230 0.500 1.876
G'38-s'38 1 26.66 0.230 0.500 3.066
v38-G'38 1 10.276 0.230 0.600 1.418
v41-z41 1 5.054 0.230 0.500 0.581
z41-d'41 1 23.72 0.230 0.600 3.273
d'41-s'41 1 10.05 0.230 0.500 1.156
S'45-s'45 1 17.346 0.230 0.500 1.995
S45-H'45 1 7.922 0.230 0.600 1.093
secondary beams 1 2.296 0.230 0.500 0.264
E'45-v45 1 9.374 0.230 0.500 1.078
f'7-s'7,f'36-s'36 2 7.9 0.230 0.600 2.180
secondary beams 6 7.67 0.230 0.500 5.292
secondary beams 1 5.77 0.230 0.500 0.664
Ramp beams- q47-o'47 typ 2 38.236 0.230 0.400 7.035
Ramp beams-s49-k'49 2 33.164 0.230 0.400 6.102
H'54-s'54 typ 6 25.171 0.230 0.500 17.368
u54-x54 4 4.955 0.230 0.500 2.279
x54-I'54 typ 7 7.49 0.230 0.600 7.235
u59-z59 1 4.955 0.230 0.600 0.684
Z'80-l'80 1 8.136 0.230 0.600 1.123
u80-Z'80 1 24.46 0.230 0.500 2.813
e'86-w'86 1 17.346 0.230 0.500 1.995
secondary beam 1 5.77 0.230 0.500 0.664
q'88-w'88 1 10.05 0.230 0.500 1.156
R'91-w'91 1 26.66 0.230 0.500 3.066
s'94-w'94 typ 6 7.9 0.230 0.600 6.541
secondary beams 6 7.67 0.230 0.500 5.292
s'123-w'123 typ 2 7.9 0.230 0.500 1.817
h'101-s'101 4 6.85 0.230 0.600 3.781
I'123-s'123 typ 2 6.086 0.230 0.500 1.400
N'121-s'121 1 21.21 0.230 0.600 2.927
R'123-I'123 1 12.674 0.230 0.600 1.749
Z'126-i'126 1 6.764 0.230 0.750 1.167
R'118-p'118 1 15.85 0.230 0.500 1.823
V'101-h'101 typ 4 7.476 0.230 0.600 4.127
R'95-p'95 1 16.31 0.230 0.500 1.876
secondary beam 1 2.58 0.230 0.500 0.297
N'101-W''101 typ 4 6.78 0.230 0.600 3.743
B'127-Z'127 1 16.186 0.230 0.500 1.861
B'123-R'123 1 10.276 0.230 0.500 1.182
e'86-S'86 1 7.922 0.230 0.500 0.911
secondary beam 1 2.296 0.230 0.500 0.264
P'86-C'86 1 9.374 0.230 0.500 1.078
K'86-q'86 1 22.372 0.230 0.600 3.087
K'86-B'86 1 4.514 0.230 0.500 0.519
B'91-R'91 1 10.276 0.230 0.600 1.418
C'94-N'94 6 7.826 0.230 0.600 6.480
secondary beams 5 7.596 0.230 0.500 4.368
secondary beams 1 2.45 0.230 0.500 0.282
k86-B'86 typ 2 16.914 0.230 0.500 3.890
secondary beams 1 5.27 0.230 0.500 0.606
n99-z99 1 11.554 0.230 0.500 1.329
n100-w100 typ 2 6.96 0.230 0.500 1.601
secondary beams 1 6.77 0.230 0.500 0.779
k47-o47 typ 10 5.028 0.230 0.500 5.782
l95-n95 typ 8 2.27 0.230 0.500 2.088
c52-S52 1 22.978 0.230 0.600 3.171
secondary beams 2 21.478 0.230 0.500 4.940
k61-S61 typ 3 22.963 0.450 0.600 18.600
X85-l85 typ 7 17.48 0.600 0.600 44.050
g105-l105 typ 2 7.69 0.600 0.600 5.537
X109-f109 typ 2 9.75 0.600 0.600 7.020
S89-X89 typ 9 6.27 0.230 0.500 6.489
N46-U46 typ 2 3.05 0.230 0.500 0.702
N50-R50 typ 11 3.5 0.230 0.500 4.428
F56-N56 typ 2 9.352 0.230 0.600 2.581
F60-S60 typ 4 12.096 0.230 0.600 6.677
F89-Q89 typ 8 11.71 0.600 0.600 33.725
1 1.43 0.230 0.500 0.164
B127-S127 1 15.98 0.230 0.500 1.838
B83-D83 5 4.23 0.230 0.500 2.432
B87-D87 6 3.77 0.230 0.500 2.601
A98-F98 6 9.22 0.230 0.500 6.362
Deductions
direction
C1 -43 0.450 0.230 0.500 -2.225
C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.300 0.230 0.500 -0.690
C5 -4 0.600 0.230 0.500 -0.276
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
direction
C1 -43 0.450 0.230 0.500 -2.225
C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.600 0.230 0.500 -1.380
C5 -4 0.600 0.230 0.500 -0.276
C7 -11 1.200 0.230 0.500 -1.518
C6 -9 0.450 0.230 0.500 -0.466
757.70
Say 758.00
b Roof slab
BLOCK-C & E
2.45m Corridor(typ)-H 2 1 49.550 2.450 242.795
2.15m Corridor(typ)-H 2 1 45.730 2.900 265.234
Corridor(typ)-V 2 1 37.400 2.680 200.464
Corridor(typ)-V 2 1 32.340 2.900 187.572
BLOCK-B
Corridor(typ)-H 2 1 0.000 0.000 0.000
BLOCK-F
Corridor-H in top 1 1 53.000 2.730 144.690
1040.76
Say 1041.00

S'2-S'45xV2-S'2(TYP) 2 1 59.090 37.400 4419.932
Ded of TOI(typ) 2 -1 4.685 8.130 -76.178
Ded of TOI(typ) 2 -1 6.200 8.060 -99.944
Ded of Lift(typ) 2 -1 2.900 3.150 -18.270
Ded of Duct 2 -1 30.950 7.580 -469.202
BLOCK-D
S'54-S'80xS'54-Y54 1 1 35.900 32.870 1180.033
Ded of Staircase 1 -1 7.095 5.000 -35.475
Ded of Toi 1 -1 7.230 3.900 -28.197
Ded of Duct 1 -1 6.985 13.775 -96.218
U54-U59xU54-Y54 2 1 7.230 5.190 75.047
BLOCK-B
B1-B44xB1-i1 1 1 58.800 35.300 2075.640
A16-A30XA16-B16 1 1 18.590 5.500 102.245
Ded of Staircase 1 -1 7.970 5.330 -42.480
Ded of Toi 1 -1 8.280 5.690 -47.113
Ded of Lift 1 -1 3.460 5.940 -20.552
Ded of Duct 1 -1 21.230 9.850 -209.116
Ded of Duct 2 -1 4.620 4.180 -38.623
Ded of Duct 2 -1 5.200 5.820 -60.528
i17-i31xi17-l17 1 1 17.960 5.760 103.450
Ded of Toi 1 -1 9.700 5.760 -55.872
i38-i44Xi38-O38 1 1 8.700 9.280 80.736
Lift Lobby 1 1 6.115 5.770 35.284
BLOCK-A
N46-N83xN47-o47 1 1 62.310 31.708 1975.725
Ded of Duct-left 1 -1 22.940 15.080 -345.935
Ded of Duct-left 1 -1 5.400 4.250 -22.950
Ded of Duct-right 1 -1 23.180 12.330 -285.809
BLOCK-F
B85-B127xB85-I85 1 1 59.730 39.730 2373.073
Ded of Duct 1 -1 12.520 7.270 -91.020
Ded of Lift 1 -1 2.980 5.730 -17.075
Portico 1 1 18.866 5.230 98.669
Corridor 1 1 3.610 4.230 15.270
Lift Lobby 1 1 6.015 5.730 34.466
9629.52
Say 9630.00

BLOCK-C & E
BLOCK-D
BLOCK-B
BLOCK-F
Ramp 1 1 5.740 38.460 220.760
536.08
Say 537.00

BLOCK-C & E
TOILET-1 1 2 4.800 8.130 78.048
TOILET-02 1 2 6.190 8.055 99.721
BLOCK-D
TOILET-01 1 1 7.230 3.895 28.161
BLOCK-B
TOILET-01 1 1 9.700 5.770 55.969
TOILET-02 1 1 8.290 5.685 47.129
BLOCK-F
TOILET-01 1 1 8.480 7.230 61.310
370.34
Say 371.00
2 Lintels
D1 4 2.260 0.225 0.175 0.36
D2 20 1.960 0.225 0.175 1.54
D3 10 1.660 0.225 0.175 0.65
D4 75 1.460 0.225 0.175 4.31
D6 11 1.260 0.225 0.175 0.55
ALD4 4 1.460 0.225 0.175 0.23
ALD5 4 1.360 0.225 0.175 0.21
FD1 11 2.460 0.225 0.175 1.07
FD2 5 1.960 0.225 0.175 0.39
Lift door 10 1.660 0.225 0.175 0.65
W1 21 2.260 0.225 0.175 1.87
W2 175 1.960 0.225 0.175 13.51
W3 6 1.660 0.225 0.175 0.39
W4 48 1.360 0.225 0.175 2.57
V1 4 2.260 0.225 0.175 0.36
V1 1 1.960 0.225 0.175 0.08
V3 40 1.660 0.225 0.175 2.61
D1 2 2.260 0.100 0.175 0.08
D3 11 1.660 0.100 0.175 0.32
D4 55 1.460 0.100 0.175 1.41
D5 32 1.360 0.100 0.175 0.76
D6 89 1.260 0.100 0.175 1.96
ALD4 1 1.960 0.100 0.175 0.03
ALD5 1 1.360 0.100 0.175 0.02
W3 2 1.660 0.100 0.175 0.06
V3 4 1.660 0.100 0.175 0.12
646 36.10
Say 37.00
3 Sunshades
W1 17 2.100 35.70
W2 150 1.800 270.00
W3 8 1.500 12.00
W4 48 1.200 57.600
V1 4 2.100 8.40
V2 1 1.800 1.80
V3 44 1.500 66.00
451.50
Say 452.00
4 Sill slabs
W1 17 2.100 0.230 0.050 0.41
W2 150 1.800 0.230 0.050 3.11
W3 8 1.500 0.230 0.050 0.14
W4 48 1.200 0.230 0.050 0.66
V1 4 2.100 0.230 0.050 0.10
V2 1 1.800 0.230 0.050 0.02
V3 44 1.500 0.230 0.050 0.76
5.19
Say 6.00
5 RCC M20 grade mix
a Platforms
Block-A4
Nurse station 2 5.880 0.600 7.06
Block-B4
Public toilets platforms Female 1 2.100 0.600 1.26
Public toilets platforms male 1 3.000 0.600 1.80
Reception 1 3.225 0.600 1.94
hand wash in Toilets 1 2.630 0.600 1.58
Medicine Dispensary 1 2.200 0.600 1.32
Reception 1 10.200 0.600 6.12
Public Toilet F & M Near Lift 2 4.500 0.600 5.40
Block-C4
Library / Seminar 2 12.135 0.600 14.56
Reception 1 10.200 0.600 6.12
toilets 3 1.000 0.600 1.80
Clean utility 2 2.150 0.600 2.58
Pantry 2 3.400 0.600 4.08
Block-D4
Nurse station 1 2.510 0.600 1.51
Nursing station 1 6.825 0.600 4.10
Block E4
Library / Seminar 2 12.135 0.600 14.56
toilets 3 1.000 0.600 1.80
Clean utility 2 2.150 0.600 2.58
Pantry 2 3.400 0.600 4.08
Clericals 2 6.200 0.600 7.44
Clericals 1 1.650 0.600 0.99
Clericals 1 4.790 0.600 2.87
Block F4
Nurses station 2 5.800 0.600 6.96
Nurses station 2 5.800 0.600 6.96
Surgeon & nurses Change(m & f) 4 7.415 0.600 17.80
Public Toilet 2 4.170 0.600 5.00
162.79
Say 163.00
b Loft
Block-A4
Nurse Duty Room 1 2.400 0.600 1.44
Store 1 2.400 0.600 1.44
Vestibule (typ) 2 3.000 0.600 3.60
Mechanical 1 5.400 0.600 3.24
Store (typ) 2 3.000 0.600 3.60
Block-B4
Dental Surgery Room 2 3.600 0.600 4.32
Student Duty Room (typ) 4 3.200 0.600 7.68
Nurse Duty Room 2 2.900 0.600 3.48
Treatment Dirty utility & Pantrey 3 1.500 0.600 2.70
Dental Lab 1 7.000 0.600 4.20
Dental Chair 3 1.500 0.600 2.70
Medical Store 1 3.000 0.600 1.80
Block-C4
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Block-D4
Clean & Dirty Utility 2 1.500 0.600 1.80
Isolation Nurse duty Anteroom 3 3.000 0.600 5.40
Block-E4
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Block-F4
Sterile store Room (typ) 5 3.500 0.600 10.50
Technicians 1 3.500 0.600 2.10
Pantry Loungue TO Anesthetist (typ) 9 3.500 0.600 18.90
Clean utility,store,Nurse Duty Room 3 3.000 0.600 5.40
126.36
Say 127.00

Say 290.00
c Racks
Block-A4
Nurse Duty Room 3 1 2.400 0.450 3.24
Store 3 1 2.400 0.450 3.24
Vestibule (typ) 3 2 3.000 0.450 8.10
Mechanical 3 1 5.400 0.450 7.29
Store (typ) 3 2 3.000 0.450 8.10
Block-B4
Dental Surgery Room 3 2 3.600 0.450 9.72
Student Duty Room (typ) 3 4 3.200 0.450 17.28
Nurse Duty Room 3 2 2.900 0.450 7.83
Treatment Dirty utility & Pantrey 3 3 1.500 0.450 6.08
Dental Lab 3 1 7.000 0.450 9.45
Dental Chair 3 3 1.500 0.450 6.08
Medical Store 3 1 3.000 0.450 4.05
Injection Rooms 3 2 3.000 0.450 8.10
Block-C4
Class Staff Room 3 1 2.450 0.450 3.31
Store 3 1 2.150 0.450 2.90
Staff Room 3 1 2.450 0.450 3.31
Demo Room 3 1 5.000 0.450 6.75
Duty Rooms 3 8 2.500 0.450 27.00
Block-D4
Clean & Dirty Utility 3 2 1.500 0.450 4.05
Isolation Nurse duty Anteroom 3 3 3.000 0.450 12.15
Block-E4
Class Staff Room 3 1 2.450 0.450 3.31
Store 3 1 2.150 0.450 2.90
Staff Room 3 1 2.450 0.450 3.31
Demo Room 3 1 5.000 0.450 6.75
Duty Rooms 3 8 2.500 0.450 27.00
Block-F4
Sterile store Room (typ) 3 5 3.500 0.450 23.63
Technicians 3 1 3.500 0.450 4.73
Pantry Loungue TO Anesthetist (typ) 3 9 3.500 0.450 42.53
Clean utility,store,Nurse Duty Room 3 3 3.000 0.450 12.15
284.31
Say 285.00

under lintels
D1 2 4 0.300 0.225 0.150 0.08
D2 2 20 0.300 0.225 0.150 0.41
D3 2 10 0.300 0.225 0.150 0.20
D4 2 75 0.300 0.225 0.150 1.52
D6 2 11 0.300 0.225 0.150 0.22
ALD4 2 4 0.300 0.225 0.150 0.08
ALD5 2 4 0.300 0.225 0.150 0.08
FD1 2 11 0.300 0.225 0.150 0.22
FD2 2 5 0.300 0.225 0.150 0.10
Lift door 2 10 0.300 0.225 0.150 0.20
W1 2 21 0.300 0.225 0.150 0.43
W2 2 175 0.300 0.225 0.150 3.54
W3 2 6 0.300 0.225 0.150 0.12
W4 2 48 0.300 0.225 0.150 0.97
V1 2 4 0.300 0.225 0.150 0.08
V1 2 1 0.300 0.225 0.150 0.02
V3 2 40 0.300 0.225 0.150 0.81
D1 2 2 0.300 0.100 0.150 0.02
D3 2 11 0.300 0.100 0.150 0.10
D4 2 55 0.300 0.100 0.150 0.50
D5 2 32 0.300 0.100 0.150 0.29
D6 2 89 0.300 0.100 0.150 0.80
ALD4 2 1 0.300 0.100 0.150 0.01
ALD5 2 1 0.300 0.100 0.150 0.01
W3 2 2 0.300 0.100 0.150 0.02
V3 2 4 0.300 0.100 0.150 0.04
Hold fast
D1 6 4 0.230 0.225 0.150 0.19
D2 6 20 0.230 0.225 0.150 0.93
D3 6 10 0.230 0.225 0.150 0.47
D4 6 75 0.230 0.225 0.150 3.49
D6 6 11 0.230 0.225 0.150 0.51
ALD4 6 4 0.230 0.225 0.150 0.19
ALD5 6 4 0.230 0.225 0.150 0.19
FD1 6 11 0.230 0.225 0.150 0.51
FD2 6 5 0.230 0.225 0.150 0.23
Lift door 6 10 0.230 0.225 0.150 0.47
W1 4 21 0.230 0.225 0.150 0.65
W2 4 175 0.230 0.225 0.150 5.43
W3 4 6 0.230 0.225 0.150 0.19
W4 4 48 0.230 0.225 0.150 1.49
V1 2 4 0.230 0.225 0.150 0.06
V2 2 1 0.230 0.225 0.150 0.02
V3 2 40 0.230 0.225 0.150 0.62
D1 6 2 0.230 0.100 0.150 0.04
D3 6 11 0.230 0.100 0.150 0.23
D4 6 55 0.230 0.100 0.150 1.14
D5 6 32 0.230 0.100 0.150 0.66
D6 6 89 0.230 0.100 0.150 1.84
ALD4 6 1 0.230 0.100 0.150 0.02
ALD5 6 1 0.230 0.100 0.150 0.02
W3 4 2 0.230 0.100 0.150 0.03
V3 2 4 0.230 0.100 0.150 0.03
30.51
Say 31.00
7 PCC for Steps

8.19
Say 9.00

BLOCK A4
Horizontals
RICU 10 bed wall-V 3 35.802 0.225 3.450 83.374
RICU 10 bed wall-h 2 13.842 0.225 3.450 21.490
Ded for col C7 -4 1.200 0.225 3.450 -3.726
Ded for col C4 -2 0.450 0.225 3.450 -0.699
open to sky wall-v typ 4 22.900 0.225 3.450 71.105
open to sky wall-H typ 2 13.842 0.225 3.450 21.490
opn to sky L wal atchd.to block-B-H typ 1 19.347 0.225 3.550 15.453
opn to sky S wal atchd.to block-B-H typ 1 14.950 0.225 3.550 11.941
Ded for col C1A -2 0.600 0.225 3.450 -0.932
Ded for col C2 -4 0.750 0.225 3.450 -2.329
Ded for col C3 -9 0.900 0.225 3.450 -6.288
Ded for col C7 -1 1.200 0.225 3.450 -0.932
BLOCK B4
Dental chair room typ-H 6 5.401 0.225 3.550 25.884
Model section wall-H typ 5 4.804 0.225 3.550 19.186
Open to sky wall-V 20.6X9.95 typ 3 20.149 0.225 3.550 48.282
Open to sky wall-H 20.6X9.95 typ 2 21.200 0.225 3.550 33.867
Non teaching staff room wall-V typ 5 4.000 0.225 3.550 15.975
Medicine dispensing & Lift wall-V typ 4 5.750 0.225 3.550 18.371
Ded for col C2 -30 0.750 0.225 3.450 -17.466
Demo to Clinical side room wall-V typ 11 5.000 0.225 3.550 43.931
Pub.toil. to Clinical side room wall-H typ 2 35.528 0.225 3.450 55.157
public toil.M&F wall-V 2 4.440 0.225 3.550 7.093
Toilet wall-V 2 7.575 0.225 3.550 12.101
Toilet wall-H 1 4.520 0.225 3.550 3.610
G-store in vestibular room wal-H 1 4.700 0.225 4.050 4.283
G-store in vestibular room wal-V 1 3.000 0.225 4.050 2.734
Ded for col C2 -11 0.750 0.225 3.450 -6.404
Treatment room wall-H 2 2.800 0.225 4.050 5.103
Treatment room wall-V 2 4.900 0.225 3.450 7.607
Equipment room wall-H 1 3.100 0.225 3.450 2.406
Nurse duty room wall-H 2 4.628 0.225 3.550 7.393
Ded for col -3 0.750 0.225 3.550 -1.797
OPTHAL(30) beds wall-H 1 18.498 0.225 3.550 14.775
ded of col C2 -3 0.750 0.225 3.550 -1.797
3.6M wide corri. Wall-V 1 3.800 0.225 3.550 3.035
3.6M wide corri.Wall-H upto inject. Room 1 22.874 0.225 3.550 18.271
Ded for col C2 -6 0.750 0.225 3.550 -3.594
Injection room wall-V typ 4 5.538 0.225 3.550 17.694
Injection room wall-H typ 2 16.460 0.225 3.450 25.554
Injet.& shaft room wall-V shoter 2 3.483 0.225 4.050 6.348
PHC toil. Wall-H 2 2.200 0.225 3.550 3.515
PHC toil. Wall-V 2 1.700 0.225 3.450 2.639
Lift& stair case wall-H typ 3 9.862 0.225 3.550 23.632
Lift& stair case wall-V typ 2 11.140 0.225 3.550 17.796
Wall b/w lifts-H 1 3.000 0.225 3.550 2.396
Ded for col C2 -11 0.750 0.225 3.450 -6.404
BLOCK C4
Toilet-H 5 5.755 0.225 3.550 22.984
Horizontal 2 41.250 0.225 3.450 64.041
Ded for col -12 0.600 0.225 3.550 -5.751
Open to sky-H 2 30.950 0.225 3.550 49.443
Open to sky-V 2 6.760 0.225 3.550 10.799
Ded for col -10 0.750 0.225 3.550 -5.991
Ded for col -2 0.750 0.225 3.550 -1.198
Associate Room 2 3.800 0.225 3.450 5.900
Demo To Residents Doc 2 17.010 0.225 3.550 27.173
Nurse to Male attendent 2 13.420 0.225 3.550 21.438
Student duty Room(typ)-V 4 3.900 0.225 3.550 12.461
Staff Room 1 5.000 0.225 4.050 4.556
Library Seminar Room 4 6.750 0.225 3.550 21.566
Ded for col -8 0.600 0.225 3.550 -3.834
Staff Toilets 2 2.900 0.225 3.550 4.633
Staff Toilets 2 5.395 0.225 3.550 8.619
Asst prof-H 1 4.000 0.225 3.550 3.195
Lift Wall 2 2.400 0.225 3.550 3.834
Clean utility V 4 2.150 0.225 3.550 6.869
Toilet V 12 7.400 0.225 3.550 70.929
Ded for col -24 0.600 0.225 3.550 -11.502
Vertical 2 16.310 0.225 3.550 26.055
Ded for col -6 0.600 0.225 3.550 -2.876
Vertical 1 38.000 0.225 3.550 30.353
Ded for col -8 0.600 0.225 3.550 -3.834
Demo To Elec room 2 16.310 0.225 3.550 26.055
Ded for col -4 0.600 0.225 3.550 -1.917
Connecting Corridor walls 2 3.400 0.225 3.550 5.432
Duct In staircase 1 3.800 0.225 3.550 3.035
Block-D4
Horizontal 2 35.770 0.225 3.550 57.143
Ded for col -14 0.600 0.225 3.550 -6.710
Vertical 2 38.200 0.225 3.550 61.025
Ded for col -14 0.600 0.225 3.550 -6.710
Elec Room-H 1 4.005 0.225 3.550 3.199
Terrace Open to Sky 1 17.250 0.225 3.550 13.778
Terrace Open to Sky-V 1 7.695 0.225 3.550 6.146
Cut out 3 sides 1 27.800 0.225 3.550 22.205
Toilet Wall H 2 4.645 0.225 3.550 7.420
Medication 2 2.700 0.225 3.550 4.313
Procedure V 1 19.275 0.225 3.550 15.396
Procedure H 1 7.145 0.225 3.550 5.707
Staircase-H 1 6.300 0.225 3.550 5.032
Staircase-V 1 8.525 0.225 3.550 6.809
Medical Records 1 12.775 0.225 3.550 10.204
Deductr columns -3 0.600 0.225 3.550 -1.438
Waiting Area H 1 4.200 0.225 3.550 3.355
Corridor wall 2 3.400 0.225 3.550 5.432
Block-E4
Toilet-H 6 5.755 0.225 3.550 27.581
Horizontal 2 41.250 0.225 3.450 64.041
Ded for col -12 0.600 0.225 3.550 -5.751
Open to sky-H 2 30.950 0.225 3.550 49.443
Open to sky-V 2 6.760 0.225 3.550 10.799
Ded for col -10 0.750 0.225 3.550 -5.991
Ded for col -2 0.750 0.225 3.550 -1.198
Associate Room 2 3.800 0.225 3.450 5.900
Staff Room 1 5.000 0.225 4.050 4.556
Lift Wall 2 2.400 0.225 3.550 3.834
Clean utility V 4 2.150 0.225 3.550 6.869
Toilet V 12 7.400 0.225 3.550 70.929
Ded for col -24 0.600 0.225 3.550 -11.502
Vertical 2 16.310 0.225 3.550 26.055
Ded for col -6 0.600 0.225 3.550 -2.876
Vertical 1 38.000 0.225 3.550 30.353
Ded for col -8 0.600 0.225 3.550 -3.834
Demo To Elec room 2 16.310 0.225 3.550 26.055
Ded for col -4 0.600 0.225 3.550 -1.917
Block F4
Stair case&Lift wall-H typ 1 3 9.086 0.225 3.550 21.772
Stair case&Lift wall-V typ 1 2 10.900 0.225 3.550 17.413
Lwall b/w lifts-H 1 1 3.000 0.225 3.550 2.396
Lwall b/w lifts-V 1 1 5.396 0.225 3.550 4.310
public toil.M&F Longer wall-V 1 2 7.068 0.225 3.550 11.291
public toil.M&F Shoter wall-V 1 2 5.540 0.225 3.550 8.850
public toil.M&F wall-H 1 1 8.533 0.225 3.550 6.816
2.5M wide corri. Wall-H 1 1 31.619 0.225 3.550 25.256
2.5M wide corri. Wall-V 1 1 2.500 0.225 3.550 1.997
E-Gallery for students wall-H 1 2 8.024 0.225 3.550 12.818
E-Gallery for students wall-v 1 1 5.781 0.225 3.550 4.618
O.T entry lobby-H 1 2 10.394 0.225 3.550 16.604
O.T entry lobby-V 1 2 5.566 0.225 3.550 8.892
Open to sky wall-H 1 2 12.792 0.225 3.550 20.435
Pantry lounge wall-H typ 1 4 4.200 0.225 3.550 13.419
Pantry lounge wall-V typ 1 1 10.376 0.225 4.050 9.455
Surgeon's room wall-V typ 1 3 3.300 0.225 3.450 7.685
Surgeon's room wall-H 1 1 3.100 0.225 3.550 2.476
ELE&Dirty utility room wall-V typ 1 2 3.845 0.225 3.450 5.969
ELE&Dirty utility room wall-h typ 1 1 5.194 0.225 4.050 4.733
Anesthetisia&Equipment store wall-H 1 1 7.600 0.225 3.550 6.071
wall from Staircase to Trolley bay 1 1 43.180 0.225 3.550 34.490
Equipment&Sterile package wall-V 1 1 11.104 0.225 3.550 8.869
Pre post OP 14&7 Beds long wall-H 1 1 37.200 0.225 3.550 29.714
patient attendant waiting wall-H 1 1 8.800 0.225 3.550 7.029
Stair case&Duct wall-h typ 1 4 5.100 0.225 3.550 16.295
Stair case wall-V typ 1 2 8.135 0.225 3.450 12.630
Outer wall Doctor's off.--Lift's-V typ 1 2 26.850 0.225 3.450 41.685
Lift wall shorter-V 1 1 5.700 0.225 3.550 4.553
Lift wall shorter-h 1 2 2.450 0.225 3.550 3.914
OT-1 to OT-7 wall-V typ 1 8 6.300 0.225 3.450 39.123
OT-1 to OT-7 wall-H typ 1 2 54.490 0.225 4.050 99.308
Horizontals 1 1 54.490 0.225 3.550 43.524
Connc. Corridor -V 1 1 3.600 0.225 3.550 2.876
Ded for col C3 1 -11 0.900 0.225 3.550 -7.908
RAMP
Horizontal 1 5.560 0.225 3.800 4.75
Vertical 2 35.450 0.225 3.800 60.62
Deductions
D1 -4 1.800 0.225 2.600 -4.21
D2 -20 1.500 0.225 2.600 -17.55
D3 -10 1.200 0.225 2.600 -7.02
D4 -75 1.000 0.225 2.600 -43.88
D5 0 0.900 0.225 2.100 0.00
D6 -11 0.800 0.225 2.100 -4.16
ALD4 -4 1.000 0.225 2.600 -2.34
ALD5 -4 0.900 0.225 2.600 -2.11
FD1 -11 2.000 0.225 2.100 -10.40
FD2 -5 1.500 0.225 2.100 -3.54
Lift door -10 1.200 0.225 2.100 -5.67
W1 -21 1.800 0.225 1.700 -14.46
W2 -175 1.500 0.225 1.700 -100.41
W3 -6 1.200 0.225 1.700 -2.75
W4 -48 0.900 0.225 1.700 -16.52
V1 -4 1.800 0.225 0.500 -0.81
V2 -1 1.500 0.225 0.500 -0.17
V3 -40 1.200 0.225 0.500 -5.40
Lintels
D1 -4 2.260 0.225 0.175 -0.36
D2 -20 1.960 0.225 0.175 -1.54
D3 -10 1.660 0.225 0.175 -0.65
D4 -75 1.460 0.225 0.175 -4.31
D5 0 1.360 0.225 0.175 0.00
D6 -11 1.260 0.225 0.175 -0.55
ALD4 -4 1.460 0.225 0.175 -0.23
ALD5 -4 1.360 0.225 0.175 -0.21
FD1 -11 2.460 0.225 0.175 -1.07
FD2 -5 1.960 0.225 0.175 -0.39
Lift door -10 1.660 0.225 0.175 -0.65
W1 -21 2.260 0.225 0.175 -1.87
W2 -175 1.960 0.225 0.175 -13.51
W3 -6 1.660 0.225 0.175 -0.39
W4 -48 1.360 0.225 0.175 -2.57
V1 -4 2.260 0.225 0.175 -0.36
V1 -1 1.960 0.225 0.175 -0.08
V3 -40 1.660 0.225 0.175 -2.61
1925.42
Say 1926.00

BLOCK A4
Dirty utility&Vestibule wall-V typ 1 4 3.500 4.050 56.700
Dirty utility&Vestibule wall-H typ 1 2 5.900 4.050 47.790
Mechanical room wall-H 1 1 5.500 4.050 22.275
Mechanical room wall-V 1 1 5.210 4.050 21.101
Patient--Nurse duty room toil.wall-H 1 8 3.000 4.050 97.200
Patient--Nurse duty room toil.wall-V 1 1 8.950 4.050 36.248
Clean utility-H typ 1 2 3.000 4.050 24.300
Clean utility-V typ 1 2 2.400 4.050 19.440
Duct in nurse duty room-V typ 1 2 0.675 4.050 5.468
DED op[0f col C7 1 -2 1.200 3.450 -8.280
BLOCK B4
Dental chair-1Washing and
decontamination room wall-V 2
1 15.500 3.550 110.050
Prof/HOD room toil. Wall-H 1 1 2.800 4.050 11.340
Prof/HOD room toil. Wall-V 1 1 1.350 4.050 5.468
Demo-- ELE room wall-H 1 1 15.400 4.050 62.370
Public toil.M&F wall-H 2 2 1.500 2.100 12.600
Public toil.M&F wall-V 2 2 1.000 2.100 8.400
Jan walls -H 2 1 0.600 4.050 4.860
Jan walls -V 2 1 1.440 4.050 11.664
PHC & Male tol. Urinals wall-V 2 1 2.040 4.050 16.524
Toilet beside clinical rom Long wall-H 1 1 4.520 3.550 16.046
WC's -H typ 1 9 1.465 2.100 27.689
WC's -V typ 1 9 1.050 2.100 19.845
Pantry& Utility wall-H 1 2 2.800 4.050 22.680
Pantry& Utility wall-V 1 1 4.600 4.050 18.630
Treatment &Nurse duty room wall-V 1 3 5.250 4.050 63.788
Equipment room wall-H 1 1 3.108 4.050 12.587
OPTHAL(30) beds wall-H 1 1 12.303 4.050 49.827
OPTHAL(30) beds wall-V 1 1 12.193 3.450 42.066
Toil. In nurse duty room wall-H 1 1 1.500 4.050 6.075
Toil. In nurse duty room wall-V 1 1 1.130 4.050 4.577
Public toil.-F wall-V 1 3 1.500 2.100 9.450
Public toil.-F wall-H 1 3 1.000 2.100 6.300
Public toil.-M wall-V 1 3 1.000 2.100 6.300
Public toil.-M wall-H 1 3 1.500 2.100 9.450
Urinals in Public toil.-M wall-V 1 1 2.000 2.100 4.200
BLOCK C4
Staff toil. Wall-V 1 1.500 4.050 6.08
PHC. Wall-V 1 3.266 3.450 11.27
Ded of col C2 -2 0.750 3.450 -5.18
PHC&JAN wall-H typ 3 2.954 3.550 31.46
Jan wall-V 1 1.500 4.050 6.08
Male toil. Wall-H 1 4.686 4.050 18.98
Deduct columns C2 -3 0.750 3.550 -7.99
BLOCK D4
Patient toil. Typ-H 2 4.700 3.550 33.37
Patient toil. Typ-V 1 2.035 4.050 8.24
Entrance wall-H 2 2.900 3.550 20.59
Entrance wall-V 2 2.546 3.550 18.08
DU rom wall-H 1 2.798 4.050 11.33
ANTE room&Toil.wall-V 1 5.490 4.050 22.23
ANTE room&Toil.wall-H 2 2.880 4.050 23.33
Isolation longer wall-V 1 11.213 3.550 39.81
Isolation wall-H 2 3.600 4.050 29.16
Dirty utility wall-H typ 3 1.900 3.550 20.24
Dirty utility wall-V Longer 1 7.318 4.050 29.64
Clean utility&Store wall-H typ 3 3.500 3.550 37.28
Clean utility&Store wall-V 1 6.000 4.050 24.30
Medical records longer wall-V 1 18.635 3.550 66.15
DED of col C2 -2 0.750 3.550 -5.33
DED of col C1A -2 0.600 3.550 -4.26
Clean utility&Dirty utility wall-H 2 4.960 4.050 40.18
Clean utility&Dirty utility wall-V 2 3.000 4.050 24.30
CH.&Toil. Rom wall-H 1 1.450 4.050 5.87
CH.&Toil. Rom wall-V 1 3.249 4.050 13.16
BLOCK E4
Staff toil. Wall-V 1 1.500 4.050 6.08
PHC. Wall-V 1 3.266 3.450 11.27
Ded of col C2 -2 0.750 3.450 -5.18
PHC&JAN wall-H typ 3 2.954 3.550 31.46
Jan wall-V 1 1.500 4.050 6.08
Male toil. Wall-H 1 4.686 4.050 18.98
Deduct columns C2 -3 0.750 3.550 -7.99
Block-F5
short walls of PUB Toilet M&F -V 8 1.500 2.100 25.20
short walls of PUB Toilet M&F -H 6 1.000 2.100 12.60
PHC&Urinals wal-V 3 2.040 2.100 12.85
DW wall-H 1 0.750 2.100 1.58
dirty utility wall-V 1 3.845 4.050 15.57
Nurse duty &Store rom wall-H typ 2 3.000 4.050 24.30
Nurse duty &Store rom wall-v typ 2 6.201 4.050 50.23
Clean utility-H 2 4.350 3.550 30.89
Clean utility-V 2 4.410 3.550 31.31
Anesthesia&T.S.S.U room wall-H 2 7.600 3.550 53.96
Anesthesia&T.S.S.U room wall-V 1 10.904 3.550 38.71
Wall B/W Blood bank&Sterile package 1 3.000 4.050 12.15
O.T matron control room wall-H 1 2.700 3.550 9.59
O.T matron control room wall-V 2 3.480 3.450 24.01
Technicians--Surgeon rom wall-H 5 4.940 3.550 87.69
Technicians--Surgeon rom wall-V 1 19.880 3.450 68.59
Technicians--Surgeon rom wall-V 1 19.880 3.550 70.57
Doctor off.--Sterile store wall-H typ 4 5.187 3.550 73.66
Doctor off.--Sterile store wall-V typ 1 18.747 3.450 64.68
House keeping toil.-h 1 1.750 4.050 7.09
House keeping toil.-v 1 1.750 4.050 7.09
Ded of col C3 -3 0.900 3.450 -9.32
Platform Walls 114 0.600 0.900 61.56
Cupboard wall 144 0.600 2.100 181.44
Deductions
D1 -2 1.800 2.600 -9.36
D3 -11 1.200 2.600 -34.32
D4 -55 1.000 2.600 -143.00
D5 -32 0.900 2.100 -60.48
D6 -89 0.800 2.100 -149.52
ALD4 -1 1.500 2.600 -3.90
ALD5 -1 0.900 2.600 -2.34
W3 -2 1.200 1.700 -4.08
V3 -4 1.200 0.500 -2.40
Lintels
D1 -2 2.260 0.175 -0.79
D3 -11 1.660 0.175 -3.20
D4 -55 1.460 0.175 -14.05
D5 -32 1.360 0.175 -7.62
D6 -89 1.260 0.175 -19.62
ALD4 -1 1.960 0.175 -0.34
ALD5 -1 1.360 0.175 -0.24
W3 -2 1.660 0.175 -0.58
V3 -4 1.660 0.175 -1.16
3140.62
Say 3141.00
8 TMT STEEL
Lintels 37.0 80.000 Kgs/Cum 2960.00
Shelves 284.31 0.025 80.000 Kgs/Cum 568.62
Sillslab 5.192 80.000 Kgs/Cum 415.38
625201.41
Say 625.20
9 Mild Steel
RBM 3140.6 2.000 Kgs/Sqm 6281.25
6295.17
Say 6.30

Flooring 128.00
9292.08
Say 9293.00

Block A4
Nurse duty Room 2 10.800 4.050 87.48
Store Room 2 10.800 4.050 87.48
Clean Utility 2 10.800 4.050 87.48
Vestibule 2 14.400 4.050 116.64
Dirty utility 2 11.200 4.050 90.72
Mechanical 1 21.800 4.050 88.29
Block B4
Dental Chair-123 3 16.400 4.050 199.26
Washing An Decontamination 1 16.400 4.050 66.42
OPG Room 1 17.520 4.050 70.96
Model Section 1 15.400 4.050 62.37
Dental & Metal Wax 1 25.800 4.050 104.49
Dental Hygenist 1 16.400 4.050 66.42
Prof Hod 1 18.300 4.050 74.12
Demo Room 1 22.100 4.050 89.51
Denatl Surgrey 1 17.200 4.050 69.66
Exam Room1 1 17.000 4.050 68.85
Elec Room 1 16.200 4.050 65.61
G store 1 15.400 4.050 62.37
Vestibular Room 1 15.000 4.050 60.75
Student duty Room (typ) 4 16.290 4.050 263.90
Non Teaching Staff 3 14.000 4.050 170.10
G Store 1 11.600 4.050 46.98
Nurse duty Room 1 18.830 4.050 76.26
Equipment store 1 12.460 4.050 50.46
Treatment Room 1 14.870 4.050 60.22
Dirty Utility & Pantry 1 9.800 4.050 39.69
Medicine Store 1 9.600 4.050 38.88
Injection Rooms 2 10.800 4.050 87.48
Opthal 30 Bed 2 42.990 4.050 348.22
Block C4
Library / Seminar 1 22.390 4.050 90.68
Asst prof 1 14.200 4.050 57.51
Asst prof 1 13.800 4.050 55.89
Asst prof Offset 1 7.500 4.050 30.38
Asst Prof 1 21.550 4.050 87.28
Asst prof Offset 1 5.390 4.050 21.83
Prof 1 17.000 4.050 68.85
Library / Seminar 1 22.390 4.050 90.68
Asst prof 1 14.200 4.050 57.51
Asst Prof 1 22.600 4.050 91.53
Lab technician 1 12.000 4.050 48.60
Security 1 11.800 4.050 47.79
Electrical Room 1 17.400 4.050 70.47
Staff Room 1 14.910 4.050 60.39
Dirty Utility 1 10.800 4.050 43.74
Demo Room 1 22.710 4.050 91.98
Class Staff Room 1 15.200 4.050 61.56
Store Room 1 11.410 4.050 46.21
Treatment Room 2 13.800 4.050 111.78
Duty Nurse Room 2 13.300 4.050 107.73
Clean Utility 2 14.040 4.050 113.72
Equipment 2 12.420 4.050 100.60
Pantry 2 12.400 4.050 100.44
Block D4
Electrical Room 1 12.750 4.050 51.64
Store Rom 1 12.350 4.050 50.02
DJ 1 11.600 4.050 46.98
Isolation 1 13.170 4.050 53.34
Nurse duty Room 1 13.000 4.050 52.65
Dirty Utility 1 8.400 4.050 34.02
Store & Clean utility 1 13.130 4.050 53.18
Medical Records 1 59.720 4.050 241.87
AhU 1 26.710 4.050 108.18
Procedure Room 1 23.440 4.050 94.93
Clean & Dirty utility 2 10.630 4.050 86.10
Medication office 1 10.000 4.050 40.50
in front of dirty Utility 1 17.830 4.050 72.21
Beside Clean Utility 1 10.460 4.050 42.36
Endoscopy nurse station 1 31.090 4.050 125.91
Block E4
Asst prof 1 14.200 4.050 57.51
Lab technician 1 12.000 4.050 48.60
Security 1 11.800 4.050 47.79
Electrical Room 1 13.700 4.050 55.49
Demo Room 1 18.610 4.050 75.37
Dirty Utility 1 10.800 4.050 43.74
Demo Room 1 22.710 4.050 91.98
Class Staff Room 1 15.200 4.050 61.56
Elec Room 1 11.410 4.050 46.21
Treatment Room 2 13.800 4.050 111.78
Duty Nurse Room 2 13.300 4.050 107.73
Clean Utility 2 14.040 4.050 113.72
Equipment 2 12.420 4.050 100.60
Pantry 2 12.400 4.050 100.44
Block F4
Sterile store 1 17.460 4.050 70.71
Residents Office 1 17.230 4.050 69.78
Medical Store 1 16.490 4.050 66.78
House Keeping 1 20.230 4.050 81.93
Doctors Office 1 16.430 4.050 66.54
Surgeon Change 7 nurses change 4 18.490 4.050 299.54
Technician 1 18.090 4.050 73.26
Qt Marathon Control office 1 12.360 4.050 50.06
in front Qt Marathon Control office 1 15.652 4.050 63.39
Pantry Lounge 1 15.400 4.050 62.37
Anesthicist 1 14.690 4.050 59.49
Nurse Lounge 1 15.060 4.050 60.99
Surgeons Office 1 12.860 4.050 52.08
Anesthicist 1 15.910 4.050 64.44
Equipment Store 1 14.910 4.050 60.39
Blood Blank 1 12.550 4.050 50.83
Sterile Packing 1 12.550 4.050 50.83
TSSU 1 22.500 4.050 91.13
Clean Utility 1 16.970 4.050 68.73
Store 1 12.000 4.050 48.60
Nurse Duty Room 1 12.000 4.050 48.60
Dirty Utility 1 10.580 4.050 42.85
Electrical Room 1 13.190 4.050 53.42
OT Entry 1 31.922 4.050 129.28
Store Offset 1 19.400 4.050 78.57
Block A4
Patient Toilet 2 10.800 4.050 87.48
Attached toilet 2 7.100 4.050 57.51
Block B4
Lobby 1 1.350 4.050 5.47
Hand Wash Area 1 0.700 4.050 2.84
Janitors room 1 4.280 4.050 17.33
Wcs 2 5.000 4.050 40.50
Lobby 1 6.940 4.050 28.11
Hand Wash Area 1 1.400 4.050 5.67
Janitors room 1 3.680 4.050 14.90
Wcs 2 5.000 4.050 40.50
Urinals Area 1 3.540 4.050 14.34
Service Staff 1 10.380 4.050 42.04
Toilet in Duty Nurse 1 5.530 4.050 22.40
Lobby 1 6.050 4.050 24.50
Hand Wash Area 1 12.720 4.050 51.52
Wcs 3 5.000 4.050 60.75
Lobby 1 3.230 4.050 13.08
Hand Wash Area 1 6.090 4.050 24.66
Wcs 3 5.000 4.050 60.75
Urinals Area 1 7.080 4.050 28.67
Toilet Block 4.050 0.00
Toilet Block hand wash 1 2.628 4.050 10.64
Lobby 1 3.055 4.050 12.37
In front of Wcs 1 11.120 4.050 45.04
Wcs 5 4.800 4.050 97.20
Baths 4 4.800 4.050 77.76
Block C4
Female toilet
Lobby 1 4.550 4.050 18.43
WCs 5 4.720 4.050 95.58
Baths 4 4.800 4.050 77.76
Hand Wash Area 1 4.675 4.050 18.93
Staff Toilet 1 6.800 4.050 27.54
Janitors room 2 4.600 4.050 37.26
Male toilet
Lobby 1 8.245 4.050 33.39
WCs 5 4.720 4.050 95.58
Baths 4 4.800 4.050 77.76
Urinal Area 1 5.170 4.050 20.94
Proffesor 2 5.990 4.050 48.52
Staff Toilet (M) 1 7.190 4.050 29.12
Staff Toilet (M) 1 4.890 4.050 19.80
Staff Toilet (F) 1 6.900 4.050 27.95
Staff Toilet (F) 1 4.890 4.050 19.80
Service Shaft 2 17.800 4.050 144.18
Block D4
Patient Toilet 2 9.340 4.050 75.65
Toilet 1 4.980 4.050 20.17
CH room 1 4.980 4.050 20.17
In front of toilt 1 12.290 4.050 49.77
Beside patient toilet 1 10.200 4.050 41.31
Block E4
Female toilet
Lobby 1 4.550 4.050 18.43
WCs 5 4.720 4.050 95.58
Baths 4 4.800 4.050 77.76
Hand Wash Area 1 4.675 4.050 18.93
Staff Toilet 1 6.800 4.050 27.54
Janitors room 2 4.600 4.050 37.26
Male toilet
Lobby 1 8.245 4.050 33.39
WCs 5 4.720 4.050 95.58
Baths 4 4.800 4.050 77.76
Urinal Area 1 5.170 4.050 20.94
Service Shaft 2 17.800 4.050 144.18
Block F4
Houekeeping Toilet 1 7.000 4.050 28.35
Toilet in changing 4 6.750 4.050 109.35
Lobby 1 7.712 4.050 31.23
Wcs 3 5.000 4.050 60.75
Lobby 1 14.280 4.050 57.83
Wcs 3 5.000 4.050 60.75
Urinals Area 1 3.540 4.050 14.34
DW 1 5.960 4.050 24.14
Service Shaft 1 17.800 4.050 72.09
1.8m Wide dirty corrdor back of OT 1 111.180 4.050 450.28
Block A4
4.5m Corrdor-H 1 158.820 4.050 643.22
2.45M wide Corridor 1 102.740 4.050 416.10
Lift Lobby 1 20.100 4.050 81.41
In front of E gallery 1 1.320 4.050 5.35
Patient Attending Ward 1 20.220 4.050 81.89
Block B4
3.6M Wide corridor H 1 110.000 4.050 445.50
Lift Lobby 1 21.500 4.050 87.08
Opthal 60 beds Corridor 1 18.300 4.050 74.12
In Front of Dirty Utility 1 9.250 4.050 37.46
In b/w treatment & equipment 1 9.250 4.050 37.46
1.8M wide Corridor-H 1 71.900 4.050 291.20
DW 1 1.200 4.050 4.86
Block C4
2.45M wide Corridor-H 2 82.500 4.050 668.25
2.45M wide Corridor-V 1 53.400 4.050 216.27
2.45M wide Corridor-V 1 65.870 4.050 266.77
Block D4
In front of AHU 1 9.375 4.050 37.97
Medication offset 1 3.940 4.050 15.96
In front of toilet 1 18.190 4.050 73.67
Electrical room front 1 17.500 4.050 70.88
Waiting Area 1 20.695 4.050 83.81
Block E4
2.45M wide Corridor-H 2 82.500 4.050 668.25
2.45M wide Corridor-V 1 53.400 4.050 216.27
2.45M wide Corridor-V 1 65.870 4.050 266.77
Block F4
Corridor infront of OT 1 112.300 4.050 454.82
1.8M wide corridor V 1 50.760 4.050 205.58
1.8M wide corridor V 1 43.400 4.050 175.77
Semi sterile corridor 1 15.460 4.050 62.61
In front of Lift 1 6.008 4.050 24.33
In front of Lift 1 14.750 4.050 59.74
Lifts Internal 6 9.600 4.050 233.28
Lifts Internal 4 10.800 4.050 174.96
Block B4
Burns 5 Bed 1 50.750 4.050 205.54
Ricu 10Bed 1 56.035 4.050 226.94
Block B4
Wards 6 beds 10 29.750 4.050 1204.88
Block C4
Wards 6 beds 10 29.750 4.050 1204.88
Block D4
SICU 1 81.600 4.050 330.48
Block E4
G Surgery Ward 1 67.920 4.050 275.08
Wards 6 beds 10 29.750 4.050 1204.88
Block-F4
Pre Post OP 1 56.772 4.050 229.93
Pre Post OP 1 73.440 4.050 297.43
Central Ramp
Ramp 1st & 3rd flight 2 71.230 4.050 576.96
Landings 1 10.240 4.050 41.47
Staircase
Stair case 5 26.252 4.050 531.60
Platform walls 54 0.600 0.900 29.16
Cupboard walls 144 0.600 2.100 181.44
Deductions
D1 -6 1.800 2.600 -28.080
D2 -20 1.500 2.600 -78.000
D3 -21 1.200 2.600 -65.520
D4 -130 1.000 2.600 -338.000
D5 -32 0.900 2.100 -60.480
D6 -100 0.800 2.100 -168.000
FD1 -11 2.000 2.100 -46.200
FD2 -5 1.500 2.100 -15.750
ALD4 -5 1.000 2.600 -13.000
ALD5 -5 0.900 2.600 -11.700
Lift door -10 1.200 2.100 -25.200
Toilets -1994.95
21952.74
Say 21953.00
Open To Sky 1 72.868 4.200 306.05
Open To Sky 1 80.490 4.200 338.06
Open To Sky 1 100.898 4.200 423.77
Open To Sky 1 39.700 4.200 166.74
Open To Sky 2 76.820 4.200 645.29
Open To Sky 1 34.589 4.200 145.27
For Elevation
elevation fins 254 0.600 4.200 640.08
elevation fins 26 0.600 4.200 65.52
Elevation columns
C1 30 1.413 4.200 178.04
C4 8 1.413 4.200 47.48
C5 3 1.884 4.200 23.74
C6 9 1.413 4.200 53.41
Deductions
W1 -21 1.800 1.700 -64.26
W2 -175 1.500 1.700 -446.25
W3 -8 1.200 1.700 -16.32
W4 -48 0.900 1.700 -73.44
V1 -4 1.800 0.500 -3.60
V2 -1 1.500 0.500 -0.75
V3 -44 1.200 0.500 -26.40
7593.37
Say 7594.00
11 Impervious coat For terrace

Terrace 1 35.795 7.975 285.465
285.465
Say 286.000
Bottom
BLOCK-C4 & E4
TOILET-1 2 4.800 8.130 78.048
TOILET-02 2 6.190 8.055 99.721
BLOCK-B4
TOILET-01 1 9.700 5.770 55.969
TOILET-02 1 8.290 5.685 47.129
TOILET-03 1 4.520 7.570 34.216
BLOCK-F4
TOILET-01 1 8.480 7.230 61.310
Alround
BLOCK-C4 & E4
TOILET-1 2 25.860 0.300 15.516
TOILET-02 2 28.490 0.300 17.094
BLOCK-B4
TOILET-01 1 30.940 0.300 9.282
TOILET-02 1 27.950 0.300 8.385
TOILET-03 1 24.180 0.300 7.254
BLOCK-F4
TOILET-01 1 31.420 0.300 9.426
443.35
Say 444.00
13 RCM Facia
6.96
Say 7.00

Block A4
Patient Toilet 2 3.000 2.400 14.400
Block B4
Lobby 1 1.350 4.240 5.724
Hand Wash Area 1 0.700 2.100 1.470
Janitors room 1 0.700 1.440 1.008
Wcs 2 1.000 1.500 3.000
Lobby 1 1.350 4.240 5.724
Hand Wash Area 1 0.700 3.000 2.100
Janitors room 1 0.700 1.140 0.798
Wcs 2 1.000 1.500 3.000
Urinals Area 1 1.500 2.040 3.060
Service Staff 1 0.750 4.440 3.330
Lobby 1 1.325 1.700 2.253
Hand Wash Area 1 4.560 1.800 8.208
Wcs 3 1.000 1.500 4.500
Lobby 1 1.350 1.880 2.538
Hand Wash Area 1 1.800 4.290 7.722
Wcs 3 1.000 1.500 4.500
Urinals Area 1 1.500 2.040 3.060
Toilet Block
Lobby 1 3.055 2.700 8.249
In front of Wcs 1 1.600 4.760 7.616
Wcs 5 1.350 1.050 7.088
Baths 4 1.350 1.050 5.670
Block C4
Female toilet
Lobby 1 1.550 3.040 4.712
WCs 5 1.350 1.010 6.818
Baths 4 1.350 1.050 5.670
Hand Wash Area 1 2.800 1.875 5.250
Staff Toilet 1 1.900 1.500 2.850
Janitors room 2 0.800 1.500 2.400
Male toilet
Lobby 1 4.440 1.915 8.503
WCs 5 1.350 1.010 6.818
Baths 4 1.350 1.050 5.670
Urinal Area 1 1.460 1.125 1.643
Proffesor 2 1.645 1.350 4.442
Staff Toilet (M) 1 2.395 1.200 2.874
Staff Toilet (M) 1 1.645 0.800 1.316
Staff Toilet (F) 1 1.450 2.000 2.900
Staff Toilet (F) 1 1.645 0.800 1.316
Service Shaft 2 1.200 7.700 18.480
Block D4
Patient Toilet 2 2.035 2.635 10.724
Toilet 1 1.350 1.140 1.539
CH room 1 1.350 1.140 1.539
In front of toilt 1 2.895 3.250 9.409
Block E4
Female toilet
Lobby 1 1.550 3.040 4.712
WCs 5 1.350 1.010 6.818
Baths 4 1.350 1.050 5.670
Hand Wash Area 1 2.800 1.875 5.250
Staff Toilet 1 1.900 1.500 2.850
Janitors room 2 0.800 1.500 2.400
Male toilet
Lobby 1 4.440 1.915 8.503
WCs 5 1.350 1.010 6.818
Baths 4 1.350 1.050 5.670
Urinal Area 1 1.460 1.125 1.643
Service Shaft 2 1.200 7.700 18.480
Block F4
Lobby 1 1.800 4.112 7.402
Wcs 3 1.500 1.000 4.500
Lobby 1 1.800 5.340 9.612
Wcs 3 1.000 1.500 4.500
Urinals Area 1 1.500 2.040 3.060
DW 1 1.750 1.23 2.153
Service Shaft 1 1.200 7.700 9.240
559.59
Say 560.00

Block A4
Nurse duty Room 2 3.000 2.400 14.400
Store Room 2 3.000 2.400 14.400
Clean Utility 2 3.000 2.400 14.400
Vestibule 2 3.700 3.500 25.900
Dirty utility 2 2.100 3.500 14.700
Mechanical 1 5.500 5.400 29.700
Burns 5 Bed 1 6.000 14.725 88.350
Burns 5 Bed nurse station 1 3.100 8.625 26.738
Burns 5 Bed Beside Toilet 1 3.100 2.175 6.743
Ricu 10Bed 1 17.400 9.410 163.734
Ricu 10Bed 1 12.000 5.315 63.780
Ricu 10Bed 1 3.100 8.625 26.738
Ricu 10Bed 1 3.100 2.175 6.743
Block B4
Dental Chair-123 3 4.700 3.500 49.350
Washing An Decontamination 1 4.700 3.500 16.450
OPG Room 1 4.570 4.190 19.148
Model Section 1 4.700 3.000 14.100
Dental & Metal Wax 1 4.700 8.200 38.540
Dental Hygenist 1 4.700 3.500 16.450
Prof Hod 1 4.700 4.450 20.915
Deduct Toilet -1 2.900 1.450 -4.205
Demo Room 1 6.350 4.700 29.845
Denatl Surgrey 1 3.600 5.000 18.000
Exam Room1 1 3.500 5.000 17.500
Elec Room 1 3.100 5.000 15.500
G store 1 4.700 3.000 14.100
Vestibular Room 1 4.500 3.000 13.500
Student duty Room (typ) 4 3.245 4.900 63.602
G Store 1 1.800 4.000 7.200
Nurse duty Room 1 4.515 4.900 22.124
Deduct Toilet -1 1.650 1.315 -2.170
Equipment store 1 3.230 3.000 9.690
Treatment Room 1 2.535 4.900 12.422
Dirty Utility & Pantry 1 2.700 2.200 5.940
Medicine Store 1 3.000 1.800 5.400
Injection Rooms 2 3.000 2.400 14.400
Opthal 30 Bed 2 9.300 12.195 226.827
Block C4
Library / Seminar 1 6.195 5.000 30.975
Asst prof 1 4.000 3.100 12.400
Asst prof 1 4.350 2.550 11.093
Asst prof Offset 1 2.700 1.050 2.835
Asst Prof 1 6.195 4.580 28.373
Asst prof Offset 1 1.645 1.050 1.727
Prof 1 4.350 4.150 18.053
Library / Seminar 1 6.195 5.000 30.975
Asst prof 1 4.000 3.100 12.400
Asst Prof 1 3.600 7.700 27.720
Wards 6 beds 10 7.250 7.625 552.813
Lab technician 1 3.600 2.400 8.640
Security 1 3.600 2.300 8.280
Electrical Room 1 5.000 3.700 18.500
Staff Room 1 5.000 2.455 12.275
Dirty Utility 1 2.400 3.000 7.200
Demo Room 1 5.000 6.355 31.775
Class Staff Room 1 5.150 2.450 12.618
Store Room 1 2.150 3.555 7.643
Treatment Room 2 3.000 3.900 23.400
Duty Nurse Room 2 2.750 3.900 21.450
Medication Room 2 2.450 2.135 10.462
Clean Utility 2 4.870 2.150 20.941
Equipment 2 2.310 3.900 18.018
Pantry 2 2.300 3.900 17.940
Block D4
Store Rom 1 4.000 2.175 8.700
DJ 1 2.800 3.000 8.400
Isolation 1 3.500 3.085 10.798
Nurse duty Room 1 3.500 3.000 10.500
Dirty Utility 1 1.800 2.400 4.320
Store & Clean utility 1 3.500 3.065 10.728
Medical Records 1 11.225 18.635 209.178
AhU 1 3.955 9.400 37.177
Procedure Room 1 4.675 7.045 32.935
Clean & Dirty utility 2 2.315 3.000 13.890
Medication office 1 2.500 2.500 6.250
SICU 1 13.330 12.720 169.558
SICU Beside utility 1 9.730 6.015 58.526
SICU Beside utility 1 13.330 10.505 140.032
in front of dirty Utility 1 1.600 7.315 11.704
Beside Clean Utility 1 2.180 3.050 6.649
Endoscopy nurse station 1 7.145 8.400 60.018
Block E4
G Surgery Ward 1 6.350 27.610 175.324
Asst prof 1 4.000 3.100 12.400
Wards 6 beds 10 7.250 7.625 552.813
Lab technician 1 3.600 2.400 8.640
Security 1 3.600 2.300 8.280
Demo Room 1 5.000 4.305 21.525
Dirty Utility 1 2.400 3.000 7.200
Demo Room 1 5.000 6.355 31.775
Class Staff Room 1 5.150 2.450 12.618
Elec Room 1 2.150 3.555 7.643
Treatment Room 2 3.000 3.900 23.400
Duty Nurse Room 2 2.750 3.900 21.450
Medication Room 2 2.450 2.135 10.462
Clean Utility 2 4.870 2.150 20.941
Equipment 2 2.310 3.900 18.018
Pantry 2 2.300 3.900 17.940
Block F4
Sterile store 1 5.115 3.615 18.491
Residents Office 1 5.115 3.500 17.903
Medical Store 1 5.115 3.130 16.010
House Keeping 1 5.115 5.000 25.575
Deduct Toilet -1 1.850 1.850 -3.423
Doctors Office 1 5.115 3.100 15.857
Surgeon Change 7 nurses change 4 5.345 3.900 83.382
Deduct Toilet -4 1.825 1.750 -12.775
Technician 1 5.345 3.700 19.777
Qt Marathon Control office 1 2.700 3.480 9.396
in front Qt Marathon Control office 1 4.446 3.380 15.027
Pantry Lounge 1 4.200 3.500 14.700
Anesthicist 1 4.200 3.145 13.209
Nurse Lounge 1 4.200 3.330 13.986
Surgeons Office 1 3.100 3.330 10.323
Anesthicist 1 4.000 3.955 15.820
Equipment Store 1 3.500 3.955 13.843
Blood Blank 1 3.000 3.275 9.825
Sterile Packing 1 3.000 3.275 9.825
TSSU 1 4.500 6.750 30.375
Pre Post OP 1 12.152 16.234 197.276
Clean Utility 1 4.345 4.140 17.988
Store 1 3.000 3.000 9.000
Nurse Duty Room 1 3.000 3.000 9.000
Dirty Utility 1 1.845 3.445 6.356
Electrical Room 1 3.150 3.445 10.852
OT Entry 1 10.395 5.566 57.859
Pre Post OP 1 20.500 16.220 332.510
Store Offset 1 1.350 8.350 11.273
5229.02
Say 5230.00

Corridors
Block A4
4.5m Corrdor-H 1 79.410 4.500 357.345
2.45M wide Corridor 1 50.145 2.450 122.855
Lift Lobby 1 4.650 5.400 25.110
Block B4
3.6M Wide corridor H 1 53.200 3.600 191.520
Lift Lobby 1 5.000 5.750 28.750
1.8M wide Corridor-H 1 37.200 1.800 66.960
DW 1 1.566 0.600 0.940
Block C4
2.45M wide Corridor-H 2 41.250 2.450 202.125
2.45M wide Corridor-V 1 2.450 32.150 78.768
2.45M wide Corridor-V 1 2.450 30.845 75.570
Block D4
In front of AHU 1 3.090 3.195 9.873
Waiting Area 1 7.015 4.740 33.251
Block E4
2.45M wide Corridor-H 2 41.250 2.450 202.125
2.45M wide Corridor-V 1 2.450 32.150 78.768
2.45M wide Corridor-V 1 2.450 34.445 84.390
Block F4
1.8M wide corridor V 1 1.800 23.580 42.444
1.8M wide corridor V 1 1.800 19.900 35.820
In front of Lift 1 2.023 5.603 11.335
In front of Lift 1 4.975 2.400 11.940
2648.13
Say 2649.00
b) Epoxy flooring
Block-F4
O.T-1to 7 7 6.300 7.600 335.160
335.160
Say 336.000
16 Granite Slabs
Block-B4
Block-C4
Block-D4
Block-E4
Block-F4
127.500
Say 128.000

162.79
Say 163.00

slabs
W1 17 2.100 0.225 8.033
W2 150 1.800 0.225 60.750
W3 8 1.500 0.225 2.700
W4 48 1.200 0.225 12.960
V1 4 2.100 0.225 1.890
V2 1 1.800 0.225 0.405
V3 44 1.500 0.225 14.850
101.59
Say 102.00
19 Chequered tiles
Central Ramp
Ramp 1st & 3rd flight 2 2.450 33.165 162.509
Landings 1 5.340 2.450 13.083
188.59
Say 189.00
b) Granite flooring
i Treads
100.800
Say 101.00
ii Risers
56.70
Say 57.00

Block A4
Nurse duty Room 2 10.800 21.600
Store Room 2 10.800 21.600
Vestibule 2 14.400 28.800
Dirty utility 2 11.200 22.400
Mechanical 1 21.800 21.800
Block B4
Dental Chair-123 3 16.400 49.200
Washing An Decontamination 1 16.400 16.400
OPG Room 1 17.520 17.520
Model Section 1 15.400 15.400
Dental & Metal Wax 1 25.800 25.800
Dental Hygenist 1 16.400 16.400
Prof Hod 1 18.300 18.300
Demo Room 1 22.100 22.100
Denatl Surgrey 1 17.200 17.200
Exam Room1 1 17.000 17.000
Elec Room 1 16.200 16.200
G store 1 15.400 15.400
Student duty Room (typ) 4 16.290 65.160
Non Teaching Staff 3 14.000 42.000
G Store 1 11.600 11.600
Equipment store 1 12.460 12.460
Dirty Utility & Pantry 1 9.800 9.800
Injection Rooms 2 10.800 21.600
Opthal 30 Bed 2 42.990 85.980
Block C4
Asst prof 1 14.200 14.200
Asst prof 1 13.800 13.800
Asst Prof 1 21.550 21.550
Prof 1 17.000 17.000
Asst prof 1 14.200 14.200
Asst Prof 1 22.600 22.600
Security 1 11.800 11.800
Staff Room 1 14.910 14.910
Demo Room 1 22.710 22.710
Store Room 1 11.410 11.410
Equipment 2 12.420 24.840
Pantry 2 12.400 24.800
Block D4
Store Rom 1 12.350 12.350
DJ 1 11.600 11.600
Isolation 1 13.170 13.170
Store & Clean utility 1 13.130 13.130
Medical Records 1 59.720 59.720
AhU 1 26.710 26.710
Clean & Dirty utility 2 10.630 21.260
Medication office 1 10.000 10.000
in front of dirty Utility 1 17.830 17.830
Beside Clean Utility 1 10.460 10.460
Endoscopy nurse station 1 31.090 31.090
Block E4
Asst prof 1 14.200 14.200
Security 1 11.800 11.800
Demo Room 1 18.610 18.610
Demo Room 1 22.710 22.710
Elec Room 1 11.410 11.410
Equipment 2 12.420 24.840
Pantry 2 12.400 24.800
Block F4
Sterile store 1 17.460 17.460
Residents Office 1 17.230 17.230
Medical Store 1 16.490 16.490
House Keeping 1 20.230 20.230
Doctors Office 1 16.430 16.430
Surgeon Change 7 nurses change 4 18.490 73.960
Technician 1 18.090 18.090
Qt Marathon Control office 1 12.360 12.360
in front Qt Marathon Control office 1 15.652 15.652
Pantry Lounge 1 15.400 15.400
Anesthicist 1 14.690 14.690
Nurse Lounge 1 15.060 15.060
Surgeons Office 1 12.860 12.860
Anesthicist 1 15.910 15.910
Equipment Store 1 14.910 14.910
Blood Blank 1 12.550 12.550
Sterile Packing 1 12.550 12.550
TSSU 1 22.500 22.500
Store 1 12.000 12.000
Nurse Duty Room 1 12.000 12.000
OT Entry 1 31.922 31.922
Store Offset 1 19.400 19.400
2488.18
Say 2489.00

Stair case 5 26.252 131.260
188.16
Say 189.00

Block-B4
Lift wall 1 5.750 3.750 21.563
Lift wall 1 5.400 3.750 20.250
Block-C4
Block-E4
Lift wall 1 5.400 3.750 20.250
Block-F4
Lift wall 1 5.500 3.750 20.625
Deductions
Lift door -10 1.200 2.100 -25.200
75.49
Say 76.00

Block A4
Patient Toilet 2 10.800 2.100 45.360
Attached toilet 2 7.100 2.100 29.820
Block B4
Lobby 1 1.350 2.100 2.835
Hand Wash Area 1 0.700 2.100 1.470
Janitors room 1 4.280 2.100 8.988
Wcs 2 5.000 2.100 21.000
Lobby 1 6.940 2.100 14.574
Hand Wash Area 1 1.400 2.100 2.940
Janitors room 1 3.680 2.100 7.728
Wcs 2 5.000 2.100 21.000
Urinals Area 1 3.540 2.100 7.434
Service Staff 1 10.380 2.100 21.798
Lobby 1 6.050 2.100 12.705
Hand Wash Area 1 12.720 2.100 26.712
Wcs 3 5.000 2.100 31.500
Lobby 1 3.230 2.100 6.783
Hand Wash Area 1 6.090 2.100 12.789
Wcs 3 5.000 2.100 31.500
Urinals Area 1 7.080 2.100 14.868
Toilet Block
Lobby 1 3.055 2.100 6.416
In front of Wcs 1 11.120 2.100 23.352
Wcs 5 4.800 2.100 50.400
Baths 4 4.800 2.100 40.320
Block C4
Female toilet
Lobby 1 4.550 2.100 9.555
WCs 5 4.720 2.100 49.560
Baths 4 4.800 2.100 40.320
Hand Wash Area 1 4.675 2.100 9.818
Staff Toilet 1 6.800 2.100 14.280
Janitors room 2 4.600 2.100 19.320
Male toilet
Lobby 1 8.245 2.100 17.315
WCs 5 4.720 2.100 49.560
Baths 4 4.800 2.100 40.320
Urinal Area 1 5.170 2.100 10.857
Proffesor 2 5.990 2.100 25.158
Staff Toilet (M) 1 7.190 2.100 15.099
Staff Toilet (M) 1 4.890 2.100 10.269
Staff Toilet (F) 1 6.900 2.100 14.490
Staff Toilet (F) 1 4.890 2.100 10.269
Service Shaft 2 17.800 2.100 74.760
Block D4
Patient Toilet 2 9.340 2.100 39.228
Attached toilet 1 9.260 2.100 19.446
Toilet 1 4.980 2.100 10.458
CH room 1 4.980 2.100 10.458
In front of toilt 1 12.290 2.100 25.809
Block E4
Female toilet
Lobby 1 4.550 2.100 9.555
WCs 5 4.720 2.100 49.560
Baths 4 4.800 2.100 40.320
Hand Wash Area 1 4.675 2.100 9.818
Staff Toilet 1 6.800 2.100 14.280
Janitors room 2 4.600 2.100 19.320
Male toilet
Lobby 1 8.245 2.100 17.315
WCs 5 4.720 2.100 49.560
Baths 4 4.800 2.100 40.320
Urinal Area 1 5.170 2.100 10.857
Service Shaft 2 17.800 2.100 74.760
Block F4
Lobby 1 7.712 2.100 16.195
Wcs 3 5.000 2.100 31.500
Lobby 1 14.280 2.100 29.988
Wcs 3 5.000 2.100 31.500
Urinals Area 1 3.540 2.100 7.434
DW 1 5.960 2.100 12.516
Service Shaft 1 17.800 2.100 37.380
Deductions
ALD4 -5 1.000 2.100 -10.500
ALD5 -5 0.900 2.100 -9.450
D5 -20 0.900 2.100 -37.800
D6 -100 0.800 2.100 -168.000
1994.95
Say 1995.00

Block A4
4.5m Corrdor-H 1 158.820 1.500 238.230
2.45M wide Corridor 1 102.740 1.500 154.110
Lift Lobby 1 20.100 1.500 30.150
Block B4
3.6M Wide corridor H 1 110.000 1.500 165.000
Lift Lobby 1 21.500 1.500 32.250
1.8M wide Corridor-H 1 71.900 1.500 107.850
DW 1 1.200 1.500 1.800
Block C4
2.45M wide Corridor-H 2 82.500 1.500 247.500
2.45M wide Corridor-V 1 53.400 1.500 80.100
2.45M wide Corridor-V 1 65.870 1.500 98.805
Block D4
In front of AHU 1 9.375 1.500 14.063
Waiting Area 1 20.695 1.500 31.043
Block E4
2.45M wide Corridor-H 2 82.500 1.500 247.500
2.45M wide Corridor-V 1 53.400 1.500 80.100
2.45M wide Corridor-V 1 65.870 1.500 98.805
Block F4
1.8M wide corridor V 1 50.760 1.500 76.140
1.8M wide corridor V 1 43.400 1.500 65.100
In front of Lift 1 6.008 1.500 9.012
In front of Lift 1 14.750 1.500 22.125
Deductions
D1 -6 1.800 1.500 -16.200
D2 -18 1.500 1.500 -40.500
D3 -21 1.200 1.500 -37.800
D4 -99 1.000 1.500 -148.500
D5 -19 0.900 1.500 -25.650
D6 -13 0.800 1.500 -15.600
OTD1 -7 2.000 1.500 -21.000
ALD4 -5 1.000 1.500 -7.500
ALD5 -3 0.900 1.500 -4.050
FD1 -7 2.000 1.500 -21.000
FD2 -5 1.500 1.500 -11.250
Lift door -10 1.200 1.500 -18.000
W1 -1 1.800 0.750 -1.350
W2 -29 1.500 0.750 -32.625
W3 -4 1.200 0.750 -3.600
2253.89
Say 2254.00
25 Dadooing in wards
Block A4
Burns 5 Bed 1 50.750 1.500 76.125
Ricu 10Bed 1 56.035 1.500 84.053
Block B4
Wards 6 beds 10 29.750 1.500 446.250
Block C4
Wards 6 beds 10 29.750 1.500 446.250
Block D4
SICU 1 81.600 1.500 122.400
Block E4
G Surgery Ward 1 67.920 1.500 101.880
Wards 6 beds 10 29.750 1.500 446.250
Block-F4
Pre Post OP 1 56.772 1.500 85.158
Pre Post OP 1 73.440 1.500 110.160
Deductions
D2 -2 1.500 1.500 -4.500
FD(2.0X 2.10) -4 2.000 1.500 -12.000
FD2(1.5X 2.10) -1 1.500 1.500 -2.250
W1 -16 1.500 0.700 -16.800
W2 -39 1.200 0.700 -32.760
Openings -20 1.600 1.500 -48.000
Openings -4 1.500 1.500 -9.000
1793.22
Say 1794.00
Walls
Block F4
Operation Theatre 1 to 8 1 7 27.800 3.000 583.800
Ceiling
Block F4
Operation Theatre 1 to 8 1 7 6.300 4.600 202.860
786.660
Say 787.000
27 Epoxy coving
Block F4
Operation Theatre 1 to 8 7 27.800 4.200 817.320
817.320
Say 818.000

BLOCK-C4 & E4
TOILET-1 2 4.800 8.130 0.300 23.414
TOILET-02 2 6.190 8.055 0.300 29.916
BLOCK-B4
TOILET-01 1 9.700 5.770 0.300 16.791
TOILET-02 1 8.290 5.685 0.300 14.139
TOILET-03 1 4.520 7.570 0.300 10.265
BLOCK-F4
TOILET-01 1 8.480 7.230 0.300 18.393
112.92
Say 113.00
29 Railing
Stair case 5 7.490 0.900 33.705
52.16
Say 53.00

Staircase
Stair case 5 26.252 131.260
Ramp
Ramp Flights 4 28.800 115.200
353.75
Say 354.00

Internal
External
81.24
Say 82.00
32 Mastic pad
16.25
Say 17.00
32 Aluminium sheet
Internal
81.24
Say 82.00
33 False ceiling
7878.02
Say 7879.00

9293.00
Say 9293.00
35 Wall putty
21953.00
Say 21953.00

0.00
Say 0.00
faces of walls
21953.00
Say 21953.00
38
7594.00
Say 7594.00

619.00
Say 619.00

D1 0.75 6 1.800 2.600 21.060
D2 0.75 20 1.500 2.600 58.500
D3 0.75 21 1.200 2.600 49.140
D4 0.75 130 1.000 2.600 253.500
D5 0.75 32 0.900 2.100 45.360
427.560
Say 428.00
41 S & F of Doors
a D1(1.80 X 2.60) 6 1.800 2.600 28.080
Say 28.080
b D2 (1.50 X 2.60) 20 1.500 2.600 78.000

Say 78.000
c D3 (1.20 X 2.60) 21 1.200 2.600 65.52

Say 65.52
d D4(1.00 X 2.60) 130 1.000 2.600 338.000
Say 338.000
e D5 (0.9 X 2.10) 32 0.900 2.100 60.48

Say 60.48
f D6(0.8 X 2.10) - Frame

100 5.000 500.00
500.00
Say 500.00
g D6(0.8 X 2.10) - shutter 100 0.800 2.100 168.00

Say 168.00
h SD (0.90 X 2.10) 1 0.900 2.100 1.89

Say 1.89
i FD doors
FD(2.0X 2.10) 11 2.000 2.100 46.200
FD2(1.5X 2.10) 5 1.500 2.100 15.750
61.95
Say 61.95
j Alluminium doors
ALD4(1.0X 2.60) 5 1.000 2.600 13.000
13.000
Say 13.000
ALD5(0.90X 2.10) 5 0.900 2.100 9.450

9.450
Say 9.450
k OTD-1 7 2.000 2.600 36.400

36.400
Say 36.400
42 Windows
W1 1 1.800 1.700 3.060
W2 136 1.500 1.700 346.800
W3 8 1.200 1.700 16.320
W4 48 0.900 1.700 73.440

W1 16 1.500 1.700 40.800
W2 39 1.200 1.700 79.560
c Ventilators
V1 4 1.800 0.500 3.600
V2 1 1.500 0.500 0.750
V3 44 1.200 0.500 26.400
30.75

W1 17 1.800 1.700 52.020
W2 175 1.500 1.700 446.250
W3 8 1.200 1.700 16.320
W4 48 0.900 1.700 73.440
Ventilators
V1 4 1.800 0.500 3.600
V2 1 1.500 0.500 0.750
V3 44 1.200 0.500 26.400
618.78
Say 619.00
9285.00
44 Cupboards
Block-A4
Nurse Duty Room 1 2.400 2.100 5.040
Store 1 2.400 2.100 5.040
Vestibule (typ) 2 3.000 2.100 12.600
Mechanical 1 5.400 2.100 11.340
Store (typ) 2 3.000 2.100 12.600
Block-B4
Dental Surgery Room 2 3.600 2.100 15.120
Student Duty Room (typ) 4 3.200 2.100 26.880
Nurse Duty Room 2 2.900 2.100 12.180
Treatment Dirty utility & Pantrey 3 1.500 2.100 9.450
Dental Lab 1 7.000 2.100 14.700
Dental Chair 3 1.500 2.100 9.450
Medical Store 1 3.000 2.100 6.300
Injection Rooms 2 3.000 2.100 12.600
Block-C4
Class Staff Room 1 2.450 2.100 5.145
Store 1 2.150 2.100 4.515
Staff Room 1 2.450 2.100 5.145
Demo Room 1 5.000 2.100 10.500
Duty Rooms 8 2.500 2.100 42.000
Block-D4
Clean & Dirty Utility 2 1.500 2.100 6.300
Isolation Nurse duty Anteroom 3 3.000 2.100 18.900
Block-E4
Class Staff Room 1 2.450 2.100 5.145
Store 1 2.150 2.100 4.515
Staff Room 1 2.450 2.100 5.145
Demo Room 1 5.000 2.100 10.500
Duty Rooms 8 2.500 2.100 42.000
Block-F4
Sterile store Room (typ) 5 3.500 2.100 36.750
Technicians 1 3.500 2.100 7.350
Pantry Loungue TO Anesthetist (typ) 9 3.500 2.100 66.150
Clean utility,store,Nurse Duty Room 3 3.000 2.100 18.900
442.260
Say 443.000

Open To Sky 1 72.868 4.200 306.05
Open To Sky 1 80.490 4.200 338.06
Open To Sky 1 100.898 4.200 423.77
Open To Sky 1 39.700 4.200 166.74
Open To Sky 2 76.820 4.200 645.29
Open To Sky 1 34.589 4.200 145.27
For Elevation
elevation fins 254 0.600 4.200 640.08
elevation fins 26 0.600 4.200 65.52
Elevation columns
C1 30 1.413 4.200 178.04
C4 8 1.413 4.200 47.48
C5 3 1.884 4.200 23.74
C6 9 1.413 4.200 53.41
Deductions
W1 -21 1.800 1.700 -64.26
W2 -175 1.500 1.700 -446.25
W3 -8 1.200 1.700 -16.32
W4 -48 0.900 1.700 -73.44
V1 -4 1.800 0.500 -3.60
V2 -1 1.500 0.500 -0.75
V3 -44 1.200 0.500 -26.40
7593.37
Say 7594.00
QUANTITY
Cum
Cum
Sqm
Sqm
Sqm
Sqm
Cum
Rmt
cum
Sqm
Sqm
Sqm
Sqm
Cum
cum
Cum
Sqm
MT
MT
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Rmt
Rmt
Sqm
Sqm
Sqm
Sqm
Sqm
SQM
cum
Sqm
Rmt
Rmt
Sqm
Rmt
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
RM
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Kgs
Sqm
Sqm
DETAILED ESTIMATE - FIFTH FLOOR
1 VRCC M25 grade
a Columns
C1A 48 0.600 0.600 3.750 64.800
C2 180 0.750 0.750 3.750 379.688
C3 42 0.900 0.900 3.750 127.575
C4 0.785 3 0.9 3.750 7.948
C4A 20 0.300 0.600 3.750 13.500
C7 3 1.200 1.200 3.750 16.200
for sloped roof
C2 1 20 0.750 0.750 0.900 10.125
C3 1 15 0.900 0.900 0.900 10.935
C7 1 3 1.200 1.200 0.900 3.888
Staircase Head Room
C2 1 4 0.750 0.750 2.875 6.47
C3 1 4 0.900 0.900 2.875 9.32
Lift Head Room
C2 1 5 0.750 0.750 2.875 8.09
C3 1 1 0.900 0.900 2.875 2.33
296 660.86
Say 661.00 Cum
b Roof Beams
Block-B
Horizontal
i15-i17,e15-e17 2 4.968 0.230 0.500 1.143
e17-e30 1 16.718 0.230 0.500 1.923
m17-m30 1 16.488 0.230 0.500 1.896
i17-i30 1 16.718 0.230 0.600 2.307
secondary beam 1 3 0.230 0.500 0.345
r31-r38 1 9.058 0.230 0.750 1.563
m31-m38 1 9.703 0.230 0.650 1.451
m17-m23 1 6.785 0.230 0.500 0.780
m23-m29 1 6.785 0.230 0.650 1.014
i17-i30 1 16.718 0.230 0.650 2.499
i30-i41 1 13.445 0.230 0.500 1.546
d17-d41 1 29.933 0.230 0.500 3.442
I15-I20 2 8.43 0.230 0.500 1.939
Verticals
G1-M1 3 7.27 0.230 0.500 2.508
G4-M4 1 7.27 0.230 0.600 1.003
Z17-e17 2 5.938 0.230 0.500 1.366
e17-i17 4 3.8 0.230 0.500 1.748
i17-m17 7 5.538 0.230 0.500 4.458
i42-q42 1 9.526 0.230 0.600 1.315
secondary beams 2 4.75 0.230 0.600 1.311
m31-r31 2 5.6 0.230 0.500 1.288
r38-v38 1 1.96 0.230 0.500 0.225
q42-v42 1 3.75 0.230 0.500 0.431
Block-C5 ,E5
Horizontals
v2-v5 2 6 5.96 0.230 0.500 8.225
G'3-G'39 2 2 49.55 0.230 0.500 22.793
L'11-L'38 2 2 30.95 0.230 0.500 14.237
v7-v36 2 4 37.43 0.230 0.600 41.323
O'2-O'5 2 2 5.85 0.230 0.500 2.691
secondary beam 2 1 5.39 0.230 0.500 1.240
L'5-L'12,V'5-V-12 2 2 7.95 0.230 0.600 4.388
secondary beam 2 2 5.04 0.230 0.500 2.318
secondary beam 2 2 4.34 0.230 0.500 1.996
z41-z45 2 8 6.756 0.230 0.500 12.431
secondary beam 2 2 6.296 0.230 0.500 2.896
secondary beam 2 1 5.39 0.230 0.500 1.240
v5-v7 2 4 2.45 0.230 0.500 2.254
secondary beam 2 5 2.44 0.230 0.500 2.806
f'39-f'41 2 3 2.44 0.230 0.500 1.684
Verticals
v1-B'1 2 3 7.826 0.230 0.500 5.400
v13-L'13 2 1 14.605 0.230 0.500 3.359
v18-L'18 2 3 14.605 0.230 0.600 12.093
v36-B'36 2 1 7.826 0.230 0.600 2.160
secondary beams 2 5 7.596 0.230 0.500 8.735
G'3-B'3 2 3 2.45 0.230 0.500 1.691
G'3-N'3 2 1 5.91 0.230 0.500 1.359
G'5-N'5 2 1 5.91 0.230 0.600 1.631
N'3-X'3 2 1 6.74 0.230 0.750 2.325
N'5-X'5 2 1 6.74 0.230 0.600 1.860
X'5-s'5 2 2 14.01 0.230 0.500 6.445
B'7-f'7 2 1 21.21 0.230 0.500 4.878
secondary beams 2 1 2.66 0.230 0.500 0.612
G'11-b'11 2 2 15.85 0.230 0.500 7.291
G'38-s'38 2 1 26.66 0.230 0.500 6.132
v38-G'38 2 1 10.276 0.230 0.600 2.836
v41-z41 2 1 5.054 0.230 0.500 1.162
z41-d'41 2 1 23.72 0.230 0.600 6.547
d'41-s'41 2 1 10.05 0.230 0.500 2.312
S'45-s'45 2 1 17.346 0.230 0.500 3.990
S'45-H'45 2 1 7.922 0.230 0.600 2.186
secondary beams 2 1 2.296 0.230 0.500 0.528
f'7-s'7,f'36-s'36 2 2 7.9 0.230 0.600 4.361
secondary beams 2 6 7.67 0.230 0.500 10.585
Ded beam junction 2 -1 0.46 0.230 0.500 -0.106
V'13-s'13 2 4 14.75 0.230 0.600 16.284
Ramp
Horizontals
Ramp beams 14 2.52 0.230 0.250 2.029
Ramp beams 2 5.34 0.230 0.250 0.614
Verticals
Ramp beams- q47-o'47 2 38.236 0.230 0.400 7.035
Ramp beams-s49-k'49 2 33.164 0.230 0.400 6.102
Block-D5
Horizontals
s'54-s'72 2 24.316 0.230 0.500 5.593
secondary beam 2 24.316 0.230 0.500 5.593
s'72-s'80 6 11.125 0.230 0.500 7.676
secondary beam 1 10.895 0.230 0.500 1.253
z'66-z'72 2 6.985 0.230 0.500 1.607
secondary beam 1 6.985 0.230 0.500 0.803
z54-z57 1 4.8 0.230 0.500 0.552
z57-z63 1 8 0.230 0.600 1.104
z63-z67 1 4.53 0.230 0.500 0.521
u54-u59 1 7.068 0.230 0.500 0.813
u75-u80 1 6.846 0.230 0.500 0.787
secondary beam 4 2.44 0.230 0.500 1.122
verticals
u54-s'54 2 37.595 0.230 0.500 8.647
d'58-s'58 2 9.935 0.230 0.500 2.285
q'67-s'67 1 18.635 0.230 0.500 2.143
z66-J'66 3 4.53 0.230 0.600 1.875
J'66-d'66 1 14.235 0.230 0.500 1.637
I'72-s'72 2 25.171 0.230 0.500 5.789
Block-A
Horizontals
o47-o83 2 61.638 0.300 0.600 22.190
verticals
k44-o44 11 5.028 0.230 0.500 6.360
Block-F
Horizontals
A'91-A'99 2 9 0.230 0.500 2.070
n88-n114 1 33.04 0.230 0.500 3.800
w100-w106 1 8.48 0.230 0.500 0.975
l85-l115 1 41.197 0.230 0.500 4.738
e105-e114 1 13.386 0.230 0.500 1.539
verticals
k89-x89 3 13.115 0.230 0.500 4.525
Lift beam 1 5.27 0.230 0.500 0.606
n100-w100 3 7 0.230 0.500 2.415
corridor beams 5 2.27 0.230 0.500 1.305
f105-l105 2 7.69 0.600 0.600 5.537
Deductions
direction
C1A -48 0.600 0.230 0.500 -3.312
C2 -180 0.750 0.230 0.500 -15.525
C3 -42 0.900 0.230 0.500 -4.347
C4 -3 0.450 0.230 0.500 -0.155
C4A -20 0.300 0.230 0.500 -0.690
C7 -3 1.200 0.230 0.500 -0.414
direction
C1A -50 0.600 0.230 0.500 -3.450
C2 -248 0.750 0.230 0.500 -21.390
C3 -89 0.900 0.230 0.500 -9.212
C4 -10 0.450 0.230 0.500 -0.518
C4A -20 0.600 0.230 0.500 -1.380
C7 -11 1.200 0.230 0.500 -1.518
parapet level beam for elevation tiles 1 484.780 0.230 0.500 55.750
Head Rooms
Staircase Head Room -1
horizontal 1 2 7.400 0.230 0.475 1.62
Verticals 1 2 5.692 0.230 0.475 1.24
horizontal 1 2 5.900 0.230 0.475 1.29
Verticals 1 2 8.526 0.230 0.475 1.86
Deduct
C2 -1 4 0.750 0.230 0.475 -0.33
C3 -1 4 0.900 0.230 0.475 -0.39
C2 -1 4 0.750 0.230 0.475 -0.33
C3 -1 4 0.900 0.230 0.475 -0.39
Lift Head Room
horizontal for Top Slab 1 1 5.680 0.230 0.475 0.62
Vertical for Top Slab 1 1 6.250 0.230 0.475 0.68
horizontal for bottom Slab 1 1 5.680 0.230 0.475 0.62
Vertical for bottom Slab 1 1 6.250 0.230 0.475 0.68
C2 -1 5 0.750 0.230 0.475 -0.41
C3 -1 1 0.900 0.230 0.475 -0.10
C2 -1 5 0.750 0.230 0.475 -0.41
C3 -1 1 0.900 0.230 0.475 -0.10
399.53
Say 400.00 Cum
b Roof slab
BLOCK-C & E
2.45m Corridor(typ)-H 2 1 49.550 2.450 242.795
2.15m Corridor(typ)-H 2 1 45.730 2.900 265.234
Corridor(typ)-V 2 1 37.400 2.680 200.464
Corridor(typ)-V 2 1 32.340 2.900 187.572
BLOCK-B
Corridor(typ)-H 2 1 0.000 0.000 0.000
BLOCK-F
Corridor-H in top 1 1 26.490 2.730 72.318
Head Rooms
Staircase Head Room 1 1 7.400 5.692 42.12
Lift Top Slab 1 1 5.680 2.980 16.93
Lift bottom Slab 1 1 5.680 2.980 16.93
1094.66
Say 1095.00 Sqm

BLOCK-C & E
S'2-S'45xV2-S'2(TYP) 2 1 59.090 37.400 4419.932
Ded of TOI(typ) 2 -1 4.685 8.130 -76.178
Ded of TOI(typ) 2 -1 0.000 0.000 0.000
Ded of Lift(typ) 2 -1 0.000 3.150 0.000
Ded of Duct 2 -1 30.950 7.580 -469.202
BLOCK-D
S'54-S'80xS'54-Y54 1 1 35.900 0.000 0.000
Ded of Staircase 1 -1 7.095 5.000 -35.475
Ded of Toi 1 -1 0.000 0.000 0.000
Ded of Duct 1 -1 6.985 13.775 -96.218
Ded of Duct 1 -1 17.100 22.245 -380.390
U54-U59xU54-Y54 2 1 0.000 0.000 0.000
BLOCK-B
Beside Toilets 1 1 6.115 5.770 35.284
3.6m Wide Corridor(H) 1 1 35.330 4.030 142.380
Lift Lobby 1 1 6.115 5.770 35.284
Corridor(V) in front lobby 1 1 3.500 12.300 43.050
BLOCK-A
4.5m Wide Corridor 1 1 0.000 5.330 0.000
BLOCK-F
Expansion Joint Corridor 1 1 7.500 5.000 37.500
Lift Lobby 1 1 6.015 5.730 34.466
Lift Top Slab 1 1 5.680 2.980 16.93
2893.37
Say 2894.00 Sqm

BLOCK-C & E
BLOCK-D
BLOCK-B
BLOCK-F
Ramp 1 1 5.740 38.460 220.760
536.08
Say 537.00 Sqm
BLOCK-C & E
TOILET-1 1 2 4.800 8.130 78.048
TOILET-02 1 2 6.190 8.055 99.721
BLOCK-D
TOILET-01 1 1 7.230 3.895 28.161
BLOCK-B
TOILET-01 1 1 9.700 5.770 55.969
BLOCK-F
TOILET-01 1 1 8.480 7.230 61.310
323.21
Say 324.00 Sqm
iii 125mm thick Inclined Slab

Roof Slab 125mm thick 1 400.830 2.619 1049.96
1049.96
Say 1050.00 Sqm
2 Dummy Columns
C1 0.785 31 0.9 1.050 22.997
C1A 2 0.600 0.600 1.050 0.756
C2 68 0.750 0.750 1.050 40.163
C3 47 0.900 0.900 1.050 39.974
C4 0.785 7 0.9 1.050 5.193
C5 0.785 4 1.2 1.050 3.956
C6 0.785 9 0.9 1.050 6.676
C7 8 1.200 1.200 1.050 12.096
176 131.81
Say 132.00 Cum
3 Sunshades
W1 15 2.100 31.50
W2 111 1.800 199.80
W3 8 1.500 12.00
W4 49 1.200 58.800
V1 7 2.100 14.70
W1 3 2.100 6.30
323.10
Say 324.00 Rmt
4 Sill slabs
W1 15 2.100 0.230 0.050 0.36
W2 111 1.800 0.230 0.050 2.30
W3 8 1.500 0.230 0.050 0.14
W4 49 1.200 0.230 0.050 0.68
V1 7 2.100 0.230 0.050 0.17
V3 30 1.500 0.230 0.050 0.52
4.16
Say 5.00 cum
5 RCC M20 grade mix
a Platforms
Block-C5
Public toilets m & F handwash 2 4.500 0.600 5.40
M & F handwash 2 2.400 0.600 2.88
Nurse station (in corridors) 2 4.950 0.600 5.94
Library & Seminar 2 12.135 0.600 14.56
Clean Utility 2 2.200 0.600 2.64
Pantry 2 3.400 0.600 4.08
Lab Technician 2 2.400 0.600 2.88
Block-D5
Male toilet 1 2.760 0.600 1.66
Female toilet 1 2.000 0.600 1.20
Pantry 1 2.400 0.600 1.44
PA deputy MS 1 3.800 0.600 2.28
Dean Pa 1 7.100 0.600 4.26
PA deputy MS 1 4.065 0.600 2.44
QA Cell 1 7.232 0.600 4.34
Block-E5
Public toilets m & F handwash 2 4.500 0.600 5.40
M & F handwash 2 2.400 0.600 2.88
Toilets handwash 1 2.400 0.600 1.44
Nurse station (in corridors) 2 4.950 0.600 5.94
Library & Seminar 2 12.135 0.600 14.56
Clean Utility 2 2.200 0.600 2.64
Pantry 2 3.400 0.600 4.08
Lab Technician 2 2.400 0.600 2.88
110.87
Say 111.00 Sqm
b Loft
Block-C5
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
Block-D5
QA Office 6 3.000 0.600 10.80
Stor nursing Superintendent 3 3.000 0.600 5.40
Block-E5
Store 1 2.150 0.600 1.29
Staff Room 1 2.450 0.600 1.47
Demo Room 1 5.000 0.600 3.00
Duty Rooms 8 2.500 0.600 12.00
54.66
Say 55.00 Sqm

Say 166.00 Sqm
c Racks
Block-C5
Class Staff Room 3 1 2.450 0.450 3.31
Store 3 1 2.150 0.600 3.87
Staff Room 3 1 2.450 0.600 4.41
Demo Room 3 1 5.000 0.600 9.00
Duty Rooms 3 8 2.500 0.600 36.00
Block-D5
QA Office 3 6 3.000 0.600 32.40
Stor nursing Superintendent 3 3 3.000 0.600 16.20
Block-E5
Class Staff Room 3 1 2.450 0.600 4.41
Store 3 1 2.150 0.600 3.87
Staff Room 3 1 2.450 0.600 4.41
Demo Room 3 1 5.000 0.600 9.00
Duty Rooms 3 8 2.500 0.600 36.00
162.88
Say 163.00 Sqm
6 Lintels
D1 7 2.260 0.225 0.175 0.62
D2 14 1.960 0.225 0.175 1.08
D3 7 1.660 0.225 0.175 0.46
D4 50 1.460 0.225 0.175 2.87
D5 3 1.360 0.225 0.175 0.16
D6 14 1.260 0.225 0.175 0.69
ALD4 3 1.460 0.225 0.175 0.17
Lift door 10 1.660 0.225 0.175 0.65
W1 15 2.260 0.225 0.175 1.33
W2 111 1.960 0.225 0.175 8.57
W3 7 1.660 0.225 0.175 0.46
W4 48 1.360 0.225 0.175 2.57
V1 7 2.260 0.225 0.175 0.62
V3 28 1.660 0.225 0.175 1.83
D1 1 2.260 0.100 0.175 0.04
D4 26 1.460 0.100 0.175 0.66
D5 12 1.360 0.100 0.175 0.29
D6 82 1.260 0.100 0.175 1.81
ALD4 1 1.960 0.100 0.175 0.03
ALD5 2 1.360 0.100 0.175 0.05
W3 1 1.660 0.100 0.175 0.03
W4 1 1.360 0.100 0.175 0.02
V3 2 1.660 0.100 0.175 0.06
D4 3 1.460 0.225 0.175 0.17
W1 3 2.260 0.225 0.175 0.27
452 25.53
Say 26.00 Cum

under lintels
D1 2 7 0.300 0.225 0.150 0.14
D2 2 14 0.300 0.225 0.150 0.28
D3 2 7 0.300 0.225 0.150 0.14
D4 2 50 0.300 0.225 0.150 1.01
D5 2 3 0.300 0.225 0.150 0.06
D6 2 14 0.300 0.225 0.150 0.28
ALD4 2 3 0.300 0.225 0.150 0.06
Lift door 2 10 0.300 0.225 0.150 0.20
W1 2 15 0.300 0.225 0.150 0.30
W2 2 111 0.300 0.225 0.150 2.25
W3 2 7 0.300 0.225 0.150 0.14
W4 2 48 0.300 0.225 0.150 0.97
V1 2 7 0.300 0.225 0.150 0.14
V3 2 28 0.300 0.225 0.150 0.57
D1 2 1 0.300 0.100 0.150 0.01
D4 2 26 0.300 0.100 0.150 0.23
D5 2 12 0.300 0.100 0.150 0.11
D6 2 82 0.300 0.100 0.150 0.74
ALD4 2 1 0.300 0.100 0.150 0.01
ALD5 2 2 0.300 0.100 0.150 0.02
W3 2 1 0.300 0.100 0.150 0.01
W4 2 1 0.300 0.100 0.150 0.01
V3 2 2 0.300 0.100 0.150 0.02
Hold fast
D1 6 7 0.230 0.225 0.150 0.33
D2 6 14 0.230 0.225 0.150 0.65
D3 6 7 0.230 0.225 0.150 0.33
D4 6 50 0.230 0.225 0.150 2.33
D5 6 3 0.230 0.225 0.150 0.14
D6 6 14 0.230 0.225 0.150 0.65
ALD4 6 3 0.230 0.225 0.150 0.14
Lift door 6 10 0.230 0.225 0.150 0.47
W1 6 15 0.230 0.225 0.150 0.70
W2 6 111 0.230 0.225 0.150 5.17
W3 4 7 0.230 0.225 0.150 0.22
W4 4 48 0.230 0.225 0.150 1.49
V1 2 7 0.230 0.225 0.150 0.11
V3 2 28 0.230 0.225 0.150 0.43
D1 6 1 0.230 0.100 0.150 0.02
D4 6 26 0.230 0.100 0.150 0.54
D5 6 12 0.230 0.100 0.150 0.25
D6 6 82 0.230 0.100 0.150 1.70
ALD4 6 1 0.230 0.100 0.150 0.02
ALD5 6 2 0.230 0.100 0.150 0.04
W3 4 1 0.230 0.100 0.150 0.01
W4 4 1 0.230 0.100 0.150 0.01
V3 4 2 0.230 0.100 0.150 0.03
For Head Rooms
under lintels
D4 2 3 0.300 0.225 0.150 0.06
W1 2 3 0.300 0.225 0.150 0.06
Hold fasts
D4 6 3 0.230 0.225 0.150 0.14
W1 4 3 0.230 0.225 0.150 0.09
23.84
Say 24.00 Cum
8 PCC for Steps

8.19
Say 9.00 cum

BLOCK C5
Toilet-H 5 5.755 0.225 3.250 21.042
Horizontal 2 41.250 0.225 3.150 58.472
Ded for col -12 0.600 0.225 3.250 -5.265
Open to sky-H 2 30.950 0.225 3.250 45.264
Open to sky-V 2 6.760 0.225 3.250 9.887
Ded for col -10 0.750 0.225 3.250 -5.484
Ded for col -2 0.750 0.225 3.250 -1.097
Associate Room 2 3.800 0.225 3.150 5.387
Staff Room 1 5.000 0.225 3.750 4.219
Library Seminar Room 4 6.750 0.225 3.250 19.744
Ded for col -8 0.600 0.225 3.250 -3.510
Staff Toilets 2 2.900 0.225 3.250 4.241
Staff Toilets 2 5.395 0.225 3.250 7.890
Asst prof-H 1 4.000 0.225 3.250 2.925
Lift Wall 2 2.400 0.225 3.250 3.510
Clean utility V 4 2.150 0.225 3.250 6.289
Toilet V 12 7.400 0.225 3.250 64.935
Ded for col -24 0.600 0.225 3.250 -10.530
Vertical 2 16.310 0.225 3.250 23.853
Ded for col -6 0.600 0.225 3.250 -2.633
Vertical 1 38.000 0.225 3.250 27.788
Ded for col -8 0.600 0.225 3.250 -3.510
Demo To Elec room 2 16.310 0.225 3.250 23.853
Ded for col -4 0.600 0.225 3.250 -1.755
Block-D5
Horizontal 2 35.770 0.225 3.250 52.314
Ded for col -14 0.600 0.225 3.250 -6.143
Vertical 2 38.200 0.225 3.250 55.868
Ded for col -14 0.600 0.225 3.250 -6.143
Elec Room-H 1 4.005 0.225 3.250 2.929
Terrace Open to Sky 1 17.250 0.225 3.250 12.614
Terrace Open to Sky-V 1 7.695 0.225 3.250 5.627
Cut out 3 sides 1 27.800 0.225 3.250 20.329
Dean PA Room 1 6.980 0.225 3.250 5.104
Male Toilet 1 3.430 0.225 3.250 2.508
Pantry V 4 6.935 0.225 3.250 20.285
hospital Staff 1 14.485 0.225 3.250 10.592
Staircase-H 1 6.350 0.225 3.250 4.643
Elec Room-V 2 8.572 0.225 3.250 12.537
Ded for col -2 0.600 0.225 3.250 -0.878
office pa 1 5.060 0.225 3.250 3.700
Female Toilet 2 3.965 0.225 3.250 5.799
Waiting Area H 1 4.200 0.225 3.250 3.071
Corridor wall 2 3.400 0.225 3.250 4.973
Block-E5
Horizontals
Toilet-H 6 5.755 0.225 3.250 25.250
Horizontal 2 41.250 0.225 3.150 58.472
Ded for col -12 0.600 0.225 3.250 -5.265
Open to sky-H 2 30.950 0.225 3.250 45.264
Open to sky-V 2 6.760 0.225 3.250 9.887
Ded for col -10 0.750 0.225 3.250 -5.484
Ded for col -2 0.750 0.225 3.250 -1.097
Associate Room 2 3.800 0.225 3.150 5.387
Staff Room 1 5.000 0.225 3.750 4.219
Lift Wall 2 2.400 0.225 3.250 3.510
Clean utility V 4 2.150 0.225 3.250 6.289
Toilet V 12 7.400 0.225 3.250 64.935
Ded for col -24 0.600 0.225 3.250 -10.530
Vertical 2 16.310 0.225 3.250 23.853
Ded for col -6 0.600 0.225 3.250 -2.633
Vertical 1 38.000 0.225 3.250 27.788
Ded for col -8 0.600 0.225 3.250 -3.510
Demo To Elec room 2 16.310 0.225 3.250 23.853
Ded for col -4 0.600 0.225 3.250 -1.755
Cental Staircase
Staircase Walls 1 11.900 0.225 3.250 8.702
Staircase Walls V 3 4.900 0.225 3.150 10.419
Staircase to lift Walls 3 9.300 0.225 3.250 20.402
Staircase Walls V 2 11.140 0.225 3.150 15.791
Lift V 2 5.700 0.225 3.150 8.080
Staircase 3 9.081 0.225 3.150 19.308
Staircase 2 11.135 0.225 3.250 16.285
RAMP
Horizontal 1 5.560 0.225 3.500 4.38
Vertical 2 35.450 0.225 3.500 55.83
Deductions
D1 -7 1.800 0.225 2.600 -7.37
D2 -14 1.500 0.225 2.600 -12.29
D3 -7 1.200 0.225 2.600 -4.91
D4 -50 1.000 0.225 2.600 -29.25
D5 -3 0.900 0.225 2.100 -1.28
D6 -14 0.800 0.225 2.100 -5.29
ALD4 -3 1.000 0.225 2.600 -1.76
Lift door -10 1.200 0.225 2.100 -5.67
W1 -15 1.800 0.225 1.700 -10.33
W2 -111 1.500 0.225 1.700 -63.69
W3 -7 1.200 0.225 1.700 -3.21
W4 -48 0.900 0.225 1.700 -16.52
V1 -7 1.800 0.225 0.500 -1.42
V3 -28 1.200 0.225 0.500 -3.78
Lintels
D1 -7 2.260 0.225 0.175 -0.62
D2 -14 1.960 0.225 0.175 -1.08
D3 -7 1.660 0.225 0.175 -0.46
D4 -50 1.460 0.225 0.175 -2.87
D5 -3 1.360 0.225 0.175 -0.16
D6 -14 1.260 0.225 0.175 -0.69
ALD4 -3 1.460 0.225 0.175 -0.17
Lift door -10 1.660 0.225 0.175 -0.65
W1 -15 2.260 0.225 0.175 -1.33
W2 -111 1.960 0.225 0.175 -8.57
W3 -7 1.660 0.225 0.175 -0.46
W4 -48 1.360 0.225 0.175 -2.57
V1 -7 2.260 0.225 0.175 -0.62
V3 -28 1.660 0.225 0.175 -1.83
horizontal 1 2 7.400 0.225 2.400 7.99
Verticals 1 2 5.692 0.225 2.400 6.15
horizontal 1 2 5.900 0.225 2.400 6.37
Verticals 1 2 8.526 0.225 2.400 9.21
Deduct
C2 -1 4 0.750 0.225 2.400 -1.62
C3 -1 4 0.900 0.225 2.400 -1.94
C2 -1 4 0.750 0.225 2.400 -1.62
C3 -1 4 0.900 0.225 2.400 -1.94
Vertical for Top Slab 1 1 6.250 0.225 2.400 3.38
0.225 2.400
Vertical for bottom Slab 1 1 6.250 0.225 2.400 3.38
C2 -1 5 0.750 0.225 2.400 -2.03
C3 -1 1 0.900 0.225 2.400 -0.49
C2 -1 5 0.750 0.225 2.400 -2.03
C3 -1 1 0.900 0.225 2.400 -0.49
Deductions
D4 -3 1.000 0.225 2.600 -1.76
W1 -3 1.800 0.225 1.800 -2.19
Lintels Deductions
D4 -3 1.460 0.225 0.175 -0.17
W1 -3 2.260 0.225 0.175 -0.27
898.89
Say 899.00 Cum

BLOCK C5
Female toil.wall-H 9 1.350 2.100 25.52
Female toil.wall-V 9 1.050 2.100 19.85
Staff toil. Wall-V 1 1.500 3.750 5.63
PHC. Wall-V 1 3.266 3.150 10.29
Ded of col C2 -2 0.750 3.150 -4.73
PHC&JAN wall-H 3 2.954 3.250 28.80
Jan wall-V 1 1.500 3.750 5.63
Male toil. Wall-H 1 4.686 3.750 17.57
Deduct columns C2 -3 0.750 3.250 -7.31
Block D5
QA Cell 6 4.215 3.250 82.19
Deduct columns C2 -1 0.600 3.250 -1.95
QA Cell -V 1 19.075 3.250 61.99
Deduct columns C2 -3 0.600 3.250 -5.85
Reception 7 4.065 3.250 92.48
Reception 1 20.260 3.250 65.85
Store 1 6.052 3.250 19.67
Wall b/w WCs -v 1 5.000 2.100 10.50
WCs -H 3 1.000 2.100 6.30
WCs -H 1 3.100 3.250 10.08
WCs -V 2 3.290 3.250 21.39
Pantry H 1 3.600 3.250 11.70
Pantry V 1 3.085 3.250 10.03
Pantry H 1 2.230 3.250 7.25
BLOCK E5
Female toil.wall-H 9 1.350 2.100 25.52
Female toil.wall-V 9 1.050 2.100 19.85
Staff toil. Wall-V 1 1.500 3.750 5.63
PHC. Wall-V 1 3.266 3.150 10.29
Ded of col C2 -2 0.750 3.150 -4.73
PHC&JAN wall-H 3 2.954 3.250 28.80
Jan wall-V 1 1.500 3.750 5.63
Male toil. Wall-H 1 4.686 3.750 17.57
Deduct columns C2 -3 0.750 3.250 -7.31
Cupbard Walls 66 0.600 0.900 35.64
Platform Walls 84 0.600 2.100 105.84
Deductions
D2 -1 1.800 2.600 -4.68
D4 -26 1.000 2.600 -67.60
D5 -12 0.900 2.100 -22.68
D6 -82 0.800 2.100 -137.76
ALD4 -1 1.500 2.600 -3.90
ALD5 -2 0.900 2.600 -4.68
W3 -1 1.200 1.700 -2.04
W4 -1 0.900 1.700 -1.53
V3 -2 1.200 0.500 -1.20
Lintels
D1 -1 2.260 0.175 -0.40
D4 -26 1.460 0.175 -6.64
D5 -12 1.360 0.175 -2.86
D6 -82 1.260 0.175 -18.08
ALD4 -1 1.960 0.175 -0.34
ALD5 -2 1.360 0.175 -0.48
W3 -1 1.660 0.175 -0.29
W4 -1 1.360 0.175 -0.24
V3 -2 1.660 0.175 -0.58
1466.66
Say 1467.00 Sqm
8 TMT STEEL
Dummy Columns 132.0 250.000 Kgs/Cum 33000.00
Lintels 26.0 80.000 Kgs/Cum 2080.00
Shelves 162.88 0.025 80.000 Kgs/Cum 325.76
Sillslab 4.161 80.000 Kgs/Cum 332.86
359111.88
Say 359.10 MT
9 Mild Steel
RBM 1466.7 2.000 Kgs/Sqm 2933.33
3019.13
Say 3.02 MT

Flooring 128.00
Staircase Head Room 1 6.940 5.232 36.31
Lift Machine Room 1 5.220 2.520 13.15
Lift Bot Slab 1 5.680 2.980 16.93
5657.35
Say 5658.00 Sqm

Block C5
Library / Seminar 1 22.390 3.750 83.96
Asst prof 1 14.200 3.750 53.25
Asst prof 1 13.800 3.750 51.75
Asst prof Offset 1 7.500 3.750 28.13
Asst Prof 1 21.550 3.750 80.81
Asst prof Offset 1 5.390 3.750 20.21
Prof 1 17.000 3.750 63.75
Library / Seminar 1 22.390 3.750 83.96
Asst prof 1 14.200 3.750 53.25
Asst Prof 1 22.600 3.750 84.75
Lab technician 1 12.000 3.750 45.00
Security 1 11.800 3.750 44.25
Electrical Room 1 17.400 3.750 65.25
Staff Room 1 14.910 3.750 55.91
Dirty Utility 1 10.800 3.750 40.50
Demo Room 1 22.710 3.750 85.16
Class Staff Room 1 15.200 3.750 57.00
Store Room 1 11.410 3.750 42.79
Treatment Room 2 13.800 3.750 103.50
Duty Nurse Room 2 13.300 3.750 99.75
Clean Utility 2 14.040 3.750 105.30
Equipment 2 12.420 3.750 93.15
Pantry 2 12.400 3.750 93.00
Block D5
Electrical Room 1 12.750 3.750 47.81
Store Rom 1 12.350 3.750 46.31
QA Cell 1 16.190 3.750 60.71
QA Office 1 15.630 3.750 58.61
Document Center 1 14.630 3.750 54.86
Office Deputy MS 1 17.430 3.750 65.36
Office superintendent 1 17.130 3.750 64.24
Office Infection Room 1 12.730 3.750 47.74
Nursing Officce 1 13.030 3.750 48.86
Deputy Nurse 1 13.430 3.750 50.36
Super intendent office 1 17.590 3.750 65.96
Hospital & Staff Committee Room 1 42.000 3.750 157.50
Store 1 15.080 3.750 56.55
Pantry 1 10.800 3.750 40.50
Store Near St case 1 7.960 3.750 29.85
Block E5
Asst prof 1 14.200 3.750 53.25
Lab technician 1 12.000 3.750 45.00
Security 1 11.800 3.750 44.25
Electrical Room 1 13.700 3.750 51.38
Demo Room 1 18.610 3.750 69.79
Dirty Utility 1 10.800 3.750 40.50
Demo Room 1 22.710 3.750 85.16
Class Staff Room 1 15.200 3.750 57.00
Elec Room 1 11.410 3.750 42.79
Treatment Room 2 13.800 3.750 103.50
Duty Nurse Room 2 13.300 3.750 99.75
Clean Utility 2 14.040 3.750 105.30
Equipment 2 12.420 3.750 93.15
Pantry 2 12.400 3.750 93.00
Block C5
Female toilet
Lobby 1 4.550 3.750 17.06
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 3.750 17.53
Staff Toilet 1 6.800 3.750 25.50
Janitors room 2 4.600 3.750 34.50
Male toilet
Lobby 1 8.245 2.100 17.31
WCs 5 4.720 3.750 88.50
Baths 4 4.800 3.750 72.00
Urinal Area 1 5.170 3.750 19.39
Proffesor 2 5.990 3.750 44.93
Staff Toilet (M) 1 7.190 3.750 26.96
Staff Toilet (M) 1 4.890 3.750 18.34
Staff Toilet (F) 1 6.900 3.750 25.88
Staff Toilet (F) 1 4.890 3.750 18.34
Service Shaft 2 17.800 3.750 133.50
Block D5
Attached toilet In Dean Office 1 7.200 3.750 27.00
Attached toilet in office Medical 1 7.400 3.750 27.75
Attached toilet in Deputy Nurse 1 7.400 3.750 27.75
Male Toilet
Hand wash area 1 10.190 3.750 38.21
Urinals Area 1 9.230 3.750 34.61
WC 1 6.160 2.100 12.94
Female Toilet
Lobby 1 0.980 3.750 3.68
Handwash area 1 8.540 3.750 32.03
WC 2 5.560 2.100 23.35
Male Toilet
Hand wash area 1 7.240 3.750 27.15
Urinals Area 1 5.490 3.750 20.59
WC 1 6.300 2.100 13.23
Female Toilet
Lobby 1 2.530 3.750 9.49
Handwash area 1 4.950 3.750 18.56
WC 1 4.900 2.100 10.29
Block E5
Female toilet
Lobby 1 4.550 3.750 17.06
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 3.750 17.53
Staff Toilet 1 6.800 3.750 25.50
Janitors room 2 4.600 3.750 34.50
Male toilet
Lobby 1 8.245 3.750 30.92
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 3.750 19.39
Service Shaft 2 17.800 3.750 133.50
Block C5
2.45M wide Corridor-H 2 82.500 3.750 618.75
2.45M wide Corridor-V 1 53.400 3.750 200.25
2.45M wide Corridor-V 1 65.870 3.750 247.01
Block D5
4.5m Corrdor-H 1 158.820 3.750 595.58
2.45M wide Corridor 1 56.930 3.750 213.49
Lift Lobby 1 20.100 3.750 75.38
PA Ms 1 11.330 3.750 42.49
2.45M Wide corridor V 1 56.930 3.750 213.49
Beside Toilet 2 5.230 3.750 39.23
PA Deputy 1 10.400 3.750 39.00
Waiting Area 1 11.705 3.750 43.89
Dean PA 1 19.140 3.750 71.78
In front of store 1 6.150 3.750 23.06
3.0M wide corridor H 1 60.710 3.750 227.66
Beside male toilet 1 5.180 3.750 19.43
Block E5
2.45M wide Corridor-H 2 82.500 3.750 618.75
2.45M wide Corridor-V 1 53.400 3.750 200.25
2.45M wide Corridor-V 1 65.870 3.750 247.01
3.6M wide corridor 1 63.354 3.750 237.58
In front of injection Rooms 1 9.785 3.750 36.69
Central Ramp
Ramp 1st & 3rd flight 2 71.230 3.750 534.23
Landings 1 10.240 3.750 38.40
Staircase
Stair case 5 26.252 3.750 492.23
Lifts Internal 6 9.600 3.750 216.00
Lifts Internal 4 10.800 3.750 162.00
Block C5
Wards 6 beds 10 29.750 1.500 446.250
Block E5
G Medicine Ward 1 67.920 1.500 101.880
Wards 6 beds 10 29.750 1.500 446.250
Platform walls 66 0.600 0.900 35.64
Cupboard walls 84 0.600 2.100 105.84
Head Rooms
Deductions
D4 -3 1.000 2.600 -7.80
D1 -7 1.800 2.600 -32.76
D2 -15 1.500 2.600 -58.50
D3 -7 1.200 2.600 -21.84
D4 -76 1.000 2.600 -197.60
D5 -15 0.900 2.100 -28.35
D6 -96 0.800 2.100 -161.28
ALD4 -4 1.000 2.600 -10.40
ALD5 -2 0.900 2.600 -4.68
Lift door -6 1.200 2.100 -15.12
Toilets -1104.33
10529.84
Say 10530.00 Sqm
Open To Sky 2 76.820 3.900 599.20
Open To Sky 1 87.330 3.900 340.59
For Elevation
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Deductions
W1 -15 1.800 1.700 -45.90
W2 -111 1.500 1.700 -283.05
W3 -8 1.200 1.700 -16.32
W4 -49 0.900 1.700 -74.97
V1 -7 1.800 0.500 -6.30
V3 -30 1.200 0.500 -18.00
Open Terrace
Parapet Wall 1 60.710 3.750 227.66
Dummy columns alround
C2 1 68 3.000 0.750 0.900 137.700
C3 1 51 3.600 0.900 0.900 148.716
C7 1 8 4.800 1.200 0.900 41.472
Dummy columns Top
C2 68 0.750 0.750 38.25
C3 51 0.900 0.900 41.31
C7 8 1.200 1.200 11.52
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 3 1.884 3.900 22.04
C6 9 1.413 3.900 49.60
Deductions
W1 -3 1.800 1.800 -9.72
5906.71
Say 5907.00 Sqm
Open Terrace
11 Impervious coat For terrace
Area as Per cad 1 624.050 624.050
Deduct OTS 1 -28.950 -28.950
Deduct Stair case Rooms -2 7.400 5.700 -84.360
Deduct Lift head Rooms -2 8.700 11.750 -204.450
306.29
Say 307.00 Sqm
BLOCK-C5 & E5
TOILET-1 2 4.800 8.130 78.048
TOILET-02 2 6.190 8.055 99.721
BLOCK-D5
TOILET-01 1 7.230 3.895 28.161
alround
BLOCK-C5 & E5
TOILET-1 2 25.860 0.300 15.516
TOILET-02 2 28.490 0.300 17.094
BLOCK-D5
TOILET-01 1 22.250 0.300 6.675
245.21
Say 246.00 Sqm
13 RCM Facia
42.90
Say 43.00 Sqm
Flooring
Block C5
Female toilet
Lobby 1 1.550 3.040 4.71
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Hand Wash Area 1 2.800 1.875 5.25
Staff Toilet 1 1.900 1.500 2.85
Janitors room 2 0.800 1.500 2.40
Male toilet
Lobby 1 4.440 1.915 8.50
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Urinal Area 1 1.460 1.125 1.64
Proffesor 2 1.645 1.350 4.44
Staff Toilet (M) 1 2.395 1.200 2.87
Staff Toilet (M) 1 1.645 0.800 1.32
Staff Toilet (F) 1 1.450 2.000 2.90
Staff Toilet (F) 1 1.645 0.800 1.32
Service Shaft 2 1.200 7.700 18.48
Block D5
Male Toilet
Hand wash area 1 3.245 1.850 6.003
Urinals Area 1 3.245 1.870 6.068
Urinals Area 1 1.130 1.180 1.333
WC 1 2.000 1.080 2.160
Female Toilet
Lobby 1 0.980 1.895 1.857
Handwash area 1 2.400 1.870 4.488
WC 2 1.700 1.080 3.672
Male Toilet
Hand wash area 1 1.800 2.440 4.392
Urinals Area 1 1.530 1.840 2.815
WC 1 1.100 2.050 2.255
Female Toilet
Lobby 1 1.100 0.890 0.979
Handwash area 1 1.750 1.450 2.538
WC 1 1.000 1.450 1.450
Block E5
Female toilet
Lobby 1 1.550 3.040 4.71
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Hand Wash Area 1 2.800 1.875 5.25
Staff Toilet 1 1.900 1.500 2.85
Janitors room 2 0.800 1.500 2.40
Male toilet
Lobby 1 4.440 1.915 8.50
WCs 5 1.350 1.010 6.82
Baths 4 1.350 1.050 5.67
Urinal Area 1 1.460 1.125 1.64
Service Shaft 2 1.200 7.700 18.48
289.26
Say 290.00 Sqm

Block C5
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst prof 1 4.350 2.550 11.09
Asst Prof 1 6.195 4.580 28.37
Prof 1 4.350 4.150 18.05
Library / Seminar 1 6.195 5.000 30.98
Asst prof 1 4.000 3.100 12.40
Asst Prof 1 3.600 7.700 27.72
Wards 6 beds 10 7.250 7.625 552.81
Lab technician 1 3.600 2.400 8.64
Security 1 3.600 2.300 8.28
Staff Room 1 5.000 2.455 12.28
Dirty Utility 1 2.400 3.000 7.20
Demo Room 1 5.000 6.355 31.78
Class Staff Room 1 5.150 2.450 12.62
Store Room 1 2.150 3.555 7.64
Treatment Room 2 3.000 3.900 23.40
Duty Nurse Room 2 2.750 3.900 21.45
Clean Utility 2 4.870 2.150 20.94
Equipment 2 2.310 3.900 18.02
Pantry 2 2.300 3.900 17.94
Block D5
Store Rom 1 4.000 2.175 8.70
QA Cell 1 4.215 3.880 16.35
QA Office 1 4.215 3.600 15.17
Document Center 1 4.215 3.100 13.07
Office Deputy MS 1 4.215 4.500 18.97
Office superintendent 1 3.880 4.685 18.18
Office Infection Room 1 4.065 2.300 9.35
Nursing Officce 1 4.065 2.450 9.96
Deputy Nurse 1 4.065 2.650 10.77
Super intendent office 1 3.525 5.270 18.58
Hospital & Staff Committee Room 1 14.165 6.835 96.82
Store 1 3.600 3.940 14.18
Pantry 1 2.400 3.000 7.20
Store Near St case 1 2.140 1.840 3.94
Block E5
G Medicine Ward 1 6.350 27.610 175.32
Asst prof 1 4.000 3.100 12.40
Wards 6 beds 10 7.250 7.625 552.81
Lab technician 1 3.600 2.400 8.64
Security 1 3.600 2.300 8.28
Demo Room 1 5.000 4.305 21.53
Dirty Utility 1 2.400 3.000 7.20
Demo Room 1 5.000 6.355 31.78
Class Staff Room 1 5.150 2.450 12.62
Elec Room 1 2.150 3.555 7.64
Treatment Room 2 3.000 3.900 23.40
Duty Nurse Room 2 2.750 3.900 21.45
Clean Utility 2 4.870 2.150 20.94
Equipment 2 2.310 3.900 18.02
Pantry 2 2.300 3.900 17.94
2524.71
Say 2525.00 Sqm

Corridors
Block C5
2.45M wide Corridor-H 2 41.250 2.450 202.13
2.45M wide Corridor-V 1 2.450 32.150 78.77
2.45M wide Corridor-V 1 2.450 30.845 75.57
Block D5
Waiting Area 1 4.200 4.750 19.95
Vertical In front of wiating 1 2.800 8.572 24.00
In front of elec Room 1 3.200 8.572 27.43
Waiting Area 1 4.165 3.880 16.16
PA Ms 1 4.165 3.000 12.50
2.45M Wide corridor V 1 2.450 27.240 66.74
Beside Toilet 2 1.865 1.500 5.60
PA Deputy 1 3.840 2.720 10.44
Waiting Area 1 3.840 4.025 15.46
Dean PA 1 7.555 3.140 23.72
In front of store 1 2.270 1.940 4.40
3.0M wide corridor H 1 28.855 3.000 86.57
Block E5
2.45M wide Corridor-H 2 41.250 2.450 202.13
2.45M wide Corridor-V 1 2.450 32.150 78.77
2.45M wide Corridor-V 1 2.450 34.445 84.39
Corridor
4.5m Corrdor-H 1 79.410 4.500 357.35
2.45M wide Corridor 1 25.425 2.450 62.29
Lift Lobby 1 4.650 5.400 25.11
3.6M wide corridor 1 30.325 3.6 109.17
1878.44
Say 1879.00 Sqm
16 Granite Slabs
Block-B4
Block-C4
Block-D4
Block-E4
Block-F4
127.500
Say 128.000 Sqm
110.87
Say 111.00 Sqm

slabs
W1 15 2.100 0.225 7.09
W2 111 1.800 0.225 44.96
W3 8 1.500 0.225 2.70
W4 49 1.200 0.225 13.23
V1 7 2.100 0.225 3.31
V3 30 1.500 0.225 10.13
81.41
Say 82.00 Sqm
19 Chequered tiles
Central Ramp
Ramp 1st & 3rd flight 2 2.450 33.165 162.51
Landings 1 5.340 2.450 13.08
188.59
Say 189.00 Sqm
b) Granite flooring
i Treads
100.800
Say 101.00 Sqm
ii Risers
56.70
Say 57.00 Sqm

Block C5
Asst prof 1 14.200 14.20
Asst prof 1 13.800 13.80
Asst Prof 1 21.550 21.55
Prof 1 17.000 17.00
Asst prof 1 14.200 14.20
Asst Prof 1 22.600 22.60
Security 1 11.800 11.80
Staff Room 1 14.910 14.91
Demo Room 1 22.710 22.71
Store Room 1 11.410 11.41
Equipment 2 12.420 24.84
Pantry 2 12.400 24.80
Block D5
Store Rom 1 12.350 12.35
QA Cell 1 16.190 16.19
QA Office 1 15.630 15.63
Document Center 1 14.630 14.63
Office Deputy MS 1 17.430 17.43
Office superintendent 1 17.130 17.13
Office Infection Room 1 12.730 12.73
Nursing Officce 1 13.030 13.03
Deputy Nurse 1 13.430 13.43
Super intendent office 1 17.590 17.59
Hospital & Staff Committee Room 1 42.000 42.00
Store 1 15.080 15.08
Pantry 1 10.800 10.80
Store Near St case 1 7.960 7.96
Block E5
Asst prof 1 14.200 14.20
Security 1 11.800 11.80
Demo Room 1 18.610 18.61
Demo Room 1 22.710 22.71
Elec Room 1 11.410 11.41
Equipment 2 12.420 24.84
Pantry 2 12.400 24.80
1289.99
Say 1290.00 Rmt

Stair case 5 26.252 131.26
188.16
Say 189.00 Rmt

Block-B5
Lift wall 1 5.400 3.750 20.25
Block-C5
Block-E5
Lift wall 1 5.400 3.750 20.25
Block-F5
Deductions
Lift door -6 1.200 2.100 -15.12
43.38
Say 44.00 Sqm

Block C5
Female toilet
Lobby 1 4.550 2.100 9.56
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 2.100 9.82
Staff Toilet 1 6.800 2.100 14.28
Janitors room 2 4.600 2.100 19.32
Male toilet
Lobby 1 8.245 2.100 17.31
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 2.100 10.86
Proffesor 2 5.990 2.100 25.16
Staff Toilet (M) 1 7.190 2.100 15.10
Staff Toilet (M) 1 4.890 2.100 10.27
Staff Toilet (F) 1 6.900 2.100 14.49
Staff Toilet (F) 1 4.890 2.100 10.27
Service Shaft 2 17.800 2.100 74.76
Block D5
Male Toilet
Hand wash area 1 10.190 2.100 21.40
Urinals Area 1 9.230 2.100 19.38
WC 1 6.160 2.100 12.94
Female Toilet
Lobby 1 0.980 2.100 2.06
Handwash area 1 8.540 2.100 17.93
WC 2 5.560 2.100 23.35
Male Toilet 2.100 0.00
Hand wash area 1 7.240 2.100 15.20
Urinals Area 1 5.490 2.100 11.53
WC 1 6.300 2.100 13.23
Female Toilet
Lobby 1 2.530 2.100 5.31
Handwash area 1 4.950 2.100 10.40
WC 1 4.900 2.100 10.29
Block E5
Female toilet
Lobby 1 4.550 2.100 9.56
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Hand Wash Area 1 4.675 2.100 9.82
Staff Toilet 1 6.800 2.100 14.28
Janitors room 2 4.600 2.100 19.32
Male toilet
Lobby 1 8.245 2.100 17.31
WCs 5 4.720 2.100 49.56
Baths 4 4.800 2.100 40.32
Urinal Area 1 5.170 2.100 10.86
Service Shaft 2 17.800 2.100 74.76
Deductions
ALD4 -4 1.000 2.100 -8.40
ALD5 -2 0.900 2.100 -3.78
D5 -15 0.900 2.100 -28.35
D6 -96 0.800 2.100 -161.28
1104.33
Say 1105.00 Sqm
Block C5
2.45M wide Corridor-H 2 82.500 1.500 247.500
2.45M wide Corridor-V 1 53.400 1.500 80.100
2.45M wide Corridor-V 1 65.870 1.500 98.805
Block D5
4.5m Corrdor-H 1 158.820 1.500 238.23
2.45M wide Corridor 1 56.930 1.500 85.40
Lift Lobby 1 20.100 1.500 30.15
PA Ms 1 11.330 1.500 17.00
2.45M Wide corridor V 1 56.930 1.500 85.40
Beside Toilet 2 5.230 1.500 15.69
PA Deputy 1 10.400 1.500 15.60
Waiting Area 1 11.705 1.500 17.56
Dean PA 1 19.140 1.500 28.71
In front of store 1 6.150 1.500 9.23
3.0M wide corridor H 1 60.710 1.500 91.07
Block E5
2.45M wide Corridor-H 2 82.500 1.500 247.500
2.45M wide Corridor-V 1 53.400 1.500 80.100
2.45M wide Corridor-V 1 65.870 1.500 98.805
3.6M wide corridor 1 63.354 1.500 95.031
Deductions
D1 -7 1.800 1.500 -18.90
D2 -12 1.500 1.500 -27.00
D3 -6 1.200 1.500 -10.80
D4 -76 1.000 1.500 -114.00
D5 -14 0.900 1.500 -18.90
D6 -15 0.800 1.500 -18.00
ALD4 -4 1.000 1.500 -6.00
ALD5 -2 0.900 1.500 -2.70
Lift door -6 1.200 1.500 -10.80
W2 -40 1.500 0.750 -45.00
1640.25
Say 1641.00 Sqm
b Dadooing in wards
Block C5
Wards 6 beds 10 29.750 1.500 446.250
Block E5
G Medicine Ward 1 67.920 1.500 101.880
Wards 6 beds 10 29.750 1.500 446.250
Deductions
D2 -2 1.500 1.500 -4.50
W2 -40 1.500 1.700 -102.00
Openings -20 1.600 1.500 -48.00
839.88
Say 840.00 Sqm

BLOCK-C5 & E5
TOILET-1 2 4.800 8.130 0.300 23.41
TOILET-02 2 6.190 8.055 0.300 29.92
BLOCK-D5
TOILET-01 1 7.230 3.895 0.300 8.45
61.78
Say 62.00 cum
26 Railing
Staircase
Stair case 5 7.490 0.900 33.71
52.16
Say 53.00 Sqm

Staircase
Stair case 5 26.252 131.26
Ramp
Ramp Flights 4 28.800 115.20
349.75
Say 350.00 Rmt

Internal
corridor at A-F block 1 4.400 4.400
corridor at A-B block 1 13.420 13.420
External
connecting corridor typ 6 3.800 22.800
81.24
Say 82.00 Rmt
29 Mastic pad
connecting corridor typ 6 3.800 0.400 9.120
corridor at A-F block 1 4.400 0.400 1.760
corridor at A-B block 1 13.420 0.400 5.368
16.25
Say 17.00 Sqm
29 Aluminium sheet
Internal
81.24
Say 82.00 Rmt
30 False ceiling
4404.00
Say 4404.00 Sqm

5658.00
Say 5658.00 Sqm
32 Wall putty
10530.00
Say 10530.00 Sqm

0.00
Say 0.00 Sqm
faces of walls
10530.00
Say 10530.00 Sqm
35
5907.00
Say 5907.00 Sqm

445.00 Sqm
Say 445.00 Sqm

550.80
Say 551.00 Rmt

D1 0.75 7 1.800 2.600 24.57
D2 0.75 15 1.500 2.600 43.88
D3 0.75 7 1.200 2.600 16.38
D4 0.75 79 1.000 2.600 154.05
D5 0.75 15 0.900 2.100 21.26
260.138
Say 261.00 Sqm
39 S & F of Doors
a D1(1.80 X 2.60) 7 1.800 2.600 32.76
Say 32.76 Sqm
b D2 (1.50 X 2.60) 15 1.500 2.600 58.50
Say 58.50 Sqm
c D3 (1.20 X 2.60) 7 1.200 2.600 21.84

Say 21.84 Sqm
d D4(1.00 X 2.60) 79 1.000 2.600 205.40

Say 205.40 Sqm
d D5 (0.9 X 2.10) 18 0.900 2.100 34.02

Say 34.02 Sqm
e D6(0.8 X 2.10) - Frame

96 5.000 480.00
480.00
Say 480.00 RM
f D6(0.8 X 2.10) - shutter 96 0.800 2.100 161.28

Say 161.28 Sqm
g SD (0.90 X 2.10) 1 0.900 2.100 1.89

Say 1.89 Sqm
h FD doors
FD(2.0X 2.10) 7 2.000 2.100 29.400
FD2(1.5X 2.10) 5 1.500 2.100 15.750
45.15
Say 45.15 Sqm
40 Alluminium doors
ALD4(1.0X 2.60) 4 1.000 2.600 10.400
10.400
Say 10.400 Sqm
ALD5(0.90X 2.60) 2 0.900 2.100 3.780

3.780
Say 3.780 Sqm
41 Windows
W1 18 1.800 1.700 55.08
W2 71 1.500 1.700 181.05
W3 8 1.200 1.700 16.32
W4 49 0.900 1.700 74.97

W2 40 1.500 1.700 102.00
c Ventilators
V1 7 1.800 0.500 6.30
V3 30 1.200 0.500 18.00
24.30 Sqm
W1 15 1.800 1.700 45.90
W2 111 1.500 1.700 283.05
W3 8 1.200 1.700 16.32
W4 49 0.900 1.700 74.97
Ventilators
V1 7 1.800 0.500 6.30
V3 30 1.200 0.500 18.00
444.54 Sqm
Say 445.00 Sqm
6675.00 Kgs
43 Cupboards
Block-C5
Store 1 2.150 2.100 4.52
Staff Room 1 2.450 2.100 5.15
Demo Room 1 5.000 2.100 10.50
Duty Rooms 8 2.500 2.100 42.00
Block-D5
QA Office 6 3.000 2.100 37.80
Store nursing Superintendent 3 3.000 2.100 18.90
Block-E5
Store 1 2.150 2.100 4.52
Staff Room 1 2.450 2.100 5.15
Demo Room 1 5.000 2.100 10.50
Duty Rooms 8 2.500 2.100 42.00
191.310
Say 192.000 Sqm
44 Structural steel for OTS @ 1kg/Sft

OTS 1 1 18.900 4.865 91.949
OTS 1 1 17.105 15.790 270.088
362.04 Sqm
3896.96 Sft
Say 3897.00 Kgs
45 Open to Sky area

OTS 1 1 18.900 4.865 91.949
OTS 1 1 17.105 15.790 270.088
362.04
Say 363.00 Sqm
46 Open to Sky area

OTS 1 2 18.900 37.80
2 4.865 9.73
OTS 1 2 17.105 34.21
2 15.790 31.58
113.32
Say 114.00 RM
47 terrazo tles @inclind slab

tiles 1 400.830 2.619 1049.96
1049.96
Say 1050.00 Sqm
Open To Sky 2 76.820 3.900 599.20
Open To Sky 1 87.330 3.900 340.59
For Elevation
elevation fins 254 0.600 3.900 594.36
elevation fins 26 0.600 3.900 60.84
Deductions
W1 -15 1.800 1.700 -45.90
W2 -111 1.500 1.700 -283.05
W3 -8 1.200 1.700 -16.32
W4 -49 0.900 1.700 -74.97
V1 -7 1.800 0.500 -6.30
V3 -30 1.200 0.500 -18.00
4840.65
Say 4841 Sqm
DETAILED ESTIMATE - SIXTH FLOOR
under lintels
D1 2 5 0.300 0.225 0.150 0.101
D3 2 3 0.300 0.100 0.150 0.027
D4 2 6 0.300 0.225 0.150 0.122
D5 2 3 0.300 0.100 0.150 0.027
FD1 2 2 0.300 0.100 0.150 0.018
ALD4 2 2 0.300 0.100 0.150 0.018
Lift door 2 6 0.300 0.225 0.150 0.122
W1 2 4 0.300 0.100 0.150 0.036
W2 2 24 0.300 0.100 0.150 0.216
W4 2 30 0.300 0.100 0.150 0.270
D4 2 7 0.300 0.225 0.150 0.142
D5 2 4 0.300 0.100 0.150 0.036
D6 2 19 0.300 0.225 0.150 0.385
ALD4 2 1 0.300 0.225 0.150 0.020
ALD5 2 2 0.300 0.225 0.150 0.041
Hold fasts
D1 6 5 0.230 0.225 0.150 0.233
D3 6 3 0.230 0.100 0.150 0.062
D4 6 6 0.230 0.225 0.150 0.279
D5 6 3 0.230 0.100 0.150 0.062
FD1 6 2 0.230 0.100 0.150 0.041
ALD4 6 2 0.230 0.100 0.150 0.041
Lift door 6 6 0.230 0.225 0.150 0.279
W1 4 4 0.230 0.100 0.150 0.055
W2 4 24 0.230 0.100 0.150 0.331
W4 4 30 0.230 0.100 0.150 0.414
D4 6 7 0.230 0.225 0.150 0.326
D5 6 4 0.230 0.100 0.150 0.083
D6 6 19 0.230 0.225 0.150 0.885
ALD4 6 1 0.230 0.225 0.150 0.047
ALD5 6 2 0.230 0.225 0.150 0.093
4.81
Say 5.00
2 PCC for Steps
Staircase 3 24 2.000 0.300 0.150 6.48
6.48
Say 7.00
3 Sill slabs
W1 4 2.100 0.225 0.100 0.189
W2 24 1.800 0.225 0.100 0.972
W3 0 1.500 0.225 0.100 0.000
W4 0 1.200 0.225 0.100 0.000
V4 12 1.200 0.225 0.100 0.324
V5 12 0.900 0.225 0.100 0.243
1.73
Say 2.00
4 RCC M20 grade mix
a Platforms
Male toilet 1 2.750 0.600 1.65
Female toilet 1 2.095 0.600 1.26
Male & Female Toil 2 1.750 0.600 2.10
Public toilet-M 1 4.600 0.600 2.76
Public toilet-F 1 4.200 0.600 2.52
Public toilet-M&F Right side 2 4.200 0.600 5.04
15.33
Say 16.00
b Loft
Admin office 1 5 2.000 0.600 6.00
6.00
Say 6.00

Say 22.00
c Racks
Admin office 3 5 2.000 0.450 13.50
13.50
Say 14.00
5 VRCC M25 grade
a Columns
C1A 45 0.600 0.600 3.750 60.750
C2 42 0.750 0.750 3.750 88.594
C3 14 0.900 0.900 3.750 42.525
C4 0.785 3 0.9 3.750 7.948
C4A 20 0.300 0.600 3.750 13.500
C7 3 1.200 1.200 3.750 16.200
127 229.52
Say 230.00
a Dummy Columns
C1A 3 0.600 0.900 0.900 1.458
C2 138 0.750 0.750 0.900 69.863
C3 28 0.900 0.900 0.900 20.412
169 91.733
Say 92.000
b Lintels
D1 5 2.260 0.225 0.175 0.445
D3 3 1.660 0.225 0.175 0.196
D4 6 1.460 0.225 0.175 0.345
D5 3 1.360 0.225 0.175 0.161
FD1 2 2.260 0.225 0.175 0.178
ALD4 2 1.460 0.225 0.175 0.115
Lift door 6 1.660 0.225 0.175 0.392
W1 4 2.260 0.225 0.175 0.356
W2 24 1.960 0.225 0.175 1.852
W4 30 1.360 0.225 0.175 1.607
D4 7 1.460 0.100 0.175 0.179
D5 4 1.360 0.100 0.175 0.095
D6 19 1.260 0.100 0.175 0.419
ALD4 1 1.460 0.100 0.175 0.026
ALD5 2 1.360 0.100 0.175 0.048
118 6.41
Say 7.00
6 VRCC M25 grade
a Roof Beams
Block-B
Horizontal
i15-i17,e15-e17 2 4.968 0.230 0.500 1.143
e17-e30 1 16.718 0.230 0.500 1.923
m17-m30 1 16.488 0.230 0.500 1.896
i17-i30 1 16.718 0.230 0.600 2.307
secondary beam 1 3 0.230 0.500 0.345
r31-r38 1 9.058 0.230 0.750 1.563
m31-m38 1 9.703 0.230 0.650 1.451
m17-m23 1 6.785 0.230 0.500 0.780
m23-m29 1 6.785 0.230 0.650 1.014
i17-i30 1 16.718 0.230 0.650 2.499
i30-i41 1 13.445 0.230 0.500 1.546
d17-d41 1 29.933 0.230 0.500 3.442
Verticals
G1-M1 typ 3 7.27 0.230 0.500 2.508
G4-M4 1 7.27 0.230 0.600 1.003
e17-i17 typ 4 3.8 0.230 0.500 1.748
i17-m17 typ 7 5.538 0.230 0.500 4.458
i42-q42 typ 1 9.526 0.230 0.600 1.315
m31-r31 typ 2 5.6 0.230 0.500 1.288
r38-v38 1 1.96 0.230 0.500 0.225
q42-v42 1 3.75 0.230 0.500 0.431
Ramp
Horizontals
Ramp beams 14 2.52 0.230 0.250 2.029
Ramp beams 2 5.34 0.230 0.250 0.614
Verticals
Ramp beams- q47-o'47 typ 2 38.236 0.230 0.400 7.035
Ramp beams-s49-k'49 2 33.164 0.230 0.400 6.102
Block-D6
Horizontals
s'54-s'72 typ 2 24.316 0.230 0.500 5.593
s'72-s'80 typ 6 11.125 0.230 0.500 7.676
z'66-z'72 2 6.985 0.230 0.500 1.607
secondary beam 1 6.985 0.230 0.500 0.803
z54-z57 1 4.8 0.230 0.500 0.552
z57-z63 1 8 0.230 0.600 1.104
z63-z67 1 4.53 0.230 0.500 0.521
u54-u59 1 7.068 0.230 0.500 0.813
u75-u80 1 6.846 0.230 0.500 0.787
verticals
u54-s'54 typ 2 37.595 0.230 0.500 8.647
d'58-s'58 typ 2 9.935 0.230 0.500 2.285
q'67-s'67 1 18.635 0.230 0.500 2.143
z66-J'66 typ 3 4.53 0.230 0.600 1.875
J'66-d'66 1 14.235 0.230 0.500 1.637
I'72-s'72 typ 2 25.171 0.230 0.500 5.789
Block-A
Horizontals
o47-o83 typ 2 61.638 0.300 0.600 22.190
verticals
k44-o44 typ 11 5.028 0.230 0.500 6.360
Block-F
Horizontals
A'91-A'99 typ 2 9 0.230 0.500 2.070
n88-n114 1 33.04 0.230 0.500 3.800
w100-w106 1 8.48 0.230 0.500 0.975
l85-l115 1 41.197 0.230 0.500 4.738
verticals
k89-x89 typ 3 13.115 0.230 0.500 4.525
Lift beam 1 5.27 0.230 0.500 0.606
n100-w100 typ 3 7 0.230 0.500 2.415
corridor beams 5 2.27 0.230 0.500 1.305
Deductions
direction
C1A -45 0.600 0.230 0.500 -3.105
C2 -42 0.750 0.230 0.500 -3.623
C3 -14 0.900 0.230 0.500 -1.449
C4 -3 0.450 0.230 0.500 -0.155
C4A -20 0.300 0.230 0.500 -0.690
C7 -3 1.200 0.230 0.500 -0.414
direction
C1A -45 0.600 0.230 0.500 -3.105
C2 -42 0.750 0.230 0.500 -3.623
C3 -14 0.900 0.230 0.500 -1.449
C4 -3 0.450 0.230 0.500 -0.155
C4A -20 0.600 0.230 0.500 -1.380
C7 -3 1.200 0.230 0.500 -0.414
parapet level beam for elevation tiles- for
Block-C & E 2 202.19 0.230 0.500 46.504
175.61
Say 176.00
b Roof slab
Corridor-H in top 1 1 24.490 2.730 66.858
66.86
Say 67.00

BLOCK-D
S'54-S'80xS'54-Y54 1 1 35.900 32.870 1180.033
Ded of Staircase 1 -1 7.095 5.000 -35.475
Ded of Toi 1 -1 7.230 3.900 -28.197
Ded of Duct 1 -1 6.985 13.775 -96.218
Ded of Duct 1 -1 17.100 22.245 -380.390
U54-U59xU54-Y54 2 1 7.230 5.190 75.047
BLOCK-B
Beside Toilets 1 1 6.115 5.770 35.284
3.6m Wide Corridor(H) 1 1 35.330 4.030 142.380
Lift Lobby 1 1 6.115 5.770 35.284
Corridor(V) in front lobby 1 1 3.500 12.300 43.050
BLOCK-A
4.5m Wide Corridor 1 1 62.310 5.330 332.112
BLOCK-F
Expansion Joint Corridor 1 1 7.500 5.000 37.500
Lift Lobby 1 1 6.015 5.730 34.466
1479.07
Say 1480.00

BLOCK-D
BLOCK-B
BLOCK-F
Ramp 1 1 5.740 38.460 220.760
454.88
Say 455.00
BLOCK-D
TOILET-01 1 1 7.230 3.895 28.161
BLOCK-B
TOILET-01 1 1 9.700 5.770 55.969
BLOCK-F
TOILET-01 1 1 8.480 7.230 61.310
145.44
Say 146.00
7 Sunshades
W1 4 2.100 8.400
W2 24 1.800 43.200
W3 0 1.500 0.000
W4 30 1.200 36.000
V4 12 1.200 14.400
V5 12 0.900 10.800
112.80
Say 113.00

Block D6
Male toilets to admin office typ 1 2 36.670 0.225 3.250 53.63
deduct C1A 1 -7 0.600 0.225 3.250 -3.07
deduct C2 1 -7 0.750 0.225 3.250 -3.84
Corridor to male toilet 1 2 41.612 0.225 3.250 60.86
deduct C1A 1 -10 0.600 0.225 3.250 -4.39
deduct C2 1 -3 0.750 0.225 3.250 -1.65
deduct C3 1 -1 0.900 0.225 3.250 -0.66
cut out terrace below h 1 1 17.169 0.225 3.250 12.55
cut out terrace below v 1 1 22.501 0.225 3.250 16.45
deduct C1A 1 -3 0.600 0.225 3.250 -1.32
deduct C2 1 -1 0.750 0.225 3.250 -0.55
cut out h 1 1 11.495 0.225 3.250 8.41
deduct C1A 1 -2 0.600 0.225 3.250 -0.88
cut out v 1 1 14.020 0.225 3.250 10.25
deduct C1A 1 -2 0.600 0.225 3.250 -0.88
deduct C2 1 -1 0.750 0.225 3.250 -0.55
Waiting 1 1 3.164 0.225 3.250 2.31
meeting h 1 3 4.147 0.225 3.250 9.10
court yard v 1 2 8.951 0.225 3.250 13.09
deduct C1A 1 -2 0.600 0.225 3.250 -0.88
deduct C3 1 -2 0.900 0.225 3.250 -1.32
admin office v 1 7 5.000 0.225 3.250 25.59
deduct corridor openings 1 -1 1.300 0.225 3.250 -0.95
staircase h 1 1 6.340 0.225 3.250 4.64
reception v 1 2 3.880 0.225 3.250 5.67
admin ofice h 1 2 5.050 0.225 3.250 7.39
ramp h 1 1 5.040 0.225 3.500 3.97
ramp v 1 2 38.240 0.225 3.500 60.23
deduct C4A 1 -12 0.600 0.225 3.500 -5.67
stair case to stair case 1 1 77.980 0.225 3.250 57.02
deduct C1A 1 -6 0.600 0.225 3.250 -2.63
deduct C2 1 -3 0.750 0.225 3.250 -1.65
deduct C3 1 -3 0.900 0.225 3.250 -1.97
deduct corridor openings 1 -2 3.173 0.225 3.250 -4.64
injection room h 1 1 5.660 0.225 3.250 4.14
Toilet h 1 1 9.655 0.225 3.250 7.06
female toilet h 1 1 4.400 0.225 3.250 3.22
male h 1 1 4.700 0.225 3.250 3.44
phc l shape 1 1 6.260 0.225 3.750 5.28
toilet room v 1 7 5.520 0.225 3.250 28.26
deduct oprnings 1 -3 2.000 0.225 3.250 -4.39
injection room offset 1 1 1.530 0.225 3.250 1.12
deduct C4 1 -3 0.750 0.225 3.250 -1.65
stair case h 1 3 9.220 0.225 3.250 20.23
deduct C2 1 -2 0.750 0.225 3.250 -1.10
deduct C2 1 -2 0.750 0.225 3.250 -1.10
lift v 1 1 4.600 0.225 3.250 3.36
staircase duct h 1 2 0.600 0.225 3.250 0.88
connecting corridor B&C 1 2 3.400 0.225 3.250 4.97
stair case h 1 3 9.220 0.225 3.250 20.23
deduct C2 1 -2 0.750 0.225 3.250 -1.10
deduct C2 1 -2 0.750 0.225 3.250 -1.10
lift v 1 1 4.600 0.225 3.250 3.36
connecting corridor E&F 1 2 5.500 0.225 3.250 8.04
corridor v infront of staircase 1 1 7.560 0.225 3.250 5.53
Public toilet h 1 2 7.063 0.225 3.250 10.33
Public toilet v 1 4 5.500 0.225 3.250 16.09
deduct shaft 1 -2 1.520 0.225 3.250 -2.22
deduct C2 1 -2 0.750 0.225 3.250 -1.10
deduct C3 1 -2 0.900 0.225 3.250 -1.32
corridor end wall 1 1 144.000 0.225 0.900 29.16
All round stair case 1 2 23.800 0.225 3.250 34.81
All round lift 1 2 9.800 0.225 3.250 14.33
water tank sides 2 29.000 0.225 1.500 19.58
C & E block all round brick work 1 2 209.510 0.225 1.000 94.28
all round open to sky 1 2 76.920 0.225 1.000 34.61
C2 -60 0.750 0.225 1.000 -10.13
Deductions
D1 -5 1.800 0.225 2.600 -5.27
D3 -3 1.200 0.225 2.600 -2.11
D4 -6 1.000 0.225 2.600 -3.51
D5 -3 0.900 0.225 2.100 -1.28
FD1 -2 1.800 0.225 1.700 -1.38
ALD4 -2 1.000 0.225 2.100 -0.95
Lift door -6 1.200 0.225 2.100 -3.40
W1 -4 1.800 0.225 1.700 -2.75
W2 -24 1.500 0.225 1.700 -13.77
W4 -30 0.900 0.225 1.700 -10.33
Lintels
D1 -5 2.260 0.225 0.175 -0.445
D3 -3 1.660 0.225 0.175 -0.196
D4 -6 1.460 0.225 0.175 -0.345
D5 -3 1.360 0.225 0.175 -0.161
FD1 -2 2.260 0.225 0.175 -0.178
ALD4 -2 1.460 0.225 0.175 -0.115
Lift door -6 1.660 0.225 0.175 -0.392
W1 -4 2.260 0.225 0.175 -0.356
W2 -24 1.960 0.225 0.175 -1.852
W4 -30 1.360 0.225 0.175 -1.607
643.01
Say 644.00

Horizontal
Public Toilet block
L.Toilet-L shape 3 2.965 2.400 21.35
G.Toilet-L shape 3 2.965 2.400 21.35
urinals 1 2.100 2.400 5.04
male toilet v 1 4.350 3.250 14.14
WC L shape 1 2.500 2.400 6.00
female toilet h 2 3.099 3.250 20.14
female toilet v 2 1.180 2.400 5.66
admin office L shape 1 9.230 3.250 30.00
reception v 1 3.000 3.250 9.75
pa h 2 6.970 3.250 45.31
reception h 1 4.900 3.250 15.93
Admin office to PA 1 25.422 3.250 82.62
Admin office h 5 4.165 3.250 67.68
female toilet 1 4.000 3.250 13.00
male toilet 1 3.000 3.250 9.75
Toilet Block near Staircase
female h 4 1.500 2.400 14.40
female v 1 5.540 2.400 13.30
male h 4 1.500 2.400 14.40
male v 1 5.540 2.400 13.30
elevation fins 23 3.100 3.900 278.07
elevation fins 2 7.400 3.900 57.72
Deductions
D4 -7 1.000 2.600 -18.20
D5 -4 0.900 2.100 -7.56
D6 -19 0.800 2.100 -31.92
ALD4 -1 1.000 2.100 -2.10
ALD5 -2 0.900 2.100 -3.78
Lintels
D4 -7 1.460 0.175 -1.79
D5 -4 1.360 0.175 -0.95
D6 -19 1.260 0.175 -4.19
ALD4 -1 1.460 0.175 -0.26
ALD5 -2 1.360 0.175 -0.48
687.67
Say 688.00
7 TMT STEEL
Dummy Columns 92.0 250.000 Kgs/Cum 23000.00
Lintels 7.0 80.000 Kgs/Cum 560.00
Shelves 13.50 0.025 80.000 Kgs/Cum 27.00
Sillslab 1.728 80.000 Kgs/Cum 138.24
151364.30
Say 151.40
8 Mild Steel
RBM 687.7 2.000 Kgs/Sqm 1375.34
1466.54
Say 1.47

Flooring 88.00
1960.88
Say 1961.00

Store room 1 13.400 3.750 50.25
Ele.Room 1 12.750 3.750 47.81
Receiption & Establishment section 1 40.208 3.750 150.78
Admin office 1 14.530 3.750 54.49
PA 1 12.730 3.750 47.74
Admin office 1 17.130 3.750 64.24
PA 1 12.730 3.750 47.74
Meeting room 1 25.510 3.750 95.66
Meeting room 1 18.190 3.750 68.21
Admin office 1 18.220 3.750 68.33
PA 1 14.280 3.750 53.55
General section 1 35.232 3.750 132.12
PA 1 13.530 3.750 50.74
Admin office 1 20.280 3.750 76.05
Accounrs section 1 35.084 3.750 131.57
Receiption 1 16.142 3.750 60.53
Meeting room 1 21.200 3.750 79.50
Admin office 1 16.000 3.750 60.00
PA 2 11.560 3.750 86.70
infront of PA 1 12.224 3.750 45.84
Admin office 1 16.000 3.750 60.00
Admin office 1 18.460 3.750 69.23
PA 1 12.060 3.750 45.23
Infront of Female toilet 1 13.898 3.750 52.12
between meeting halls 1 17.264 3.750 64.74
Between block B & C 3.750 0.00
Injection room 2 10.800 3.750 81.00
Staircase 1 23.740 3.750 89.03
Staircase 2 26.242 3.750 196.82
Lift Lobby 2 14.700 3.750 110.25
Lift walls 2 5.400 3.750 40.50
Male Toilet-T13 1 15.366 3.750 57.62
WC 1 5.200 3.750 19.50
Female Toilet-T14
Entry 1 5.750 3.750 21.56
Hand wash area 1 4.038 3.750 15.14
WC 2 6.600 3.750 49.50
Male Toilet-T51
Hand wash area/Urinal 1 9.380 3.750 35.18
wash basin area 1 1.200 3.750 4.50
WC 1 7.200 3.750 27.00
Female Toilet-T52
Entry 1 4.000 3.750 15.00
Hand wash area 1 2.900 3.750 10.88
WC 1 4.900 3.750 18.38
Between block B & C
Public toilet(Female) T-02
Entry 1 3.400 3.750 12.75
Hand wash area 1 12.760 3.750 47.85
WC 3 5.000 3.750 56.25
PHC-06 1 8.010 3.750 30.04
Public toilet(Male) T-02
Entry 1 3.768 3.750 14.13
Hand wash area 1 12.350 3.750 46.31
WC 3 5.000 3.750 56.25
Urinal area 1 7.080 3.750 26.55
Between block E & F
Public toilet(Female)
Hand wash area 1 14.480 3.750 54.30
WC 3 5.000 3.750 56.25
PHC-06 1 7.480 3.750 28.05
Public toilet(Male)
Hand wash area 1 14.280 3.750 53.55
WC 3 5.000 3.750 56.25
Urinal area 1 7.080 3.750 26.55
corridor from Exp Joint to D6 Block 1 19.154 3.750 71.83
Waiting Area 1 17.500 3.750 65.63
Between block B & C
corridor at Injection 1 18.470 3.750 69.26
corridor at PHC 1 8.704 3.750 32.64
corridor at Public toi 1 15.224 3.750 57.09
corridor at Public toi to Lift-h 1 37.700 3.750 141.38
corridor at Lift lobby-v 1 19.816 3.750 74.31
corridor -h 1 77.980 3.750 292.43
Between block E & F
corridor at St.Case & Lift-V 1 32.442 3.750 121.66
corridor at Lift-V 1 12.860 3.750 48.23
Stair case 5 26.252 3.750 492.23
All round lift 6 10.900 3.750 245.25
water tank sides 2 30.000 1.500 90.00
Deductions
D1 -5 1.800 2.600 -23.40
D3 -3 1.200 2.600 -9.36
D4 -13 1.000 2.600 -33.80
D5 -7 0.900 2.100 -13.23
D6 -19 0.800 2.100 -31.92
FD1 -2 2.000 2.100 -8.40
ALD4 -3 1.000 2.100 -6.30
ALD5 -2 0.900 2.100 -3.78
Lift door -6 1.200 2.100 -15.12
Toilets -419.00
4293.18
Say 4294.00
Alround external for D6 Block,Ramp &
1
Toilet blocks 1 516.574 3.900 2014.64
C & E block all round brick work 1 2 209.510 2.230 934.41
all round open to sky 1 2 76.920 2.230 343.06
water tank sides 2 30.820 1.500 92.46
elevation fins 46 0.600 3.900 107.64
elevation fins 4 0.600 3.900 9.36
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 3 1.884 3.900 22.04
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -24 1.500 1.700 -61.20
W4 -30 0.900 1.700 -45.90
3663.28
Say 3664.00
10 Impervious coat at terrace floor

bottom
block C & E 2 2006.000 4012.00
water tank 2 9.660 5.750 111.09
water tank sides 2 30.820 1.500 92.46
4215.550
Say 4216.000

bottom
Toilet block 2 8.130 5.600 91.06
Sides
L.Toilet block 2 27.460 0.300 16.48
107.53
Say 108.00
12 RCM Facia
Corriodor end wall 1 1 152.000 0.300 45.600
45.60
Say 46.00
Flooring
Block D6
Male Toilet-T13 1 3.330 4.353 14.50
Deduct WC -1 1.100 1.703 -1.87
WC 1 1.000 1.600 1.60
Female Toilet-T14
Entry 1 0.980 1.895 1.86
Hand wash area 1 2.019 1.895 3.83
WC 2 1.500 1.800 5.40
Male Toilet-T51
wash basin area 1 1.800 0.600 1.08
WC 1 1.100 2.500 2.75
Female Toilet-T52
Entry 1 0.900 1.100 0.99
Hand wash area 1 1.750 1.450 2.54
WC 1 1.000 1.450 1.45
Between block B & C
Entry 1 1.250 1.700 2.13
Hand wash area 1 4.600 1.780 8.19
WC 3 1.000 1.500 4.50
PHC-06 1 2.277 1.728 3.93
Entry 1 1.884 1.050 1.98
Hand wash area 1 1.884 4.291 8.08
WC 3 1.000 1.500 4.50
Urinal area 1 1.500 2.040 3.06
Between block E & F
Hand wash area 1 1.800 5.440 9.79
WC 3 1.000 1.500 4.50
PHC-06 1 2.140 1.600 3.42
Public toilet(Male)
Hand wash area 1 1.800 5.340 9.61
WC 3 1.000 1.500 4.50
Urinal area 1 1.500 2.040 3.06
110.61
Say 111.00

Store room 1 4.000 2.700 10.80
Ele.Room 1 4.000 2.375 9.50
Receiption & Establishment section 1 6.800 13.304 90.47
Admin office 1 3.965 3.300 13.08
PA 1 3.965 2.400 9.52
Admin office 1 3.965 4.600 18.24
PA 1 3.965 2.400 9.52
Meeting room 1 7.395 5.360 39.64
Meeting room 1 3.965 5.130 20.34
Admin office 1 3.750 5.360 20.10
PA 1 4.500 2.640 11.88
General section 1 9.440 8.176 77.18
PA 1 4.065 2.700 10.98
Admin office 1 3.425 6.715 23.00
Accounrs section 1 12.310 5.232 64.41
Receiption 1 2.840 5.231 14.86
Meeting room 1 5.900 4.700 27.73
Admin office 1 3.300 4.700 15.51
PA 2 2.330 3.450 16.08
infront of PA 1 4.860 1.252 6.08
Admin office 1 3.300 4.700 15.51
Admin office 1 3.000 6.230 18.69
PA 1 2.485 3.545 8.81
Infront of Female toilet 1 3.087 3.862 11.92
between meeting halls 1 2.456 6.176 15.17
Between block B & C
Injection room 2 3.000 2.400 14.40
593.40
Say 594.00

Corridors
Waiting Area 1 4.000 4.750 19.00
Between block B & C
corridor at PHC 1 2.961 1.391 4.12
corridor -h 1 77.980 4.500 350.91
Between block E & F
558.51
Say 559.00
15 Granite Slabs
Lift Lobby 2 4.650 5.400 50.22
Staire case entry 2 3.838 2.000 15.35
Staire case entry 2 2.000 0.700 2.80
87.172
Say 88.000
15.33
Say 16.00

slabs
W1 4 1.800 0.225 1.620
W2 24 1.500 0.225 8.100
W4 30 0.900 0.225 6.075
15.80
Say 16.00
18 Chequered tiles
Ramp 1st flight 2 9.023 2.400 43.31
Ramp,2nd flight 2 9.000 2.400 43.20
Ramp 3rd flight 2 6.035 2.400 28.97
Landings 4 2.400 2.400 23.04
Mid Landings 1 3.000 5.100 15.30
153.82
Say 154.00
b) Granite flooring
i Treads
Staircase 3 24 2.000 0.300 43.20
43.200
Say 44.00
ii Risers
Staircase 3 26 2.000 0.150 23.40
23.40
Say 24.00

Store room 1 13.400 13.400
Ele.Room 1 12.750 12.750
Receiption & Establishment section 1 40.208 40.208
Admin office 1 14.530 14.530
PA 1 12.730 12.730
Admin office 1 17.130 17.130
PA 1 12.730 12.730
Meeting room 1 25.510 25.510
Meeting room 1 18.190 18.190
Admin office 1 18.220 18.220
PA 1 14.280 14.280
General section 1 35.232 35.232
PA 1 13.530 13.530
Admin office 1 20.280 20.280
Accounrs section 1 35.084 35.084
Receiption 1 16.142 16.142
Meeting room 1 21.200 21.200
Admin office 1 16.000 16.000
PA 2 11.560 23.120
infront of PA 1 12.224 12.224
Admin office 1 16.000 16.000
Admin office 1 18.460 18.460
PA 1 12.060 12.060
Infront of Female toilet 1 13.898 13.898
between meeting halls 1 17.264 17.264
Between block B & C
Injection room 2 10.800 21.600
491.77
Say 492.00

Staircase 1 1 23.740 23.740
Staircase 2 1 26.242 52.484
76.22
Say 77.00

Lift Lobby 2 14.700 1.500 44.10
Lift walls 2 5.400 3.750 40.50
Deductions
Lift door -4 1.200 2.100 -10.08
D1 -2 1.800 1.500 -5.40
69.12
Say 70.00

Block D6
Male Toilet-T13 1 15.366 2.100 32.27
WC 1 5.200 2.100 10.92
Female Toilet-T14
Entry 1 5.750 2.100 12.08
Hand wash area 1 4.038 2.100 8.48
WC 2 6.600 2.100 27.72
Male Toilet-T51
wash basin area 1 1.200 2.100 2.52
WC 1 7.200 2.100 15.12
Female Toilet-T52
Entry 1 4.000 2.100 8.40
Hand wash area 1 2.900 2.100 6.09
WC 1 4.900 2.100 10.29
Between block B & C
Entry 1 3.400 2.100 7.14
Hand wash area 1 12.760 2.100 26.80
WC 3 5.000 2.100 31.50
PHC-06 1 8.010 2.100 16.82
Entry 1 3.768 2.100 7.91
Hand wash area 1 12.350 2.100 25.94
WC 3 5.000 2.100 31.50
Urinal area 1 7.080 2.100 14.87
Between block E & F
Hand wash area 1 14.480 2.100 30.41
WC 3 5.000 2.100 31.50
PHC-06 1 7.480 2.100 15.71
Public toilet(Male)
Hand wash area 1 14.280 2.100 29.99
WC 3 5.000 2.100 31.50
Urinal area 1 7.080 2.100 14.87
Deductions
ALD4 -1 1.000 2.100 -2.10
ALD5 -2 0.900 2.100 -3.78
D5 -7 0.900 2.100 -13.23
D6 -19 0.800 2.100 -31.92
419.00
Say 419.00
Waiting Area 1 17.500 1.500 26.250
Between block B & C
corridor at PHC 1 8.704 1.500 13.056
corridor -h 1 77.980 1.500 116.970
Between block E & F
Deductions
D1 -5 1.800 1.500 -13.50
D3 -3 1.200 1.500 -5.40
D4 -9 1.000 1.500 -13.50
D5 -5 0.900 1.500 -6.75
D6 -2 0.800 1.500 -2.40
ALD4 -3 1.000 1.500 -4.50
ALD5 -2 0.900 1.500 -2.70
FD1 -2 2.000 1.500 -6.00
419.20
Say 420.00

Toilet block 2 8.130 5.600 0.300 27.32
27.32
Say 28.00
25 Railing
Stair case 3 7.490 0.900 20.22
38.68
Say 39.00

Staircase
Stair case 3 26.252 78.76
Ramp
Ramp Flights 4 28.800 115.20
301.25
Say 302.00

Internal
External
81.24
Say 82.00
28 Mastic pad
16.25
Say 17.00
28 Aluminium sheet
Internal
81.24
Say 82.00
29 False ceiling
1153.00
Say 1153.00

1961.00
Say 1961.00
31 Wall putty
4294.00
Say 4294.00

0.00
Say 0.00
faces of walls
4294.00
Say 4294.00
34
3664.00
Say 3664.00

129.00
Say 129.00

D1 (1.80 X 2.60) 0.75 5 1.800 2.600 17.550
D3 (1.20 X 2.60) 0.75 3 1.200 2.600 7.020
D4 (1 X 2.60) 0.75 16 1.000 2.600 31.200
D5 (0.9 X 2.10) 0.75 9 0.900 2.100 12.758
68.528
Say 69.00
37 S & F of Doors
a D1 (1.80 X 2.60) 5 1.800 2.600 23.400
Say 23.400
b D3 (1.20 X 2.60) 3 1.200 2.600 9.36

Say 9.36
c D4 (1 X 2.60) 16 1.000 2.600 41.600

Say 41.600
d D5 (0.9 X 2.10) 9 0.900 2.100 17.01

Say 17.01
e D6(0.8 X 2.10) - Frame

19 5.000 95.00
95.00
Say 95.00
f D6(0.8 X 2.10) - shutter 19 0.800 2.100 31.92

Say 31.92
g SD (0.90 X 2.10) 1 0.900 2.100 1.89

Say 1.89
h FD doors
FD(2.0X 2.10) 7 2.000 2.100 29.400
FD2(1.5X 2.10) 5 1.500 2.100 15.750
45.15
Say 45.15

OTS 2 30.945 7.910 489.550
489.55
5269.52
Say 5270.00
39 Open to Sky area

OTS 2 30.945 7.910 489.550
489.55
Say 490.00
40 Open to Sky area

OTS 1 6 30.945 7.910 1468.650
1468.65
Say 1469.00
38 Windows
W1 4 1.800 1.700 12.240
W2 24 1.500 1.700 61.200
W3 0 1.200 1.700 0.000
W4 30 0.900 1.700 45.900

W1 0 1.800 1.800 0.00
Total Quantity 0.00
c Ventilators
V4 12 0.900 0.500 5.400
V5 12 0.600 0.500 3.600
9.00

W1 4 1.800 1.700 12.240
W2 24 1.500 1.700 61.200
W3 0 1.200 1.700 0.000
W4 30 0.900 1.700 45.900
Ventilators
V4 12 0.900 0.500 5.400
V5 12 0.600 0.500 3.600
128.34
Say 129.00
1935.00
13 Cupboards
Admin office 5 2.000 2.100 21.000
21.000
Say 21.000

Alround external for D6 Block,Ramp &
1
Toilet blocks 1 516.574 3.900 2014.64
C & E block all round brick work 1 2 209.510 2.230 934.41
all round open to sky 1 2 76.920 2.230 343.06
water tank sides 2 30.820 1.500 92.46
elevation fins 46 0.600 3.900 107.64
elevation fins 4 0.600 3.900 9.36
Elevation columns
C1 30 1.413 3.900 165.32
C4 8 1.413 3.900 44.09
C5 3 1.884 3.900 22.04
C6 9 1.413 3.900 49.60
Deductions
W1 -4 1.800 1.700 -12.24
W2 -24 1.500 1.700 -61.20
W4 -30 0.900 1.700 -45.90
3663.28
Say 3664
QUANTITY
Cum
cum
cum
Sqm
Sqm
Sqm
Sqm
Cum
Cum
Cum
Cum
Sqm
Sqm
Sqm
Sqm
Rmt
Cum
Sqm
MT
MT
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Rmt
Rmt
Sqm
Sqm
Sqm
cum
Sqm
Rmt
Rmt
Sqm
Rmt
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
RM
Sqm
Sqm
Sqm
Sqm
Sft
Kgs
Sqm
RM
Sqm
Sqm
Sqm
Sqm
Sqm
Kgs
Sqm
Sqm
Detailed Estimate - Terrace Floor
under lintels
D5 2 1 0.300 0.230 0.150 0.02
W4 2 2 0.300 0.230 0.150 0.04
Hold fasts
D5 6 1 0.230 0.230 0.150 0.05
W4 4 2 0.230 0.230 0.150 0.06
0.17
Say 1.00 Cum
2 Dummy columns
C1A 39 0.600 0.600 0.900 12.636
C2 42 0.750 0.750 0.900 21.263
C3 14 0.900 0.900 0.900 10.206
C7 3 1.200 1.200 0.900 3.888
47.99
Say 48.00 Cum
3 VRCC M25 grade
a Columns Upto Roof slab bottom
Staircase hear room & water tank
C1A 1 6 0.60 0.600 2.875 6.21
6.21
Say 7.00 Cum
b Lintels
D5 1 1.36 0.230 0.175 0.05
W4 2 1.36 0.200 0.175 0.10
3 0.15
Say 1.00 Cum
c 150mm thick Side Wall

Water Tank 1 16.70 1.500 25.05
25.05
Say 26.00 Sqm
4 VRCC M25 grade
a Roof Beams
Staircase Head Room of Block-
D,E,F,G
horizontal 1 2 6.54 0.230 0.450 1.35
Verticals 1 2 4.90 0.230 0.450 1.01
Water Tank
horizontal 1 2 3.45 0.230 0.450 0.71
Verticals 1 2 4.90 0.230 0.450 1.01
4.10
Say 5.00 Cum
b Roof slab
Staircase Head Room
water tank top slab 1 1 4.65 6.100 28.37
73.87
Say 74.00 Sqm

Water Tank Bottom slab 1 1 4.65 6.100 28.37

28.37
Say 29.00 Sqm
5 Sunshades
W4 2 1.20 2.40
2.40
Say 3.00 Rmt
6 225 mm thick Brick masonary

Staircase Head Room
Staircase Head Room
horizontal 1 2 6.62 0.230 3.000 9.14
Verticals 1 2 5.20 0.230 3.000 7.18
Parapet wall (All round) 1 378.000 0.230 1.050 91.29
cut-out 1 78.520 0.230 1.050 18.96
Deductions
D5 1 -1 0.90 0.230 2.100 -0.43
126.13
Say 127.00 Cum
3 TMT STEEL
Dummy Columns upto 3.60 mts levael 47.99 250.00 Kgs/Cum 11998.13
Roof Beams 5.00 250.00 Kgs/Cum 1250.00
Roof Slab 125mm Thick 74.00 80.000 0.125 Kgs/Sqm 740.00
150mm thick Side Walls 26.00 100.00 0.150 Kgs/Cum 390.00
Lintels 1 80.00 Kgs/Cum 80.00
16358.63
Say 16.40 MT
Water tank 1 3.50 5.500 19.25
61.50
Say 62.00 Sqm

Water tank 1 17.00 2.875 48.88
Deductions
D5 -1 0.900 2.100 -1.89
113.11
Say 114.00 Sqm
Parapet wall (All round) 1 395.000 2.330 920.35
Open To Sky wall Near Ramp 1 78.520 2.330 182.95
Alround
water tank 1 16.00 1.500 24.00
Columns offset
C1A 50 0.480 0.900 21.60
C2 84 0.600 0.900 45.36
C3 28 0.785 0.900 19.78

C7 3 1.085 0.900 2.93
Dummy columns alround
C1A 14 2.400 0.900 30.24
Dummy columns -Top
C1A 14 0.600 0.600 5.04
Deductions
D5 -1 0.900 2.100 -1.89
W4 -2 0.900 1.700 -3.06
1318.22
Say 1319.00 Sqm
Quantity Same as 125mm Thick Slab 67.00

2148.00
Say 2148.00 Sqm
8 Impervious Coat
Bottom
water tank bottom 1 3.50 5.500 19.25
Sides 1 18.00 1.500 27.00
46.25
Say 47.00 Sqm

792.00
Say 792.00 Rmt
62.00
Say 62.00 Sqm

0.00
Say 0.00 Sqm
faces of walls
114.00
Say 114.00 Sqm

plastering
1319.00
Say 1319.00 Sqm

D4 1.00 1 1.00 2.100 2.10
2.10

Say 3.00 Sqm

W1 45 1.80 1.800 145.80
145.80 Sqm
Say 146.00 Sqm
13 Doors
Wooden Doors
D4 (1.00 X 2.10) 1 1.00 2.100 2.10
2.10 Sqm
14 Windows
W1 4 1.80 1.800 12.96
12.96 Sqm
15 MS Grill for Windows

W1 4 1.80 1.800 12.96
12.96 Sqm
Say 13.00 Sqm
195.00 Kgs
16
Structural steel for OTS @ 1kg/Sft
OTS 1 1 6.980 13.301 92.841
OTS 1 1 21.875 8.765 191.734
284.58 Sqm
3063.17 Sft
Say 3064.00 Kgs
17 Open to Sky area

OTS 1 1 6.980 13.301 92.841
OTS 1 1 21.875 8.765 191.734
284.58
Say 285.00 Sqm
18 Open to Sky area

OTS 1 3 6.980 13.301 20.94
OTS 1 3 21.875 8.765 65.63
86.57
Say 87.00 RM

ABSTRACT ESTIMATE FOR CIVIL WORKS SERVICE BLOCK
Sl. No. Quantity Unit Rate Amount

Description of Work
1 Earth work excavation for foundations 542.00 CUM ONE CUM 107.00 57994.00
and depositing on bank for all lifts and with an
initial lead of 10m and up to 3m depth including
all operational,incidental, labour charges such as
finished item of work excluding dewatering
charges etc., as per SS 20 B(APSS 308)
2 Filling with carted gravel in trenches,sides of 602.00 CUM ONE CUM 268.00 161336.00
foundations and basement with initial lead in
layers not exceeding 15cm thick,watering and
ramming including cost and conveyance of water
to work site and all peraitonal,incidental, labour
charges,hire charges of T&P etc., and overheads
3 Filling with useful available excavated earth 434.00 CUM ONE CUM 33.00 14322.00
to work site and all operaitonal, incidental, labour
4 Supply and placing of Vibrated Plain Cement 46.00 CUM ONE CUM 3050.00 140300.00
complete for finished item of work for footings
5 Supply and placing of Plain Cement Concrete 42.00 CUM ONE CUM 2557.00 107394.00
M 7.5 grade for foundations using coarse
aggregate 40mm size hard, machine crushed
granite from approved quarry using batching and
sand, coarse aggregate, water etc. to site
charges, transporting concrete in transit mixer,
6 Supply and placing of Plain Cement Concrete 120.00 CUM ONE CUM 2421.00 290520.00
M 5 grade for foundations using coarse
mixing plant of 15 cum per hour capacity
cement, sand, coarse aggregate, water etc. to site

M 25 grade corresponding to IS 456 with
cement content of 380 kgs per 1 cum of
concrete using batching and mixing plant of
15 cum per hour capacity with 20mm size
graded machine crushed hard granite metal
(coarse aggregate - as per IS 383 - 1970 and IS
2386 Part 1 to Part 8) from approved quarry
cement, fine aggregate (sand) coarse aggregate,
steel centering plates etc., including all
manually, laying concrete, vibrating, curing etc.,
and overheads & contractors profit complete but
excluding cost of steel and its fabrication charges
for finished item of work (APSS No. 402)
a) Footings 126.00 CUM ONE CUM 6413.00 808038.00
b) Raft Concrete 9.00 CUM ONE CUM 5763.00 51867.00
c) Column Pedestals 17.00 CUM ONE CUM 6967.00 118439.00

d) Plinth Beams 83.00 CUM ONE CUM 7052.00 585316.00

capacity with 20mm size graded machine
per IS 383 - 1970 and IS 2386 Part 1 to Part 8)
from approved quarry including cost and
conveyance of all materials like cement, fine
site, centering using casurina ballies,
bamboos, wooden reapers, runners, wood
posts, wall plates etc., including all operational,
incidental and labour charges ,transporting
concrete using transit mixer, lifting concrete
mechnically, laying concrete using concrete pump,
fabrication charges for finished item of work
(APSS No. 402)
a) Columns :
First Floor : 46.00 CUM ONE CUM 9782.00 449972.00
Second Floor : 20.00 CUM ONE CUM 10022.00 200440.00
Third Floor : 20.00 CUM ONE CUM 10261.00 205220.00
Fourth Floor : 15.00 CUM ONE CUM 10501.00 157515.00
b) Roof Beams :
c) ROOF SLABS :
First Floor : 52.00 SQM ONE SQM 955.00 49660.00
Second Floor : 52.00 SQM ONE SQM 978.00 50856.00
Third Floor : 52.00 SQM ONE SQM 1000.00 52000.00
Fourth Floor : 129.00 SQM ONE SQM 1023.00 131967.00


d) Side walls
i) 150mm thick Water Tank side walls
Fourth Floor for Water Tank Side Walls 89.00 SQM ONE SQM 2204.00 196156.00

25 grade corresponding to IS 456 with minimum
cement content of 380 kgs per 1 cum of concrete
hour capacity with 20mm size graded machine
from approved quarry including cost and
conveyance of all materials like cement, fine
site, centering using steel scaffolding pipes , jack
props , wallers , foot plates , brackets , steel
centering plates etc., including all operational,
incidental and labour charges ,transporting
concrete using transit mixer, lifting concrete
mechnically, laying concrete using concrete pump,
(APSS No. 402)
a) Columns :
b) Roof Beams :
c) ROOF SLABS :

Fourth Floor : 365.00 SQM ONE SQM 1777 648605.00

etc., including all operational, incidental and
labour charges such as weigh batching, machine
mixing, lifting of concrete mechanically, laying
concrete, vibrating, curing , overheads &
contractors profit etc., complete but excluding
cost of steel and its fabrication charges for
Lintels

concrete using weigh batcher / mixer with
metal (coarse aggregate - as per IS 383 - 1970
and IS 2386 Part 1 to Part 8) from approved
quarry including cost and conveyance of all
materials like cement, fine aggregate (sand),
using casurina ballies , bamboos , wooden
reapers , runners , wood posts , wall plates etc.,
for 60cm wide sun-shades 7.5cm thick at fixed
end and 5cm thick at free end with an average
thickness of 6.25cm including all operational,
incidental and labour charges such as weigh
batching, machine mixing, lifting of concrete
contractors profit complete etc., but excluding
finished item of work (APSS No. 402, 403 & 903)
First Floor : 64.00 RM ONE RM 472.00 30208.00
Second Floor : 73.00 RM ONE RM 495.00 36135.00
Third Floor : 33.00 RM ONE RM 512.00 16896.00
Fourth Floor : 4.00 RM ONE RM 529.00 2116.00
12 Masonry work in CM(1:6) prop (Cement :

Sand) in superstructure with fly ash cement /
lime solid blocks of size 290mm x 225mm x
140mm from approved source having minimum
crushing strength of 50 Kg/Sqcm. including cost

13 Reinforced Masonry for partition walls (100
mm thick) in CM (1:4) prop. (Cement : Sand)
290mm x 100mm x 140mm having minimum
compressive strength of 50 Kg/Sq.cmand placing
2 Nos. of 6mm M.S plain rods in every third layer
with free ends of the reinforcement pegged into
mortar joints of main brick walls where applicable
cement, steel, sand, bricks, water etc., to site, all
operational, incidental charges such as labour
charges for mixing cement mortar, scaffolding
charges, constructing masonry, lift charges,
curing, etc., and overheads & contractors profit
but excluding cost of steel and its fabrication
charges complete for finished item of work. (APSS
No. of 509)
14 Supply and placing of Plain Cement Concrete

M 10 grade mix using 20mm size graded
1 to Part 8) from approved quarry using batching
cement, sand, coarse aggregate, water etc. to site
complete for finished item of work for bed blocks
and hold fasts (APSS No. 402)

M 20 using 20mm size graded machine crushed
approved quarry using batching and mixing
plant of 15 cum per hour capacity including cost
coarse aggregate, water etc. to site, hire and
labour charges for centering and scaffolding

complete but excluding cost of steel and its
fabrication charges for sill slabs (APSS No. 402
& 403)

fabrication charges for platforms, lofts and
shelves. (APSS No. 402 & 403)



(Fe 500 / Fe 500 D grade as per IS 1786-1979)
of different diameters for RCC works including
labour charges for straightening, cutting, bending
to required sizes and shapes, placing in position
with cover blocks of approved materials and size
and tying and lap-splicing with binding wire of 18
SWG, forming grills for reinforcement work as per
approved designs and drawings, including cost
finished item of work.( APSS No.126)
First Floor : 60.40 MT ONE MT 63295.00 3823018.00

Second Floor : 40.10 MT ONE MT 64695.00 2594270.00
Third Floor : 20.90 MT ONE MT 66095.00 1381386.00
Fourth Floor : 16.80 MT ONE MT 67495.00 1133916.00

and size and tying and lap-splicing with binding
wire of 18 SWG, forming grills for reinforcement
work as per approved designs and drawings,
including cost and conveyance of steel bars,
including all wastages such as overlaps,
couplings, chairs, spacer bars including cost and
conveyance of binding wire, cover blocks and all
incidental, operational, labour charges such as
cutting, bending, placing in position, tying etc., and
First Floor : 0.81 MT ONE MT 59716.00 48370.00
Second Floor : 0.33 MT ONE MT 61116.00 20168.00
Third Floor : 0.31 MT ONE MT 62516.00 19380.00
20 Ornamental ceiling plastering 12mm thick

single coat in CM (1:5) using screened sand
cement, sand, water etc., to site and all
including cost of all labour charges for mixing
mortar, finishing, curing as directed by Engineer-
in-charge etc., and overheads & contractors profit
complete for finished item of work.(SS 901,903 &
904)

charges on materials and including cost of all
labour charges for mixing mortar, finishing,
scaffolding, lift charges, curing, including cutting
grooves as directed by Engineer - in - charge etc.,
finished item of work for internal walls. (SS
901,903 & 904)


23 Providing impervious coat to exposed RCC
roof slab surfaces to required slopes with CM
(1:3) prop. using screened sand 20mm thick
(average) mixed with integral cement water
proofing liquid confirming to IS: 2645-2003
manufactured by reputed manufacturers as
approved by Engineer-in-charge at 200ml per one
finished smooth with a floating coat of neat
cement and thread lining at regular intervals of
45cmx45cm including cost and conveyance of all
materials like cement, sand, water proofing
compound, water etc., to site, operational,
incidental, and labour charges for mixing mortar,
laying, lift charges, rendering smooth and thread
lining, curing including rounding off junctions of
wall and slab etc., and overheads & contractors
profit complete for finished item of work. (APSS
No. 901 & 903).

roof slab surfaces of sump , sump side
wall,sump bottom slab,in side of septic tank ,
in sunken slabs etc. to required slopes with CM
reputed manufacturers as approved by Engineer-
in-charge at 200ml per one bag of cement, laid
over roof slab when it is green, finished smooth
with a floating coat of neat cement and thread
lining at regular intervals of 45cmx45cm where
ever necessary including cost and conveyance of
all materials like cement, sand, water proofing
No. 901 & 903).

proofing system coating to the wet area /
tiolet / bath room:
the holes/pores/cracks @ 1.000 Liter / SQM
(0.350 Lt of MIXPRIME AC100 / SQM) and the
raw primer should be complain with ASTM 4541
and the Solid content 49% +2%
cementitious waterproofing system MIXGUARD
AC or equivalent @ 1.000 Kg / SQM ( mix the
powder and liquid with the help of a slow speed
mixer for a period of 2 to 3 minutes up to get a
homogeneous mix- dilution or modification not
recommended) should be complain with BS 1881
Part 5 1983 (ISAT 476 Part 6), DIN 1048 Part 5
d ) Fourth Layer –Supply and apply of second
coat of two component (Powder + Liquid) system
of high performance acrylic polymer modified
elastomeric cementitious waterproofing system
MIXGUARD AC or equivalent @ 1.000 Kg / SQM (
mix the powder and liquid with the help of a slow
speed mixer for a period of 2 to 3 minutes up to
get a homogeneous mix- dilution or modification
not recommended) should be complain with BS
1881 Part 5 1983 (ISAT 476 Part 6), DIN 1048
Part 5 1991, BSEN 12390-8 2000, ASTM D 412-
92
Note: -
approved agency.

109.00 SQM ONE SQM 540.00 58860.00
26 RCM facia 50mm thick in CM(1:3) using

screened sand for drop walls, fins with rabbit wire
mesh & nomianl reinforcement as directred by
Engineer - In - Charge with dubara sponge
finishing,including cost and conveyance of all
materials to site, operationals &incidental,cost and
conveyance of cement, wire mesh water to work
site, centering, scaffolding and form work,lift
complete for finished item of work but excluding
finished item of work(APSS NO.403&903)

Ceramic floor tiles of size 300 mm x 300 mm
conforming to IS:13711, IS:13712, IS:13630
(Parts 1 to 15) of any colour and finish in all
shades and designs as approved by Engineer-in-
charge, set over base coat of cement mortar (1:8),
12mm thick using screened sand over CC bed
already laid or RCC roof slab, including neat
cement slurry of honey like consistency spread @
3.3 Kgs per sqm & jointed neatly with white
matching shade, including cost of all materials like
cement, screened sand , water and tiles etc., and

tiles with double layer pigment of Size 600 x
600 mm and thickness between 8-10 mm 1st
quality conforming to IS:13711, IS:13712,
IS:13630 (Parts 1 to 15) of any colour and finish in
all shades and designs with borders and design
as per the approved flooring pattern as directed by
the Engineer-In -Charge, laying tiles using spacers
of 2mm thick, set over a base coat of CM (1:8)
cement slurry of honey like consistancy spread
@ 3.3 kgs per sqm. and jointed neately with white
matching shade including cost and conveyance
of all materials like cement, sand, water, tiles,
white cement etc., to site (excluding cost of C.C.
bed) including cost of base coat and all labour
charges for mixing of cement mortar, laying tiles
to required slope as directed by the Engineer-
in-charge etc.,and overheads & contractors profit
complete for finished item of work. (APSS No.701
& 707)

mortar (1:8) , 20mm thick using screened sand
over CC bed already laid or RCC roof slab
neatly with white cement paste mixed with
pigment of matching shade to full depth including
cost and conveyance of all materials like cement ,
sand , water , granite slabs etc., to work site and
all operational, incidental labour & lift charges,
polishing charges, cost of base coat and
finished item of work (S.S.701 & special)


all operational, incidental labour & lift charges, half
rounding the edge , polishing charges, cost of
base coat and overheads & contractors profit
complete for finished item of work for platforms
(S.S.701 & special)

over base coat of cement mortar (1:8) , 20mm
thick using screened sand over CC bed already
laid including neat grey cement slurry of honey like
all operational, incidental labour & lift charges, half
rounding the edge , polishing charges, cost of
base coat and overheads & contractors profit
complete for finished item of work (S.S.701 &
special)

work. (APSS No.701 & 710)

screened sand over CC bed alredy laid or RCC
roof slab including neat cement slurry of honey
like consistency spread @ 3.3 kgs per sqm and
jointed with neat white cement to full depth mixed
with pigment of matching shade including cost and

all operational, incidental labour & lift charges, full
finished item of work for treads and risers
(S.S.701 & special)
a Treads
b Risers

the rate of 3.30 kgs per sqm and jointing with
white cement paste mixed with pigment of
materials like tiles, cement, sand and water
etc.,and overheads & contractors profit complete
36 Providing skirting to internal walls 10 cm

height with High Polished Granite 16 mm to 18
mm thick up to 8'-00 (2.43 M) other than black
and regular colours, length equal to flooring
slabs set over base coat of CM(1:5) 12 mm thick
using screened sand with cement slurry of honey
like consistency spread at the rate of 3.30 kgs per
sqm and jointing with white cement paste mixed
with pigment of matching shade to full depth,


materials like tiles, cement, sand and water etc.,
38 Providing dadooing with glazed red or white

full body ceramic wall tiles of size 300 x 450
mm / 320 mm x 400 mm and thickness 6 mm 1st
all shades and designs with borders as approved
by Engineer-in-Charge flushed to wall surface
set over base coat of CM(1:5) 12 mm thick using
consistency spread at the rate of 3.30 kgs per

porcelain wall tiles of size 300mm x 600 mm
with any type of design texture such as marble
finish, wooden, bamboo, stone finishes etc.,
scratch less, stain free and thickness between 6-8
mm 1st quality conforming to IS:13711, IS:13712,
all shades and designs with borders and design
as per the approved pattern as approved by
Engineer-in-Charge flushed to wall surface set

Concrete general purpose tiles conforming to
IS: 13801 using aggregates, cement, pigments of
size 300 x 300 mm and thickness 20 mm of any
shade for a width of 1200mm set over base coat
of cement mortar (1:6), 12 mm thick using
screened sand over PCC(1:5:10) bed 100mm
thick along with drain constructed with 225 mm
thick walls using fly ash cement / lime solid blocks
of size 290mm x 225mm x 140mm from approved
source having minimum crushing strength of 50
Kg/Sqcm. and plastering 2mm thick two coats with
base coat of 8mm thick in CM (1:6) and top coat of
4mm thick in CM (1:4) for brick masonry drain,
laying of tiles in between basement of the building
and brick wall and as directed by the Engineer - in
- charge including cost and conveyance of all
materials to site, all labour charges like mixing of
cement concrete, laying, curing, overheads &
work.


304) hand railing as per approved drawing with
top rail of 50mm dia pipe and 2mm thick medium
class and vertical posts of 25mm dia and 1.6mm
thick medium class 1 No for each step fixed with
base plate of 25mm dia using bonding agent and
anchor fastner and welding, drilling of 25mm dia
holes with pneumatic compressor for fixing railing,
buffing, polishing all members of the railing
thouroughly , lacquer finishing to present
seamless finish including cost and conveyance of
all materials, electrodes, welding charges, cost of
all consumables, labour charges , overheads &
work.
232.00 SQM ONE SQM 3040.00 705280.00

304) railing for ramp and along staircase wall
as per approved drawing with top rail of 50mm dia
pipe and 2mm thick medium class fixed in to wall
with 25mm dia pipe of 0.30m length @ 1m centre
to centre and welding, buffing, polishing all
members of the railing thouroughly , lacquer
finishing to present seamless finish including cost
and conveyance of all materials, electrodes,
welding charges, cost of all consumables, labour
charges , overheads & contractors profit etc.,
126.00 RM ONE RM 1428.00 179928.00

304) grip bars 200mm length bars in toilets as
per approved drawing with 25mm dia pipe with
base plates 2 Nos., buffing, polishing thouroughly
, lacquer finishing to present seamless finish
labour charges , overheads & contractors profit
First Floor : 6.00 Nos
Second Floor : 60.00 Nos
Third Floor : 60.00 Nos
126.00 Nos ONE Nos 295.00 37170.00
44 Providing 110 mm Dia ISI marked PVC down 199.00 RM ONE RM 275.00 54725.00
PVC clamps and all other accessories and fixing
in position including cost and conveyance of all

suspended at every 1200 mm c/c in both
directions using 2.0 mm thick pre-straightened GI
Wire including cost and conveyance of all
materials and labour charges such as cutting ,
fixing of standing of frame work exposing roof
making, overheads & contractor profit etc.,
complete for finished item of work in all floor in all
floors.hed item of work in all floor in all floors.

1130.00 SQM ONE SQM 975.00 1101750.00

brushing the surface to remove all dirt and
remains of loose powdered materials including
cost of all materials , labour charges and
incidental such as scaffolding , lift charges etc.,

2141.00 SQM ONE SQM 42.00 89922.00

Cement or Polymer or Cement based of
average 1 to 2 mm thickness over plastered
surface to prepare the surface even and smooth
after thoroughly brushing the surface to remove all
dirt and remains of loose powdered materials,
applying emery paper, Sand the surface, clean &
wipe off loose dust, applying knifing paste filler by
putty knife / muslin pad, air dry for 2 - 3 hrs, sand
with 180 and 320 No., emery paper for the surface
preparation including cost and conveyance of all
materials to work site and all operational,
incidental, labour charges, over heads and
2984.00 SQM ONE SQM 197.00 587848.00

3131.00 SQM ONE SQM 193.00 604283.00

cement primer of exterior grade II and two coats
of synthetic polymer luxury plastic emulsion paint
of superior grade having VOC (Volatile Organic
exterior walls including cost and conveyance of
all materials to site, incidental, operational and all
profit complete for finished item of work in all
floors.
0.00 SQM ONE SQM 256.00 0.00

Grade-I VOC (Volatile Organic Compound)
content less than 50 grams/litre of approved
shade including cost and conveyance of all
materials to site cost of primer coat and all labour
charges etc. complete including applying sand
paper on lappam coats for neat finish and
overheads & contractors profit complete in all
floors (APSS No.1200, 1207 & 1211).

96.00 SQM ONE SQM 199.00 19104.00

Grade-II VOC (Volatile Organic Compound)
content less than 50 grams/litre over primer coat
of red oxide to new iron work including cost and
finished item of work in all floors. (SS No. 1201,
1212 & 1207).
227.00 SQM ONE SQM 174.00 39498.00

drawings with best teak wood frame of section
100mm x 65 mm with fixed fan light of 500mm at
the top fixed with 4mm thick pin headed glass
using 12mm x 12mm Teak Wood beading and 2
Nos. of 10mm MS Square bars and ISI marked
flush door shutter of 30mm thick double shutters
with bond wood solid block board type core having
cross bands and face veneers, hot pressed
synthetic resin factory made conforming to IS
2202-1991 (Part-I) both sides commercial ply with
finish laminated sheet to full width and height
of the flush shutter both sides
including cost and conveyance to site of teak
wood frame, flush shutter, laminate sheet
including supply and fixing 6 nos MS Z hold fasts
of size 300 mm x 40 mm x 5mm including cost of
ISI marked brass fixtures of 6 Nos butt hinges
(IS:205) 150mm long , 1 No. aldrop (IS:2681)
300mm long, 2 Nos tower bolts- 10mm (IS:204) of
200 mm long at top, 1 No. tower bolt- 10mm bolt
(IS:204) 150mm long at bottom, 2 Nos. 150mm
long fancy handles (IS:208) , 2 Nos door stopper
and 2 Nos Rubber / Nylon door stop bushes
etc., including overheads & contractors profit
1001 & 1002 The vertical frame of door shall be
embedded in flooring for a depth of not less than
10 mm) (2000mm x 2600mm)

section 100mm x 65 mm with fixed / split type fan
light of 500mm at the top fixed with 4mm thick pin
ISI marked flush door shutter of 30mm thick
type core having cross bands and face veneers,
hot pressed bonded with water proof phenol
formaldehyde synthetic resin factory made
sides
including supply and fixing 6 Nos. MS Z hold
fasts of size 300 mm x 40 mm x 5mm including
cost of ISI marked Aluminium fixtures of 6 Nos.
butt hinges (IS:205) 150mm long, 1 No. aldrop
(IS:2681) 300mm long, 2 Nos. tower bolts - 10mm
(IS:204) of 200 mm long at top, 2 Nos. 150mm
Nos. Rubber / Nylon door stop bushes including
frame, fixing glass in fan light portion etc.,
including overheads & contractors profit complete
for finished item of work as per APSS 1001 &
1002 The vertical frame of door shall be
10 mm) (1800mm x 2600mm)

56.16 SQM ONE SQM 4051.00 227504.00

section 100mm x 65 mm with split type fan light
of 500mm at the top fixed with 4mm thick pin
ISI marked flush door shutter of 30mm thick
type core having cross bands and face veneers,
sides
including supply and fixing 6 Nos. MS Z hold fasts
of size 300 mm x 40 mm x 5mm including cost of
ISI marked Aluminium fixtures of 6 Nos. butt
hinges (IS:205) 150mm long, 1 No. aldrop
(IS:2681) 300mm long, 2 Nos. tower bolts (IS:204)
of 200 mm x 10 mm dia at top, 2 Nos. 150mm
frame, fixing glass in fan light portion etc, including
finished item of work as per APSS 1001 & 1002
flooring for a depth of not less than 10 mm)
(1200mm x 2600mm)

section 100mm x 65 mm with split type fan light of
marked flush door shutter of 30mm thick single
shutter with bond wood solid block board type
pressed bonded with water proof phenol
sides including cost and conveyance to site of
teak wood frame, flush shutter, laminate sheet
including supply and fixing
5mm including cost of ISI marked Aluminium
fixtures of 3 Nos. butt hinges (IS:205) 150mm long
, 1 No. aldrop (IS:2681) 300mm long, 1 No. tower
bolt (IS:204) of 200 mm x 10 mm dia at top, 2 Nos.
150mm long handles (IS:208), 1 No. door stopper
etc, including overheads & contractors profit
10 mm) (900mm x 2600mm)
28.08 SQM ONE SQM 4870.00 136750.00

thick double shutters with bond wood solid block
sides including cost and conveyance to site of
teak wood frame, flush shutter, laminate sheet
including
300mm long, 2 Nos. tower bolts (IS:204) of 200
mm x 10 mm dia at top, 2 Nos. 150 mm long
handles (IS:208), 2 Nos. door stoppers and 2 Nos.
Rubber / Nylon door stop bushes including fixing
the fixtures to door with required number of
frame etc, including overheads & contractors profit
10 mm) (2000mm x 2100mm)

panel PVC door frame (Choukhat): Providing
and fixing factory made Pac single side Prelam
door frame of the size 50x7 mm with a wall
thickness of 5mm, made out of extruded 5mm
rigid Pac single side prelam sheet, meter cut at
two corners and joined with 2 Nos. of 150mm long
brackets of 15 x 15mm MS Square tube. The two
vertical door profiles are to be reinforced with 19 x
19mm MS. square tube of 19 guage. The door
frame shall be fixed to the wall using 65/100mm
long MS. Screws through the frame by using Pac
fasteners. a minimum of 4 Nos. of screws to be
provided for each vertical member and minimum
2nos. for horizontal member etc. complete as per
2100mm.
95.00 RM ONE RM 375.00 35625.00

and size of 25mmX25mm for styles, top and
bottom rails. MS. Frame shall have a coat of steel
primers. The inner panel shall consist of 25mm
thick high density EPS conforming to IS 4671-
1984 bounded with 2mm thick termite proof, water
proof and fire resistant moulded Pac sheet with
2,4,6 raised panel design in different plain and / or
pre-lam colours after routing to the moulded
design on one side and 2mm plain and / or pre-
lam Pac sheet on other side of the EPS. The edge
of panel to be sealed with lipping of 10mm wide
PVC sheet bottom (made by sticking 2 rigid foam
sheet of 5mm thickness using Pac solvent
cement) and stiles sides 25mm(5mmX5) thick and
30mm width Pac sheet fitted along MS tube for
lock provision for lock height 5mm thick Pac sheet
of size 150mmX100mm fixed with upper and lower
face of inner side of EPS panel etc., complete as
per direction of Engineer – in-Charge,
manufacture specification and drawing including
ISI marked Aluminium fixtures 3 Nos. butt hinges
(IS:205) of 150mm long, 1 No. aldrop (IS:2681)
250 mm long, 1 No. tower bolt (IS:204) of 150 mm
x 10mm dia, 2 Nos. 125mm long handles
(IS:208),1 No. Rubber / Nylon door stop bushes
including labour charges for fixing the shutter to
31.92 SQM ONE SQM 3753.00 119796.00

colour sliding glazed window comprising of
uPVC multi-chambered frame with in-built roller
track and sash extruded profiles duly reinforced
with 1.60 ± 0.2 mm thick galvanized mild steel
section made from roll forming process of required
length (shape & size according to uPVC profile),
appropriate dimension of uPVC extruded glazing
beads and uPVC extruded interlocks, EPDM
gasket, wool pile, zinc alloy (white powder coated)
touch locks with hook, zinc alloy body with single
nylon rollers (weight bearing capacity to be 40 kg),
G.I fasteners 100 x 8 mm size for fixing frame to
finished wall and necessary stainless steel screws
fusion
fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent
finished wall shall be filled with weather proof
silicon sealent over backer rod of required size
and of approved quality, all complete as per
panes of 4mm thick pin headed glass, wire mesh
and silicon sealent . Note: For uPVC frame and
sash extruded profiles minus 5% tolerancein
dimension i.e. in depth & width of profile shall be
acceptable.Variation in profile dimension in higher
side shall be accepted. But no extra payment on
a) Two track two panels sliding window made of

frame 67 x 50 mm & sash 46 x 62 mm both having
wall thickness of 2.3 ± 0.2 mm and single glazing
bead / double glazing bead of appropriate
dimension .
221.40 SQM ONE SQM 6640.00 1470096.00

mullion (where ever required) extruded profiles
duly reinforced with 1.60± 0.2 mm thick galvanized
mild steel section made from roll forming process
of required length (shape & size according to
uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket,G.I
fasteners 100 x 8 mm size for fixing frame to
finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profileof
frame shall be mitred cut and fusion welded at all
corners, mullion (if required) shall be also fusion
welded including drilling of holes for fixing
hardware and drainage of water etc.
dimension in higher side shall be accepted. But,

i Ventilators
3.90 SQM ONE SQM 6624.00 25834.00

windows, ventilators / in open court yards
using MS angles, flat, square bars including cost
and conveyance of all materials, cutting, bending,
3405.00 Kgs ONE Kgs 89.00 303045.00

80.00 SQM ONE SQM 2817.00 225360.00
63 Providing external cladding to walls with

natural stone (Bethamcherla or equivalent) of
size not exceeding 300mm x300mm and 18-
20mm thick set over base coat of CM(1:3) 12 mm
mixed with pigment of matching shade to full
depth, including cost of all materials like natural
stone, cement, sand and water, scaffolding etc.,

including cost of all materials like tiles, scaffolding,
work.

depth, including cost of all materials like tiles,
cement, sand and water , scaffolding etc., and
Sub Total ::(Civil Works) 38107120.00

NAME OF THE WORK : CONSTRUCTION OF GENERAL HOSPITAL AND MEDICAL COLLEGE AT
KURNOOL
SERVICES BLOCK
Quantity Rate Amount
(Rs.)
1 Supplying, laying, filling, jointing and testing SWG SP-1
pipe conforming to ISI 651 & 4127 with air tight Cement
joints in CM (1.5:1) prop. including excavation of trenches and
socket pits in any soil (except rock requiring blasting) and
refilling with watering and tamping to the required slope
including cost and conveyance of all materials to site and all
labour charges , overheads & contractor profit etc., complete
for finished item of work (APSS NO 1301 & 1318)
a 152.40mm dia upto 1524.0mm (5') depth 80.00 Rmt 635.00 50800.00
b 8" dia SWG line (200mm Dia) 45.00 Rmt 860.00 38700.00
2 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 18.00 NO 3679.00 66222.00

prop. Masonry. Inspection chamber upto 914.4 mm (3'0") and
fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I
frame and cover of 20 Kg including cost and conveyance of all
operational, labour charges like mixing cement mortar,
constructing masonry, lift charges, curing , overheads &
contractors profit etc., complete for finished item of work as per
3 Supplying and fixing of SWG Gully traps 150mm x 100mm 20.00 NO 551.00 11020.00
of ISI make confirming to IS 651 & 4127 with C.I grating &
constructing cement brick masonry in CM (1:6) prop.,
intermediate chamber and fitted with 304.8 mm X 288.6 mm
(12"x9") C.I Frame with hinged cover of standard make as
approved including cost and conveyance of all materials to
site, labour charges, overheads & contractors profit etc.,
(Rs.)
4 Constructing 904.0 mm (3’0”) dia brick masonry 16.00 NO 6269.0 100304.00
inspection chamber as per IS - 4111: Part-1:1986 with
cement mortar (1:6) prop using 2nd Class Clay Bricks of 225
mm thick from approved source having a minimum crushing
strength of 5 N/sq.mm including plastering with cement mortar
1:3 prop; ½” thick both inside and outside fitted with 20” dia
RCC manhole covers and frames including excavating pits up
to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock)
and laying cement conrete (1:4:8) 150 mm thick using 40 mm
HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm
thick as per Standard specification and including cost and
conveyance of all materials like cement, sand, bricks, water
etc., to site, cost of seigniorage charges on all materials and all
incidental and operational, labour charges like mixing cement
mortar, constructing masonry, lift charges, curing , overheads
& contractors profit etc., complete for finished item of work as
5 Supplying and fixing of 4" (101.6mm) multi floor trap with 38 NO 139.00 5282.00
jali - UPVC/SWR pipe fittings as per site requirements with
standard practice for all floors including cost and conveyance
of all materials to site, labour charges , overheads &
6 Supplying and fixing approved make wash down 16 NO 5000.00 80000.00

European Water Closet of 1st quality conforming to IS:2556-
Part-2-2004 of white glazed with 'S' trap,supplying and fixing
best Indian make plastic seat and lid for European water
closets with rubber or plastic Buffers as per IS 2548-1996 and
10 litres capacity single flush PVC low level cistern with
internal components and fixed using required size of nails and
screws, 15 mm brass angle stop valve of quarter turn spindle
conforming to IS 8931, 15mm PVC connections with brass
union nuts CP coated including cost and conveyance of all
materials to site, overheads & contractors profit etc., complete
for finished item of work for all floors.
(Rs.)
7 Supplying and fixing 580mm x 440mm long Orissa pan 6 NO 4276.00 25656.00
white glazed Water Closet 1st quality ISI marked confirming to
IS:2556-Part-3-1981 with "P" or "S" trap Hindware /
Parryware / Neycer with brick - ISI mark and providing
masonry seat, CC squatting plate and 10 litres capacity single
flush PVC low level cistern Parryware or equivalent with
internal components fixed on 2 Nos. of teak wood blocks of
size 76.20mm x 101.60mm using required size of nails, screws
as approved by Engineer-in-charge, angle stop cock 12.70mm
dia. first quality Indian make heavy duty Seiko/Senior/Nice or
equivalent, 12.70mm PVC connection with brass union nuts
CP coated , 31.75mm brass plumber union, P trap or S trap of
Indian W.C. shall be encased on CC (1:2:4) 150mm alround
well above the joint to stop leakage at the joint etc., complete
including cost and conveyance of all materials to site, cost of
CC bed, labour charges and seigniorage charges, overheads
& contractors profit etc., complete for finished item of work.
8 Supplying and fixing Indian make Flat Back Wash Hand 19 NO 2410.00 45790.00
Basin 1st quality conforming to IS:2556-Part-4:1972 of size
550mm x 400mm with waste fittings like rubber plug, chain, 32
mm nominal size C.P. Fitting with parallel pipe thread
conforming to IS:2963-1979 and fitted with 15 mm nominal
bore Chromium Plated Pillar Tap of 1st quality Indian make
heavy duty complete with standard CI brackets including
wooden blocks ,1 No.15mm PVC connection with brass union
nuts CP coated , 15 mm brass angle stop valve of quarter turn
spindle type of not less than 400 grams weight with internal
threaded conforming to IS 8931, 30 mm nominal size dia PVC
flexible waste pipe of 914.4 mm length of Ist quality including
cost and conveyance of all materials to site, labour charges ,
overheads & contractors profit for finished item of work
9 Supplying and fixing CP finish brass soap dish of 7.00 NO 239.00 1673.00
approved make ISI quality with CP screws etc., complete
including cost and conveyance of all materials, labour charges
for fixing , overheads & contractors profit for finished item of
work in all floors
10 Supplying and fixing TV shape mirror with plastic frame of 10.00 NO 540.00 5400.00
size 609.6mm x 457.2mm, plywood back with NP screws 1st
quality including cost and conveyance of all materials, labour
charges, overheads & contractors profit for finished item of
work in all floors.
11 Supplying and fixing of 25 mm nominal size dia and 1.00 NO 176.00 176.00
609.6mm long aluminium anodized towel rod with brackets
and aluminium screws including cost and conveyance of all
materials, labour charges, overheads & contractors profit for
(Rs.)
12 Supplying and fixing 15 mm brass body CP finish bib tap 9.00 NO 403.00 3627.00
of not less than 300 grams weight screw type (full turn) with
internal / external threaded connection conforming to IS 8931
as approved by the Engineer-In-Charge including cost and
conveyance of all materials, labour charges , overheads &
contractors profit complete for finished item of work in all
floors.
13 Supplying and fixing NP bib taps of size 12.70mm dia of 6.00 NO 260.00 1560.00
Indian make heavy duty (short body) as approved by the
Engineer-In-Charge including cost and conveyance of all
materials, labour charges , overheads & contractors profit
14 Supplying and fixing Chromium plated finish brass body 16.00 NO 4270.00 68320.00
quarter turn Bibcock cum Health Faucet with 1m long tube
and wall hook with 7 - 10 years warranty with necessary
fittings etc., complete including cost and conveyance of all
materials, labour charges, overheads & contractor profit
15 Supplying and fixing white glazed flat back half stall 6.00 NO 3429.00 20574.00
urinals of size 590 mm x 375 mm x 390 mm with integral
flushing rim fixed with screws complete Indian make
(HSW/Parry/Neycer) conforming to IS:2556-1995 as approved
by Engineer-in-charge, including supply and fixing 12.7mm
PVC connection with brass plumber union nuts CP coated,
12.70mm push cock 1st quality of approved make , 31.75 mm
dia PVC flexible waste pipe of 914.4 mm length of Ist quality
including cost and conveyance of all materials to site, labour
charges etc., overheads & contractors profit complete for
16 Supplying and fixing of 16mm to 20 mm thick polished 6.00 NO 1977.00 11862.00

marble slab partitioins of size 4' 0" x 2' 0" for urinals
including full rounding the edges, fixing in position, polishing,
including cost and conveyance of all materials and labour
charges, overheads & contractors profit complete for finished
17 Supplying and fixing of 101.60mm x 609.60mm white 4.00 RM 876.00 3504.00

glazed porcelain channels 1st quality fixed in brick masonry
to the required slopes, white cement pointing including cost
and conveyance of all materials and labour charges,
overheads & contractors profit complete for finished item of
(Rs.)
18 Supply and fixing of Ashirvad/ Ajay/ Astral Flowguard or
equivalent CPVC Pipes and Fittings SDR 11 to meet the
requirement of ASTM-D 2846 and are produced in CTS
(Copper Tube Sizes 1/2" to 2") for hot and cold water (IS
15778:2007) including cost and conveyance of all materials to
site, labour charges for fixing, overheads & contractors profit
complete for finished item of work at all floor levels.
a) 15.90mm OD pipe 56.00 Rmt 69.00 3864.00
b) 22.20mm OD pipe 120.00 Rmt 106.00 12720.00
c) 28.60mm OD pipe 104.00 Rmt 164.00 17056.00
d) 34.90mm OD pipe 40.00 Rmt 260.00 10400.00
e) 41.30mm OD pipe 36.00 Rmt 357.00 12852.00
19 Supplying and fixing 65 mm Nominal Bore GI pipe Medium 50.00 Rmt 858.00 42900.00
Grade properties & weight as per IS 1239 in ground or on
wall with GI fittings such as elbows tees couplings, nipples,
plugs including excavation for trenches and refilling the
trenches ,chiselling masonry walls and making good the walls
& floors to the original surface and fixing MS clamps on TW
blocks on walls including cost and conveyance of all materials
and labour charges , overheads & contractors profit complete
for finished item of work except for GI bends union and GI
connectors with checkout and socket Tata or Zenith make or
equivalent
20 Supplying and fixing Gunmetal Gate (GM) Bronze Gate/

Globe valves as per IS-778 Class - I , Indian make heavy
type including cost and conveyance of all materials, labour
item of work.
a) 20mm Nominal bore 50.00 NO 843.00 42150.00
b) 25mm Nominal bore 4.00 NO 1204.00 4816.00
c) 32mm Nominal bore 4.00 NO 1820.00 7280.00
e) 50mm Nominal bore 2.00 NO 3605.00 7210.00
21 Supplying and fixing of SWR PVC pipes (Prince/

Sudhakar/ Kisan/ Supreme or any ISI brand) 4 Kg/Sq.cm.
and fixing all special such as plain bends, off sets, door bends,
single junctions, double junctions as per site requirement,
fixing with PVC clamps if necessary with required number of
Bombay nails including cost and conveyance of all materials to
site, labour charges, overheads & contractors profit complete
for finished item of work at all floor levels. (APSS No. 1302
1319 & 1326)
a) 75mm dia 118.00 Rmt 169.00 19942.00

(Rs.)
b) 110mm dia 349.00 Rmt 243.00 84807.00
22 Providing and Placing on Terrace (at all floor levels) 5000 Lit 5.91 29550.00
polyetheylene water storage tank with double layer
approved brand and manufacture with cover and suitable
locking arrangement and making necessary holes for inlet and
outlets and over flow pipes but without fittings and base
support for tanks including cost and conveyance of all
23 Construction of Brick masonry support for GI pipe of size 50 NO 82.00 4100.00

304.80mm x 228.60mm x 228.60 mm with Brick in CM (1:6)
prop including plastering and finishing with 12mm thick in CM
(1:5) including cost and conveyance of all materials and all
labour charges, overheads & contractors profit complete for
Sub Total (WS): 840117.00

Detailed Estimate for Service Block- Ground Floor
F2 1 1.550 1.550 1.800 4.32
F3 5 1.750 1.750 1.800 27.56
F4 8 1.950 1.950 1.800 54.76
F5 4 2.150 2.150 1.800 33.28
F6 10 2.350 2.350 1.800 99.41
F7 8 2.550 2.550 1.800 93.64
F8 5 2.750 2.750 1.800 68.06
F11 2 3.350 3.350 1.800 40.40
F12 2 3.550 3.550 1.800 45.37
RF-1 1 2.150 2.550 1.800 9.87
RF-2 2 2.350 2.750 1.800 23.27
Alround for basement 1 139.330 0.750 0.600 62.70
Deduction of footings
F2 -1 1 1.550 0.750 0.600 -0.70
F3 -1 4 1.750 0.750 0.600 -3.15
F4 -1 7 1.950 0.750 0.600 -6.14
F7 -1 4 2.550 0.750 0.600 -4.59
F8 -1 5 2.750 0.750 0.600 -6.19
541.86
Say 542.00 Cum
2 Earth filling with available earth

Deductions
a Qty as per PCC (1:4:8) -41.661
b Qty as per PCC (1:5:10) -120.000
e Qty as per RCC Wall upto G.L -3.655
f
Qty as per columns upto Ground level -6.000 -321.62
220.38 220.38
Say 221.00 Cum
Basement Filling
Qty Same as common area flooring 1 154.00 1.200 184.80
Qty Same as Chequered flooring 1 2.000 1.200 2.40
814.80
Say 815.00 Cum
3 Total Earth to be Filled

Quantity same as filling sides of
foundation and Plinth 221.00
Basement Filling 814.80
1035.80
Say 1036.00 Cum
4 Filling with carted gravel
Total Earth to be Filled 1036.00
Qty same as of eccavation -434.00
602.00 Cum
APMSIDC-MTM SERVICE BLOCK-DET-GF 1001OF 3032

5 Filling with available earth
Qty same as of eccavation 80% 542.00 433.60 Cum
Say 434.00 Cum

F2 1 1.550 1.550 0.150 0.36
F3 5 1.750 1.750 0.150 2.30
F4 8 1.950 1.950 0.150 4.56
F5 4 2.150 2.150 0.150 2.77
F6 10 2.350 2.350 0.150 8.28
F7 8 2.550 2.550 0.150 7.80
F8 5 2.750 2.750 0.150 5.67
F11 2 3.350 3.350 0.150 3.37
F12 2 3.550 3.550 0.150 3.78
RF-1 1 2.150 2.550 0.150 0.82
RF-2 2 2.350 2.750 0.150 1.94
41.66
Say 42.00 Cum
7 PCC (1:5:10)
Under Internal Plinth Beams
Horizontal
G1-G12 3 51.711 0.450 0.150 10.47
Deduction of columns -10 0.380 0.450 0.150 -0.26
Lift 2 2.000 0.450 0.150 0.27
B1-B11 2 46.840 0.450 0.150 6.32
Vertical
A1-G1 37 17.816 0.450 0.150 44.50
A4-B4 1 6.285 0.450 0.150 0.42
D5-G5 1 9.193 0.450 0.150 0.62
C12-G12 1 9.875 0.450 0.150 0.67
Secondry 1 1.764 0.450 0.150 0.12
Secondry 1 2.710 0.450 0.150 0.18
Deduction Allround Building -1 139.050 0.450 0.150 -9.39
Under Flooring
119.32
Say 120.00 Cum

under lintels
MD 2 1 0.300 0.225 0.150 0.02

D1 2 2 0.300 0.225 0.150 0.04
D2 2 1 0.300 0.225 0.150 0.02
SD 2 1 0.300 0.225 0.150 0.02
Lift door 2 2 0.300 0.225 0.150 0.04
W1 2 33 0.300 0.225 0.150 0.67
V5 2 5 0.300 0.225 0.150 0.10
D2 2 3 0.300 0.100 0.150 0.03
D3 2 4 0.300 0.100 0.150 0.04
D4 2 7 0.300 0.100 0.150 0.06
Hold fasts
MD 6 1 0.230 0.225 0.150 0.05
D1 6 2 0.230 0.225 0.150 0.09
D2 6 1 0.230 0.225 0.150 0.05
SD 6 1 0.230 0.225 0.150 0.05
Lift door 6 2 0.230 0.225 0.150 0.09
W1 4 33 0.230 0.225 0.150 1.02
V5 2 5 0.230 0.225 0.150 0.08
D2 6 3 0.230 0.100 0.150 0.06
D3 6 4 0.230 0.100 0.150 0.08
D4 6 7 0.230 0.100 0.150 0.14
2.76
Say 3.00 Cum
9 PCC for Steps

Stair Case 2 22 2.254 0.300 0.150 4.46
4.46
Say 5.00 cum
10 Sill slabs
W1 33 1.500 0.225 0.100 1.11
V5 5 0.600 0.225 0.100 0.07
1.18
Say 2.00 cum
a Platforms
Toilet Block 2 1.800 0.600 2.16
Reception 1 2.000 0.600 1.20
3.36
Say 4.00 Sqm
b Lofts
Rooms 5 2.000 0.450 4.50
4.50
Say 5.00 Sqm

Say 9.00 Sqm

Rooms 3 5 2.000 0.450 13.50
13.50
Say 14.00 Sqm
12 VPCC (1:3:6)
Allround Building 1 139.053 0.315 0.600 26.28
Deduction of Columns
C1 -4 0.300 0.315 0.600 -0.23

C2 -2 0.300 0.315 0.600 -0.11
C3 -5 0.300 0.315 0.600 -0.28
C5 -10 0.380 0.315 0.600 -0.72
C6 -4 0.380 0.315 0.600 -0.29
C7 -2 0.750 0.315 0.600 -0.28
24.37
Say 25.00 CUM
ii Basement
Allround Building 1 139.053 0.315 0.500 21.90
Deduction of Footings
Deductions
C1 -4 0.300 0.315 0.500 -0.19
C2 -2 0.300 0.315 0.500 -0.09
C3 -5 0.300 0.315 0.500 -0.24
C5 -10 0.380 0.315 0.500 -0.60
C6 -4 0.380 0.315 0.500 -0.24
C7 -2 0.750 0.315 0.500 -0.24
20.31
Say 21.00 Sqm
13 VRCC M25 grade
a Footings
F2 1 1.400 1.400 0.300 0.59
F3 5 1.600 1.600 0.500 6.40
F4 8 1.800 1.800 0.400 10.37
F5 4 2.000 2.000 0.425 6.80
F6 10 2.200 2.200 0.475 22.99
F7 8 2.400 2.400 0.550 25.34
F8 5 2.600 2.600 0.600 20.28
F11 2 3.200 3.200 0.725 14.85
F12 2 3.400 3.400 0.775 17.92
RF-1 1 2.000 2.400 0.475 2.28
RF-2 2 2.200 2.600 0.550 6.29
134.11
Say 135.00 Cum
a Footings
F2 1 1.400 1.400 0.300 0.59
F3 5 1.600 1.600 0.500 6.40
F4 8 1.800 1.800 0.400 10.37
F5 4 2.000 2.000 0.425 6.80
F6 10 2.200 2.200 0.475 22.99
F7 8 2.400 2.400 0.550 25.34
F8 5 2.600 2.600 0.600 20.28
F11 2 3.200 3.200 0.725 14.85
F12 2 3.400 3.400 0.775 17.92
125.54
Say 126.00 Cum
b Raft concrete
RF-1 1 2.000 2.400 0.475 2.28
RF-2 2 2.200 2.600 0.550 6.29
8.57
Say 9.00 Cum
b) Pedestals
C1 4 0.750 0.750 0.600 1.35
C2 2 0.750 0.750 0.600 0.68

C3 15 0.750 0.750 0.600 5.06
C4 6 0.750 0.750 0.600 2.03
C5 10 0.750 0.750 0.600 3.38
C6 7 0.750 0.750 0.600 2.36
C7 4 0.750 0.750 0.600 1.35
16.20
Say 17.00 Cum
c) Plinth Beams
Horizontal
G1-G12 3 51.711 0.230 0.400 14.27
Lift 2 2.000 0.230 0.400 0.37
B1-B11 2 46.840 0.230 0.400 8.62
Vertical
A1-G1 37 17.816 0.230 0.400 60.65
A4-B4 1 6.285 0.230 0.400 0.58
D5-G5 1 9.193 0.230 0.400 0.85
C12-G12 1 9.875 0.230 0.400 0.91
Secondry 1 1.764 0.230 0.400 0.16
Secondry 1 2.710 0.230 0.400 0.25
82.87
Say 83.00 Cum
14 VRCC M25 grade

i Columns Up to GL
C1 4 0.300 0.450 0.550 0.30
C2 2 0.300 0.450 0.550 0.15
C3 15 0.300 0.600 0.550 1.49
C4 6 0.300 0.600 0.550 0.59
C5 10 0.380 0.380 0.550 0.79
C6 7 0.380 0.600 0.550 0.88
C7 4 0.750 0.750 0.550 1.24
5.43
Say 6.00 Cum

C1 4 0.300 0.450 0.500 0.27
C2 2 0.300 0.450 0.500 0.14
C3 15 0.300 0.600 0.500 1.35
C4 6 0.300 0.600 0.500 0.54
C5 10 0.380 0.380 0.500 0.72
C6 7 0.380 0.600 0.500 0.80
C7 4 0.750 0.750 0.500 1.13
4.94

Say 5.00 Cum
12 VRCC M25 grade
a Columns Upto PB Top to roof slab
bottom
C1 4 0.300 0.450 3.475 1.88
C2 2 0.300 0.450 3.475 0.94
C3 15 0.300 0.600 3.475 9.38
C4 6 0.300 0.600 3.475 3.75
C5 10 0.380 0.380 3.475 5.02
C6 7 0.380 0.600 3.475 5.55
C7 4 0.750 0.750 3.475 7.82
48 34.33
Say 35.00 Cum

i Upto G.L 6.00
ii GL to Plinth top 5.00
iii Above plinth 35.00
46.00
Say 46.00 Cum
b Lintels
MD 1 2.460 0.225 0.175 0.10
D1 2 2.260 0.225 0.175 0.18
D2 1 1.660 0.225 0.175 0.07
SD 1 1.360 0.225 0.175 0.05
Lift door 2 1.660 0.225 0.175 0.13
W1 33 1.960 0.225 0.175 2.55
V5 5 1.060 0.225 0.175 0.21
D2 3 1.660 0.100 0.175 0.09
D3 4 1.360 0.100 0.175 0.10
D4 7 1.260 0.100 0.175 0.15
3.62
Say 4.00 Cum
13 VRCC M25 grade

a Roof Beams
Horizontal
G1-G2 5 4.070 0.230 0.300 1.40
G2-G3 5 6.390 0.230 0.500 3.67
G3-G6 4 7.210 0.230 0.300 1.99
B3-B6 2 7.210 0.230 0.500 1.66
G6-G11 5 29.400 0.230 0.500 16.91
G11-G12 3 4.580 0.230 0.500 1.58
Vertical
A1-B1 9 6.285 0.230 0.500 6.50
Secondry 5 5.640 0.230 0.500 3.24
Secondry 1 1.765 0.230 0.300 0.12
Corridor 9 2.710 0.230 0.300 1.68

D1-F1 8 6.670 0.230 0.500 6.14
Secondry 5 6.030 0.230 0.500 3.47
C1-F1 2 7.312 0.230 0.500 1.68
G1-F1 10 2.515 0.230 0.300 1.74
47.21
Say 48.00 Cum
Roof slab
G1-G2 X G1-F1 1 3.610 2.515 9.08
G3-G6 X G3-F3 1 6.980 2.515 17.55
D1-D2 X D1-B1 1 3.610 2.710 9.78
D7-D8 X D7-B7 1 4.467 2.710 12.11
Near Duct 1 1.573 1.764 2.77
51.30
Say 52.00 Sqm
A1-A11 X A1-G1 1 46.840 17.816 834.50
C11-C12 X C11-G11 1 9.635 4.872 46.94
Deductions
Deduction of Staircase -2 4.315 4.570 -39.44
Deduction of Fire Shaft -1 2.000 1.500 -3.00
Deduction of Duct -1 2.000 0.870 -1.74
Deduction of Lift -2 2.000 2.500 -10.00
Deduction of 125MM Thick -51.30
775.97
Say 776.00 Sqm
Mid landing 2 1 4.750 1.500 14.25
41.25
Say 42.00 Sqm
14 Sunshades
W1 33 1.800 59.40
V5 5 0.900 4.50
63.90
Say 64.00 RM

Horizonatal
Horizontal 2 46.840 0.225 3.150 66.40
deduct columns -2 0.300 0.225 3.150 -0.43
deduct columns -6 0.450 0.225 3.150 -1.91
lift H 2 2.400 0.225 3.450 3.73
Fire shaft H 1 2.000 0.225 3.450 1.55
Verticals
Verticals 4 15.300 0.225 3.150 43.38
deduct columns -8 0.300 0.225 3.150 -1.70
deduct columns -8 0.450 0.225 3.150 -2.55
Lift-V 4 6.670 0.225 3.150 18.91
deduct columns -6 0.450 0.225 3.150 -1.91
Deductions

MD -1 2.000 0.225 2.600 -1.17
D1 -2 1.800 0.225 2.600 -2.11
D2 -1 1.200 0.225 2.600 -0.70
SD -1 0.900 0.225 2.100 -0.43
Lift door -2 1.200 0.225 2.100 -1.13
W1 -33 1.500 0.225 1.800 -20.05
V5 -5 0.600 0.225 0.500 -0.34
Lintels
MD -1 2.460 0.225 0.175 -0.10
D1 -2 2.260 0.225 0.175 -0.18
D2 -1 1.660 0.225 0.175 -0.07
SD -1 1.360 0.225 0.175 -0.05
Lift door -2 1.660 0.225 0.175 -0.13
W1 -33 1.960 0.225 0.175 -2.55
V5 -5 1.060 0.225 0.175 -0.21
96.25
Say 97.00 Cum

1
Machenised laundry to ditician Room 23.730 3.450 81.87
Deduct Coloumns -4 0.600 3.450 -8.28
Deduct Coloumns -4 0.300 3.450 -4.14
Sluicing to office-H 1 9.930 3.450 34.26
Distributin To matress Sterilization 1 10.000 3.450 34.50
Duct 1 1.930 3.450 6.66
Toilet 1 3.960 3.450 13.66
WC-H 4 1.500 2.400 14.40
Urinal Walls 4 0.900 2.100 7.56
Slicing Infection-V 3 3.310 3.450 34.26
WC-V 2 5.950 2.400 28.56
Dry Store-V 3 5.800 3.450 60.03
Elevation fins 3 5.340 3.600 57.67
Elevation fins 2 3.040 3.600 21.89
attached Toilet L shape 1 3.100 3.450 10.70
wash basin walls 4 0.600 0.900 2.16
Cupboard walls 14 0.600 2.100 17.64
Deductions
Openings
D2 -3 1.200 2.600 -9.36
D3 -4 0.900 2.600 -9.36
D4 -7 0.800 2.100 -11.76
Lintels
D2 -3 1.660 0.175 -0.87
D3 -4 1.360 0.175 -0.95
D4 -7 1.260 0.175 -1.54
379.54
Say 380.00 sqm
17 TMT STEEL
150mm thick Retaining wall 46.00 100.000 0.150 Kgs/Cum 690.000

level 52.0 80.000 0.125 Kgs/Sqm 520.00
150mm thick Roof slab up to 3.60mt ht 775.97 80.000 0.150 Kgs/Sqm 9311.60
Shelves 14.00 0.025 80.000 Kgs/Cum 28.00
60388.80
Say 60.40 MT
18 Mild Steel
RBM 380 2.000 Kgs/Sqm 760.00
814.00
Say 0.81 MT
718.25
Say 719.00 Sqm

Rooms
Mechanized Laundry 1 31.880 3.475 110.78
Dietcian Room 1 22.610 3.475 78.57
Preparation Room 1 19.185 3.475 66.67
Utensil Store 1 21.730 3.475 75.51
Dry store 1 21.730 3.475 75.51
Wet store 1 21.730 3.475 75.51
Kitchen 1 30.925 3.475 107.46
Kitchen Corridor 1 22.831 3.475 79.34
Office 1 12.390 3.475 43.06
Reception 1 10.045 3.475 34.91
Sluicing & Disinfection 1 13.080 3.475 45.45
Distributing Storage 1 15.560 3.475 54.07
Matress Sterilization 1 16.290 3.475 56.61
Ladies Toilet
Toilet Entrance 1 7.120 3.475 24.74
In front of Wcs 1 11.580 3.475 40.24
WCs 3 5.400 2.100 34.02
Gents Toilet
In front of Wcs 1 11.580 3.475 40.24
WCs 3 5.400 2.100 34.02
PC Toilet 1 7.000 3.475 24.33
Attached toilet in dietician room 1 6.000 3.475 20.85
Wash Area 1 21.290 3.475 73.98
Lobby 1 18.250 3.475 63.42
2.3 m wide Corridor Near Lobby 1 20.180 3.475 70.13

Mechanize laundry corridor 1 24.680 3.475 85.76
In front of Stair case 1 4.860 3.475 16.89
All round stair case 2 13.150 3.475 91.39
stair case 2 15.100 3.475 104.95
all round lift 2 9.000 3.600 64.80
Deductions
MD -1 1 2.000 2.600 -5.20
D1 -1 2 1.800 2.600 -9.36
D2 -1 10 1.200 2.600 -31.20
D3 -1 4 0.900 2.600 -9.36
D4 -1 7 0.800 2.100 -11.76
Lift door -1 2 1.000 2.100 -4.20
SD -1 2 0.900 2.100 -3.78
V5 -1 5 0.600 0.500 -1.50
Ded for Dadooing with ceramic tiles for
Toilets -199.27
1349.57
Say 1350.00 Sqm
a 12 mm thick internal plastering
60% of above quantity (internal) 809.74
Say 810.00 Sqm
b 20 mm thick Internal plastering
40% of above quantity (external) 539.83
Say 540.00 Sqm
21 Basement plastering
81.41
Say 82.00 Sqm
2.4 Wide Passage 1 1 57.340 2.230 127.87
All round the Building Elevation Walls 2 6 0.370 3.600 15.98

Duct 1 5.740 3.600 20.66
Fire shaft 1 7.000 3.600 25.20
Deductions
W1 -1 33 1.500 1.800 -89.10
V5 -1 5 0.600 0.500 -1.50
587.56
Say 588.00 Sqm
23 RCM Drop
Entrance 1 57.340 0.300 17.20
17.20
Say 18.00 Sqm
Flooring
Ladies Toilet
In front of Wcs 1 1.960 3.830 7.51
WCs 3 1.500 1.200 5.40
Gents Toilet

In front of Wcs 1 1.960 3.830 7.51
WCs 3 1.500 1.200 5.40
PC Toilet 1 1.500 2.000 3.00
Wash Area 1 4.500 6.145 27.65
64.76
Say 65.00 Sqm

Mechanized Laundry 1 10.000 5.940 59.40
Dietcian Room 1 5.365 5.940 31.87
deduct toilet -1 1.300 1.900 -2.47
Utensil Store 1 5.075 5.790 29.38
Dry store 1 5.075 5.790 29.38
Wet store 1 5.075 5.790 29.38
Kitchen 1 18.335 6.295 115.42
Kitchen Corridor 1 22.950 2.640 60.59
Office 1 3.000 3.195 9.59
Reception 1 3.425 3.310 11.34
Sluicing & Disinfection 1 3.345 3.195 10.69
Distributing Storage 1 4.760 3.020 14.38
Matress Sterilization 1 5.125 3.020 15.48
457.97
Say 458.00 Sqm
b) Flooring with granite slabs in Corridors
Lobby 1 5.360 6.445 34.55

Under Stair case 1 4.750 4.200 19.95
Under Stair case 1 4.750 4.200 19.95
153.99
Say 154.00 Sqm
b Granite Slabs for Midlanding

Entrance 1 52.309 2.400 125.54
139.79
Say 140.00 Sqm

4.00
Say 4.00 Sqm

W1 33 1.800 0.225 13.37

V5 5 0.600 0.225 0.68
14.04
Say 15.00 Sqm
28 Chequered tiles
Entarnce ramp 1 2.000 0.900 1.80
1.80
Say 2.00 Sqm
i Treads
Staircase 2 20 2.000 0.300 24.00
Main Entrance 1 3 3.000 0.300 2.70
26.70
Say 27.00 Sqm
ii Risers
Staircase -typ 2 22 2.000 0.150 13.20
Main Entrance 1 4 3.000 0.150 1.80
15.00
Say 15.00 Sqm
Skirting
Mechanized Laundry 1 31.880 31.88
Dietcian Room 1 22.610 22.61
Preparation Room 1 19.185 19.19
Utensil Store 1 21.730 21.73
Dry store 1 21.730 21.73
Wet store 1 21.730 21.73
Kitchen 1 30.925 30.93
Kitchen Corridor 1 22.831 22.83
Office 1 12.390 12.39
Reception 1 10.045 10.05
Sluicing & Disinfection 1 13.080 13.08
Distributing Storage 1 15.560 15.56
Matress Sterilization 1 16.290 16.29
under stair case 2 13.150 26.30
286.29
Say 287.00 Rmt

stair case 2 15.100 30.20
30.20
Say 31.00 Rmt

Lift walls 1 6.445 3.450 22.24
Entrance 1 4.790 3.450 16.53
Deduct Lift door -2 1.200 2.100 -5.04
D1 -1 1.800 2.600 -4.68
29.04
Say 30.00 Sqm
Ladies Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02

Gents Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
PC Toilet 1 7.000 2.100 14.70
Wash Area 1 21.290 2.100 44.71
Deductions
D3 -3 0.900 2.100 -5.67
D4 -7 0.800 2.100 -11.76
SD -1 0.900 2.100 -1.89
199.27
Say 200.00 Sqm
34 Dadooing in corridor
a Dadooing in corridor
Lobby 1 18.250 1.500 27.38
Deductions
MD -1 2.000 1.500 -3.00
D2 -8 1.200 1.500 -14.40
D3 -4 0.900 1.500 -5.40
LD -2 1.200 1.500 -3.60
84.56
Say 85.00 Sqm
1 Plinth protection
135.68
Say 136.00 Sqm
35 Railing
Corridor 1 1 68.800 0.900 61.92
Entrance Staircase 2 2 1.000 0.900 3.60
Staircase 2 1 7.500 0.900 13.50
79.02
Say 80.00 Sqm
36 Grip bar
Entrance ramp 1 2 0.900 1.80
PH Toilet 1 1 4.000 4.00
5.80
Say 6.00 Rmt
37 False ceiling
612.00
Say 612.00 Sqm
719.00

Say 719.00 Sqm
39 Wall putty
1350.00
Say 1350.00 Sqm
40 Plastic Emulsion Paint for interior faces

of walls
1350.00
Say 1350.00 Sqm
41
588.00
Say 588.00 Sqm
91.00 Sqm
Say 91.00 Sqm
MD 0.75 1 2.000 2.600 3.90
D1 0.75 2 1.800 2.600 7.02
D2 0.75 10 1.200 2.600 23.40
D3 0.75 4 0.900 2.600 7.02
41.34
Say 42.00 Sqm
Woden Doors
MD 1 2.000 2.600 5.20
5.20
Say 6.00 Sqm
S & F of Doors
42 MD1 (2.00 x 2.60 M) 1 2.000 2.600 5.20
Say 5.20 Sqm
43 D1(1.8X 2.60) 2 1.800 2.600 9.36

9.36
Say 9.36 Sqm
44 D2 (1.20 X 2.60) 10 1.200 2.600 31.20

Say 31.20 Sqm
45 D3 (0.90 X 2.60) 4 0.900 2.600 9.36

Say 9.36 Sqm
D4 frame
46 D4 frame 7 5.000 35.00
35.00
Say 35.00 RMT

47 D4(0.8 X 2.10) - shutter 7 0.800 2.100 11.76

Say 11.76 sqm
48 Windows
W1 33 1.500 1.800 89.10
Total Quantity 33 89.10 Sqm
49 Ventilators
V5 5 0.600 0.500 1.50
1.50 Sqm

W1 33 1.500 1.800 89.10
Ventilators
V5 5 0.600 0.500 1.50
90.60
Say 91.00 Sqm
1365.00 Kgs
37 Cupboards
Dietician Room 1 3.000 2.100 6.30
Utensil,Dry & Wet stores 3 2.000 2.100 12.60
Office 1 3.000 2.100 6.30
Matress Aterilization & mendling 1 3.000 2.100 6.30
Distribution Storage 1 3.000 2.100 6.30
37.80
Say 38.00 Sqm
38 External Cladding
2.4 Wide Passage 1 1 57.340 2.230 127.87
All round the Building Elevation Walls 2 6 0.370 3.600 15.98

Duct 1 5.740 3.600 20.66
Fire shaft 1 7.000 3.600 25.20
Deductions
W1 -1 33 1.500 1.800 -89.10
V5 -1 5 0.600 0.500 -1.50
587.56
Say 588.00 Sqm

Detailed Estimate for Service Block- FIRST FLOOR
under lintels
D1 2 5 0.300 0.225 0.150 0.10
Lift door 2 2 0.300 0.225 0.150 0.04
W1 2 33 0.300 0.225 0.150 0.67
V5 2 4 0.300 0.225 0.150 0.08
D3 2 3 0.300 0.100 0.150 0.03
D4 2 6 0.300 0.100 0.150 0.05
Hold fast
D1 6 5 0.230 0.225 0.150 0.23
Lift door 6 2 0.230 0.225 0.150 0.09
W1 4 33 0.230 0.225 0.150 1.02
V5 2 4 0.230 0.225 0.150 0.06
D3 6 3 0.230 0.100 0.150 0.06
D4 6 6 0.230 0.100 0.150 0.12
2.57
Say 3.00 Cum
2 PCC for Steps

Stair Case 2 22 2.254 0.300 0.150 4.46
4.46
Say 5.00 Cum
3 sill slabs
W1 33 2.100 0.225 0.100 1.56
V5 4 0.900 0.225 0.100 0.08
1.64
Say 2.00 cum
4 Platforms & Lofts
a Platforms
Washbasin in toilets 2 1.800 0.600 2.16
2.16
Say 3.00 Sqm
b Lofts
Hospital Stores 1 10.000 0.600 6.00
6.00
Say 6.00 Sqm

Say 9.00 Sqm

Hospital Stores 3 1 10.000 0.450 13.50
13.50
Say 14.00 Sqm
5 VRCC M25 grade
a Columns
C1 6 0.300 0.600 3.475 3.75
C2 5 0.380 0.380 3.475 2.51
C3 17 0.380 0.600 3.475 13.47
28 19.73
Say 20.00 Cum
APMSIDC-MTM SERVICE BLOCK-DET-FF 1016OF 3032

b Columns unsupported Ht upto 7.32
mts for Gallary
C2 5 0.380 0.380 7.075 5.11
C3 6 0.380 0.600 7.075 9.68
C4 4 0.750 0.750 7.075 15.92
30.71
Say 31.00 Cum
b Lintels
D1 5 2.260 0.225 0.175 0.44
Lift door 2 1.660 0.225 0.175 0.13
W1 33 1.960 0.225 0.175 2.55
V5 4 1.060 0.225 0.175 0.17
D3 3 1.360 0.100 0.175 0.07
D4 6 1.260 0.100 0.175 0.13
53 3.49
Say 4.00 Cum
6 VRCC M25 grade

a Roof Beams
Horizontal
G1-G2 5 4.070 0.230 0.300 1.40
G2-G3 5 6.390 0.230 0.500 3.67
G3-G6 4 7.210 0.230 0.300 1.99
B3-B6 2 7.210 0.230 0.500 1.66
G6-G11 3 29.400 0.230 0.500 10.14
D7-D8 2 5.368 0.230 0.500 1.23
G11-G12 3 4.580 0.230 0.500 1.58
Vertical
A1-B1 7 6.285 0.230 0.500 5.06
Secondry 5 5.640 0.230 0.500 3.24
Secondry 1 1.765 0.230 0.300 0.12
Corridor 6 2.710 0.230 0.300 1.12
D1-F1 6 6.670 0.230 0.500 4.60
Secondry 2 6.030 0.230 0.500 1.39
C1-F1 2 7.312 0.230 0.500 1.68
G1-F1 10 2.515 0.230 0.300 1.74
37.18
Say 38.00 Cum

Roof Beams Unsupported Ht 7.32
mts Level
Horizontal
D8-D11 2 23.410 0.230 0.500 5.38
Vertical
A9-F9 2 15.301 0.600 1.050 19.28
Secondry 3 15.301 0.230 0.500 5.28
27.91
Say 28.00 Cum
b Roof slab
G1-G2 X G1-F1 1 3.610 2.515 9.08
G3-G6 X G3-F3 1 6.980 2.515 17.55
D1-D2 X D1-B1 1 3.610 2.710 9.78
D7-D8 X D7-B7 1 4.467 2.710 12.11
Near Duct 1 1.573 1.764 2.77
51.30
Say 52.00 Sqm

A1-A8 X A1-G1 1 23.659 17.816 421.51
G8-F8 X G8-G11 1 27.990 2.745 76.83
C11-C12 X C11-G11 1 9.635 4.872 46.94
Deductions
436.96
Say 437.00 Sqm

Mid landing 2 1 4.750 1.500 14.25
41.25
Say 42.00 Sqm
iv) Unsupported 7.32 Roof Slab

150mm thick
Gallary 1 22.950 15.070 345.86
345.86
Say 346.00 Sqm
7 Sunshades
W1 33 2.100 69.30
V5 4 0.900 3.60
72.90
Say 73.00 RM

Horizontals
Horizontal 2 46.840 0.225 3.150 66.40
deduct columns -2 0.300 0.225 3.150 -0.43
deduct columns -6 0.450 0.225 3.150 -1.91
lift H 2 2.400 0.225 3.450 3.73
Fire shaft H 1 2.000 0.225 3.450 1.55
Fire shaft H 2 1.050 0.225 3.450 1.63
Verticals
Verticals 4 15.300 0.225 3.150 43.38
deduct columns -8 0.300 0.225 3.150 -1.70
deduct columns -8 0.450 0.225 3.150 -2.55
Lift-V 4 6.670 0.225 3.150 18.91
deduct columns -6 0.450 0.225 3.150 -1.91
Fire shaft V 1 2.500 0.225 3.450 1.94
Gallery Steps 14 14.800 0.225 0.300 13.99
Dias 1 15.340 0.225 0.300 1.04
Deductions
D1 -5 1.800 0.225 2.600 -5.27
Lift door -2 1.200 0.225 2.100 -1.13
W1 -33 1.500 0.225 1.800 -20.05
V5 -4 0.600 0.225 0.500 -0.27
Lintels
D1 -5 2.260 0.225 0.175 -0.44
Lift door -2 1.660 0.225 0.175 -0.13
W1 -33 1.960 0.225 0.175 -2.55
V5 -4 1.060 0.225 0.175 -0.17
114.04
Say 115.00 Cum

Horizontal 1 6.910 3.150 21.77
Elevation fins 3 5.340 3.600 57.67
Elevation fins 2 3.040 3.600 21.89
Cupboard walls 4 0.600 2.100 5.04
Toilet Block
WC-V 2 5.950 2.400 28.56
WC-H 4 1.500 2.400 14.40
Urinal Walls 4 0.900 2.100 7.56
Deductions
D3 -3 0.900 2.600 -7.02
D4 -6 0.800 2.100 -10.08
Lintels
D3 -3 1.360 0.175 -0.71
D4 -6 1.260 0.175 -1.32
139.91
Say 140.00 sqm

10 TMT STEEL
Roof beams upto 3.60 mts levael 37.18 250.000 Kgs/Cum 9294.41
Roof beams upto 7.20 mts levael 28.00 250.000 Kgs/Cum 7000.00
125mm thick Roof slab upto 3.60
mts levael 51.3 80.000 0.125 Kgs/Sqm 512.97
mts level 437.00 80.000 0.150 Kgs/Sqm 5244.00
mts level 346.00 80.000 0.150 Kgs/Sqm 4152.00
Shelves 14.00 0.025 80.000 Kgs/Cum 28.00
40134.44
Say 40.10 MT
11 Mild Steel
RBM 140 2.000 Kgs/Sqm 280.00
334.00
Say 0.33 MT

Qty Same as common area
flooring 110.00
Qty Same as Granolithic Flooring 341.00

Qty Same as Polished Granite
Flooring 140.00
816.25
Say 817.00 Sqm

Rooms
Hospital Stores 1 49.680 3.475 172.64
Lecture Gallery 1 75.580 3.600 272.09
Lecture Gallery Dias 1 15.341 0.300 4.60
stair case 2 15.100 3.475 104.95
Lobby 1 38.658 3.475 134.34
Shaft 1 2.400 3.475 8.34
corridor in front of St case 1 4.860 3.475 16.89
corridor in front of Pc toilet 1 9.740 3.475 33.85

Lift walls 1 6.445 3.475 22.40
Cupborad walls 2 0.600 2.100 2.52
Platform walls 8 0.600 0.900 4.32
all round lift 2 9.000 3.600 64.80
Urinal walls 6 0.600 1.500 5.40
Ladies Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
Gents Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
PC Toilet 1 7.000 3.475 24.33
Deductions
D1 -5 1.800 2.600 -23.40
D3 -4 0.900 2.600 -9.36
D4 -6 0.800 2.100 -10.08
W1 -33 1.500 1.800 -89.10
V5 -4 0.600 0.500 -1.20
Ded for Dadooing with ceramic
tiles for Toilets -145.53
704.89
Say 705.00 Sqm
Say 423.00 Sqm
b
20 mm thick Internal plastering

Say 282.00 Sqm
b Superstructure
Alround external 1 133.900 3.600 482.04
Service Corridor 1 57.340 0.830 47.59
Elevation fins 3 5.340 3.600 57.67
Elevation fins 2 3.040 3.600 21.89
Duct 1 5.740 3.600 20.66
Fire shaft 1 7.000 3.600 25.20
Fire shaft 1 6.100 3.600 21.96
Deductions
D1 -1 2 1.800 2.600 -9.36
W1 -1 33 1.500 1.800 -89.10
V5 -1 4 0.600 0.500 -1.20
577.36
Say 578.00 Sqm

Toilet Block 2 1 5.940 3.560 42.29
Fire Shaft -1 1 2.000 1.500 -3.00
sides
alround

Toilet Block 2 1 19.000 0.300 11.40
50.69
Say 51.00 Sqm
14 RCM Drop
Entrance 1 57.340 0.300 17.20
17.20
Say 18.00 Sqm
Flooring
Ladies Toilet
In front of Wcs 1 1.960 3.830 7.51
WCs 3 1.500 1.200 5.40
Gents Toilet
In front of Wcs 1 1.960 3.830 7.51
WCs 3 1.500 1.200 5.40
PC Toilet 1 1.500 2.000 3.00
34.95
Say 35.00 Sqm

Hospital Stores 1 10.000 14.840 148.40
148.40
Say 149.00
b) Flooring with granite slabs in

Corridors
Lobby 1 5.689 14.840 84.42
Deduct Shaft -1 2.900 1.200 -3.48
109.79
Say 110.00 Sqm
17 Granite Slabs
Entrance 1 52.309 2.400 125.54
139.79
Say 140.00 Sqm

3.00
Say 3.00 Sqm

W1 33 1.800 0.225 13.37
V5 4 0.900 0.225 0.81
14.18
Say 15.00 Sqm
20 Granolithic Flooring
Gallery 1 22.950 14.840 340.58
340.58

Say 341.00 Sqm

i Treads
Staircase 2 20 2.000 0.300 24.00
Staircase in Lecture Gallery 2 6 1.200 0.300 4.32
28.32
28.32
Say 29.00 Sqm
ii Risers
Staircase -typ 2 22 2.000 0.150 13.20
Staircase in Lecture Gallery 2 7 1.200 0.150 2.52
15.72
Say 16.00 Sqm
Skirting
Hospital Stores 1 49.680 49.68
Lecture Gallery Dias 1 9.340 9.34
59.02
Say 60.00 Rmt

stair case 2 15.100 30.20
stair case In Lecture Gallery 2 3.600 7.20
37.40
Say 38.00 Rmt

Lift walls 1 6.445 3.450 22.24
Deduct Lift door -2 1.200 2.100 -5.04
Lecture Gallery Dias 1 15.341 0.300 4.60
21.80
Say 22.00 Sqm

Ladies Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
Gents Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
PC Toilet 1 7.000 2.100 14.70
Deductions
D3 -3 0.900 2.100 -5.67
D4 -6 0.800 2.100 -10.08
145.53
Say 146.00 Sqm

a Dadooing in corridor
Lobby 1 38.658 1.500 57.99
Shaft 1 2.400 1.500 3.60
Deductions
D1 -2 1.500 1.500 -4.50
D3 -4 0.900 1.500 -5.40
LD -2 1.200 1.500 -3.60
69.99
Say 70.00 Sqm
`
Toilet block 1 1 7.830 6.285 0.300 14.76
Dias 1 1 9.340 3.000 0.300 8.41
Gallery 0.5 2 14.800 6.400 0.300 28.42
Gallery Middle Landing 1 1 14.800 3.000 0.700 31.08
82.67
Say 83.00 cum
28 Railing
Corridor 1 1 68.800 0.900 61.92
Staircase 2 1 7.500 0.900 13.50
75.42
Say 76.00 Sqm
29 Grip bar
Staircase (Flight -1& 2) 2 2 13.950 55.80
PH Toilet 1 1 4.000 4.00
59.80
Say 60.00 Rmt
30 False ceiling
259.00
Say 259.00 Sqm

817.00
Say 817.00 Sqm
32 Wall putty
705.00
Say 705.00 Sqm
faces of walls
705.00
Say 705.00 Sqm

plastering
578.00
Say 578.00 Sqm

91.00 Sqm
Say 91.00 Sqm
D1 0.75 5 1.800 2.600 17.55
D3 0.75 4 0.900 2.600 7.02
24.57
Say 25.00 Sqm
S & F of Doors
37 D1(1.8X 2.60) 5 1.800 2.600 23.40

23.40
Say 23.40 Sqm
38 D3 (0.9 X 2.60) 4 0.900 2.600 9.36

Say 9.36 Sqm
D4 frame
39 D4 frame 6 5.000 30.00
30.00
Say 30.00 RMT
40 D4(0.8 X 2.10) - shutter 6 0.800 2.100 10.08

Say 10.08 sqm
Windows
41 2 Track Sliding Windows
W1 33 1.500 1.800 89.10
42 Ventilators
V5 4 0.600 0.500 1.20
1.20 Sqm

Kg/Sqm
W1 33 1.500 1.800 89.10
Ventilators
V5 4 0.600 0.500 1.20
90.30 Sqm
Say 91.00 Sqm
1365.00 Kgs
44 Cupboards
Hospital Store 1 10.000 2.100 21.00
21.00

Say 21.00 Sqm

Elevation fins 3 5.340 3.600 57.67
Elevation fins 2 3.040 3.600 21.89
Duct 1 5.740 3.600 20.66
Fire shaft 1 7.000 3.600 25.20
Fire shaft 1 6.100 3.600 21.96
Deductions
D1 -1 2 1.800 2.600 -9.36
W1 -1 33 1.500 1.800 -89.10
V5 -1 4 0.600 0.500 -1.20
577.36
Say 578.00 Sqm

DETAILED ESTIMATE for Service Block- SECOND FLOOR
under lintels
D1 2 2 0.300 0.225 0.150 0.04
Lift door 2 2 0.300 0.225 0.150 0.04
W1 2 14 0.300 0.225 0.150 0.28
V5 2 4 0.300 0.225 0.150 0.08
D3 2 3 0.300 0.100 0.150 0.03
D4 2 6 0.300 0.100 0.150 0.05
Hold fast
D1 6 2 0.230 0.225 0.150 0.09
Lift door 6 2 0.230 0.225 0.150 0.09
W1 4 14 0.230 0.225 0.150 0.43
V5 2 4 0.230 0.225 0.150 0.06
D3 6 3 0.230 0.100 0.150 0.06
D4 6 6 0.230 0.100 0.150 0.12
1.40
Say 2.00 Cum
2 PCC for Steps
Staircase 2 22 2.000 0.300 0.150 3.96
3.96
Say 4.00 cum
3 Sill slabs
W1 14 2.100 0.225 0.100 0.66
V5 4 0.900 0.225 0.100 0.08
0.74
Say 1.00 cum
4 RCC M20 grade mix
a Platforms
Washbasin in toilets 2 1.800 0.600 2.16
2.16
Say 3.00 Sqm
b Loft
CSSD 1 10.000 0.600 6.00
6.00
Say 6.00 Sqm

Say 9.00 Sqm
c Racks
CSSD 3 1 10.000 0.450 13.50
13.50
Say 14.00 Sqm
5 VRCC M25 grade
a Columns
C1 6 0.300 0.600 3.475 3.75
C2 5 0.380 0.380 3.475 2.51
C3 17 0.380 0.600 3.475 13.47
28 19.73
Say 20.00 Cum
APMSIDC-MTM SERVICE BLOCK-DET-SF 1029OF 3032

b Lintels
D1 2 2.260 0.225 0.175 0.18
Lift door 2 1.660 0.225 0.175 0.13
W1 14 1.960 0.225 0.175 1.08
V5 4 1.060 0.225 0.175 0.17
D3 3 1.360 0.100 0.175 0.07
D4 6 1.260 0.100 0.175 0.13
31 1.76
Say 2.00 Cum
6 VRCC M25 grade
a Roof Beams
Horizontal
G1-G2 5 4.070 0.230 0.300 1.40
G2-G3 5 6.390 0.230 0.500 3.67
G3-G6 4 7.210 0.230 0.300 1.99
B3-B6 2 7.210 0.230 0.500 1.66
G6-G11 3 29.400 0.230 0.500 10.14
D7-D8 2 5.368 0.230 0.500 1.23
G11-G12 3 4.580 0.230 0.500 1.58
Vertical
A1-B1 7 6.285 0.230 0.500 5.06
Secondry 5 5.640 0.230 0.500 3.24
Secondry 1 1.765 0.230 0.300 0.12
Corridor 6 2.710 0.230 0.300 1.12
D1-F1 6 6.670 0.230 0.500 4.60
Secondry 2 6.030 0.230 0.500 1.39
C1-F1 2 7.312 0.230 0.500 1.68
G1-F1 10 2.515 0.230 0.300 1.74
37.18
Say 38.00 Cum
b Roof slab
G1-G2 X G1-F1 1 3.610 2.515 9.08
G3-G6 X G3-F3 1 6.980 2.515 17.55
D1-D2 X D1-B1 1 3.610 2.710 9.78
D7-D8 X D7-B7 1 4.467 2.710 12.11
Near Duct 1 1.573 1.764 2.77
51.30
Say 52.00 Sqm

A1-A8 X A1-G1 1 23.659 17.816 421.51
G8-F8 X G8-G11 1 27.990 2.745 76.83
C11-C12 X C11-G11 1 9.635 4.872 46.94
Deductions
436.96
Say 437.00 Sqm
Mid landing 2 1 4.750 1.500 14.25
41.25
Say 42.00 Sqm
7 Sunshades
W1 14 2.100 29.40
V5 4 0.900 3.60
33.00
Say 33.00 Rmt

Horizontals
Horizontal 2 46.840 0.225 3.150 66.40
deduct columns -2 0.300 0.225 3.150 -0.43
deduct columns -6 0.450 0.225 3.150 -1.91
lift H 2 2.400 0.225 3.450 3.73
Fire shaft H 1 2.000 0.225 3.450 1.55
Fire shaft H 2 1.050 0.225 3.450 1.63
Verticals
Verticals 4 15.300 0.225 3.150 43.38
deduct columns -8 0.300 0.225 3.150 -1.70
deduct columns -8 0.450 0.225 3.150 -2.55
Lift-V 4 6.670 0.225 3.150 18.91
deduct columns -6 0.450 0.225 3.150 -1.91
Fire shaft V 1 2.500 0.225 3.450 1.94
Deductions
D1 -2 1.800 0.225 2.600 -2.11
Lift door -2 1.200 0.225 2.100 -1.13
W1 -14 1.500 0.225 1.800 -8.51
V5 -4 0.600 0.225 0.500 -0.27
Lintels
D1 -2 2.260 0.225 0.175 -0.18
Lift door -2 1.660 0.225 0.175 -0.13
W1 -14 1.960 0.225 0.175 -1.08
V5 -4 1.060 0.225 0.175 -0.17
115.45
Say 116.00 Cum

Horizontal 1 6.910 3.150 21.77
Elevation fins 3 5.340 3.600 57.67
Elevation fins 2 3.040 3.600 21.89
Cupboard walls 4 0.600 2.100 5.04
Toilet Block
WC-V 2 5.950 2.400 28.56
WC-H 4 1.500 2.400 14.40
Urinal Walls 4 0.900 2.100 7.56
Deductions
D3 -3 0.900 2.600 -7.02
D4 -6 0.800 2.100 -10.08
Lintels
D3 -3 1.360 0.175 -0.71
D4 -6 1.260 0.175 -1.32
139.91
Say 140.00 Sqm
7 TMT STEEL
Lintels 2.0 80.000 Kgs/Cum 160.00
Shelves 13.50 0.025 80.000 Kgs/Cum 27.00
Sillslab 0.743 80.000 Kgs/Cum 59.40
20943.04
Say 20.90 MT
8 Mild Steel
RBM 139.9 2.000 Kgs/Sqm 279.82
314.22
Say 0.31 MT
Flooring 140.00
475.25
Say 476.00 Sqm

CSSD 1 49.680 3.475 172.64
Lecture Gallery 1 75.580 3.450 260.75
stair case 2 15.100 3.475 104.95
Lobby 1 38.658 3.475 134.34
Shaft 1 2.400 3.475 8.34
Lift walls 1 6.445 3.475 22.40
Cupborad walls 2 0.600 2.100 2.52
Platform walls 8 0.600 0.900 4.32
all round lift 2 9.000 3.600 64.80
Urinal walls 6 0.600 1.500 5.40
Ladies Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
Gents Toilet
In front of Wcs 1 11.580 3.475 40.24
WCs 3 5.400 2.100 34.02
PC Toilet 1 7.000 3.475 24.33
Lecture Gallery Beams 4 14.840 1.050 62.33
Deductions
D1 -2 1.800 2.600 -9.36
D3 -3 0.900 2.600 -7.02
D4 -6 0.800 2.100 -10.08
W1 -14 1.500 1.800 -37.80
V5 -4 0.600 0.500 -1.20
Toilets -145.53
928.55
Say 929.00 Sqm
Say 557.00 Sqm
Say 371.00 Sqm
b Superstructure
Elevation fins 3 5.340 3.600 57.67
Elevation fins 2 3.040 3.600 21.89
Duct 1 5.740 3.600 20.66
Fire shaft 1 7.000 3.600 25.20
Fire shaft 1 6.100 3.600 21.96

Deductions
D1 -1 2 1.800 2.600 -9.36
W1 -1 14 1.500 1.800 -37.80
V5 -1 4 0.600 0.500 -1.20
628.66
Say 629.00 Sqm

toilet block 1 1 7.830 6.285 49.21
alround
toilet block 1 1 28.230 0.300 8.47
57.68
Say 58.00 Sqm
11 RCM Facia
Entrance 1 57.340 0.300 17.20
17.20
Say 18.00 Sqm
Flooring
Ladies Toilet
In front of Wcs 1 1.960 3.830 7.51
WCs 3 1.500 1.200 5.40
Gents Toilet
In front of Wcs 1 1.960 3.830 7.51
WCs 3 1.500 1.200 5.40
PC Toilet 1 1.500 2.000 3.00
34.95
Say 35.00 Sqm

CSSD 1 10.000 14.840 148.40
148.40
Say 149.00 Sqm
b) Flooring with granite slabs in Corridors
Lobby 1 5.689 14.840 84.42

Deduct Shaft -1 2.900 1.200 -3.48
109.79
Say 110.00 Sqm
14 Granite Slabs
Entrance 1 52.309 2.400 125.54
139.79
Say 140.00 Sqm
2.16
Say 3.00 Sqm

slabs
W1 14 1.800 0.225 5.67
V5 4 0.900 0.225 0.81
6.48
Say 7.00 Sqm
b) Granite flooring
i Treads
Staircase 2 20 2.000 0.300 24.00
24.00
Say 24.00 Sqm
ii Risers
Staircase -typ 2 22 2.000 0.150 13.20
13.20
Say 14.00 Sqm
Skirting
CSSD 1 49.680 49.68
49.68
Say 50.00 Rmt

stair case 2 15.100 30.20
30.20
Say 31.00 Rmt

Lift walls 1 6.445 3.450 22.24
Deduct Lift door -2 1.200 2.100 -5.04
17.20
Say 18.00 Sqm
Ladies Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
Gents Toilet
In front of Wcs 1 11.580 2.100 24.32
WCs 3 5.400 2.100 34.02
PC Toilet 1 7.000 2.100 14.70
Deductions
D3 -3 0.900 2.100 -5.67
D4 -6 0.800 2.100 -10.08
145.53
Say 146.00 Sqm

Lobby 1 38.658 1.500 57.99
Shaft 1 2.400 1.500 3.60
Deductions
D1 -2 1.500 1.500 -4.50
D3 -3 0.900 1.500 -4.05
LD -2 1.200 1.500 -3.60
71.34
Say 72.00 Sqm

toilet block 1 1 7.830 6.285 0.300 14.76
14.76
Say 15.00 cum
23 Railing
Corridor 1 1 68.800 0.900 61.92
Staircase 2 1 7.500 0.900 13.50
75.42
Say 76.00 Sqm

Staircase (Flight -1& 2) 2 2 13.950 55.80
PH Toilet 1 1 4.000 4.00
59.80
Say 60.00 Rmt
25 False ceiling
258.40
Say 259.00 Sqm

476.00
Say 476.00 Sqm
27 Wall putty
929.00
Say 929.00 Sqm

0.00
Say 0.00 Sqm
of walls
929.00

Say 929.00 Sqm
30 Emulsion paint for external plastering

629.00
Say 629.00 Sqm

39.00 Sqm
Say 39.00 Sqm
D1 0.75 5 1.800 2.600 17.55
D3 0.75 4 0.900 2.600 7.02
24.57
Say 25.00 Sqm
S & F of Doors
32 D1 (1.80 X 2.60) 5 1.800 2.600 23.40
Say 23.40 Sqm
33 D3 (0.90 X 2.60) 4 0.900 2.600 9.36

Say 9.36 Sqm
D4 frame
34 D4 frame 6 5.000 30.00
30.00
Say 30.00 RMT
35 D4(0.8 X 2.10) - shutter 6 0.800 2.100 10.08

Say 10.08 sqm
Windows
W1 14 1.500 1.800 37.80
33 Ventilators
V5 4 0.600 0.500 1.20
1.20 Sqm

W1 14 1.500 1.800 37.80
Ventilators
V5 4 0.600 0.500 1.20
39.00 Sqm
Say 39.00 Sqm
585.00 Kgs
35 Cupboards
CSSD 1 10.000 2.100 21.00
21.00
Say 21.00 Sqm

Elevation fins 3 5.340 3.600 57.67
Elevation fins 2 3.040 3.600 21.89
Duct 1 5.740 3.600 20.66
Fire shaft 1 7.000 3.600 25.20
Fire shaft 1 6.100 3.600 21.96
Deductions
D1 -1 2 1.800 2.600 -9.36
W1 -1 14 1.500 1.800 -37.80
V5 -1 4 0.600 0.500 -1.20
628.66
Say 629.00 Sqm

Detailed Estimate for Service Block- Terrace Floor
under lintels
D5 2 2 0.300 0.225 0.150 0.04
W1 2 2 0.300 0.225 0.150 0.04
Hold fasts
D5 6 2 0.230 0.225 0.150 0.09
W1 4 2 0.230 0.225 0.150 0.06
0.24
Say 1.00 Cum
2 Dummy columns
C1 4 0.300 0.600 1.000 0.720
C2 10 0.380 0.380 1.000 1.444
C3 16 0.380 0.600 1.000 3.648
C4 4 0.750 0.750 1.000 2.250
8.06
Say 0.00 Cum
3 VRCC M25 grade
a Columns Upto Roof slab bottom
Staircase & Lift
C3 6 0.380 0.600 2.875 3.933
Staircase
C1 2 0.300 0.600 1.250 0.450
C3 2 0.380 0.600 2.875 1.311
Water Tank
C3 5 0.380 0.600 1.500 1.710
For Elevation
C1 4 0.300 0.600 0.900 0.648
C2 10 0.380 0.380 0.900 1.300
C3 16 0.380 0.600 0.900 3.283
C4 4 0.750 0.750 0.900 2.025
14.66
Say 15.00 Cum
b Lintels
D5 2 1.36 0.225 0.175 0.11
W1 2 1.96 0.225 0.175 0.15
4 0.26
Say 1.00 Cum

Water Tank 2 7.80 5.680 88.61
88.61
Say 89.00 Sqm
4 VRCC M25 grade
a Roof Beams
Staircase Head Room- 2 2 6.400 0.230 0.300 1.766
Staircase Head Room 2 2 5.200 0.230 0.300 1.435
Lift head room 1 2 6.500 0.230 0.300 0.897
Lift head room 1 2 2.500 0.230 0.300 0.345
water tank 1 2 7.800 0.230 0.300 1.076
water tank 1 2 5.680 0.230 0.300 0.784
For Elevation
Parapet wall 1 1 139.050 0.225 0.300 9.386
15.69
APMSIDC-MTM SERVICE BLOCK-DET-Terrace 1039OF 3032

Say 16.00 Cum
b Roof slab
Staircase & Lift Head Room 1 7.440 6.500 48.360
Water Tank 1 7.800 5.680 44.304
128.55
Say 129.00 Sqm

Water Tank Bottom
Lift Head Room 1 6.500 2.500 16.250
Water Tank 1 7.800 5.680 44.304
60.55
Say 61.00 Sqm
5 Sunshades
W1 2 1.80 3.60
3.60
Say 4.00 Rmt

Staircase Head Room- 2 2 6.400 0.225 2.575 14.832
Staircase Head Room 2 2 5.200 0.225 2.575 12.051
Lift head room 1 2 6.500 0.225 2.575 7.532
Lift head room 1 2 2.500 0.225 2.575 2.897
Parapet wall 1 1 139.050 0.225 0.900 28.158
D5 1 -2 0.90 0.225 2.100 -0.851
W1 1 -2 1.50 0.225 1.800 -1.215
63.40
Say 64.00 Cum
3 TMT STEEL
125mm thick Inclined Slab 365.00 80.00 0.125 Kgs/Sqm 3650.00
16767.45
Say 16.80 MT
Water Tank 1 7.800 5.680 44.30
128.55
Say 129.00 Sqm


Deductions
D3 -2 0.900 2.100 -3.78
146.30
Say 147.00 Sqm
Parapet wall2 1 139.054 2.025 281.58
Deductions
W1 -2 1.500 1.800 -5.40
443.58
Say 444.00 Sqm

Quantity Same as Gallery Arae 1 22.95 14.845 340.69
870.20
Say 871.00 Sqm
8 Impervious Coat
Bottom
water tank bottom
Block 1 7.800 5.680 44.30
Sides
Block 1 15.60 1.500 23.40
67.70
Say 68.00 Sqm

198.90
Say 199.00 Rmt
129.00
Say 129.00 Sqm

25% 0.00
0.00
Say 0.00 Sqm
of walls
147.00
Say 147.00 Sqm
13
444.00
Say 444.00 Sqm


D4 0.75 2 1.00 2.100 3.15
3.15
Say 4.00 Sqm

W1 2 1.50 1.800 5.40
5.40 Sqm
Say 6.00 Sqm
13 Doors
Wooden Doors
D4 (1.00 X 2.10) 2 1.00 2.100 4.20
4.20 Sqm
14 Windows
W1 2 1.50 1.800 5.40
5.40 Sqm

W1 2 1.50 1.800 5.40
5.40 Sqm
Say 6.00 Sqm
90.00 Kgs
c 125mm thick Inclined Slab
i) Roof Slab 125mm thick 1 139.05 2.619 364.24
364.24
Say 365.00 Sqm

tiles 1 139.05 2.619 364.24
364.24
Say 365.00 Sqm

Name of the work : Establishment of Government Medical College at Vizianagaram
in Vizianagaram District
GENERAL ABSTRACT - MEDICAL COLLEGE
1 Civil Works ` 422929317
3 Electrification ( Internal , External & HVAC) `

82202902.70
4 Fire Fighting System ` 10420256
Total ECV ` 524509193

ABSTRACT ESTIMATE FOR CIVIL WORKS FOR MEDICAL COLLEGE
Unit Rate
Sl. No. Description of Work Quantity
(in words) In Figures
1 Earth work excavation for foundations (Mechanical 7433.00 CUM ONE CUM 107.00
Means) for buildings in ordinary soils and depositing
on bank for all lifts and with an initial lead of 10m and
up to 3m depth including all operational,incidental,
labour charges such as shoring, sheeting, planking,
dewatering charges etc., as per SS 20 B(APSS 308)
2 Filling with carted gravel in trenches,sides of 4188.00 CUM ONE CUM 268.00
3 Filling with useful available excavated earth 3717.00 CUM ONE CUM 33.00
(excluding rock) with a lead of 50 m in trenches, sides
of foundations and basement with initial lead in layers
not exceeding 15cm thick, watering and ramming
including cost and conveyance of water to work site
and all operaitonal, incidental, labour charges, hire
charges of T&P etc., and overheads & contractors
profit complete for fnished item of work (APSS
NO.309&310)
4 Supply and placing of Plain Cement Concrete M 662.00 CUM ONE CUM 2557.00
5 Supply and placing of Plain Cement Concrete M 5 1400.00 CUM ONE CUM 2421.00

(APSS No. 402)
a) Footings 2010.00 CUM ONE CUM 6413.00
b) Raft 1246.00 CUM ONE CUM 5763.00

weigh batcher / mixer with 20mm size graded machine
crushed hard granite metal (coarse aggregate - as per
IS 383 - 1970 and IS 2386 Part 1 to Part 8) from
approved quarry including cost and conveyance of all
materials like cement, fine aggregate (sand) coarse
aggregate, water etc., to site, centering using steel
scaffolding pipes , jack props , wallers , foot
plates , brackets , steel centering plates etc.,
concrete manually, laying concrete, vibrating, curing
etc., and overheads & contractors profit complete but
finished item of work including bailing out of water
from 0 to 1m (APSS No. 402)
Column Pedestals 138.00 CUM ONE CUM 6967.00

grade corresponding to IS 456 with cement content
of 400 kgs per 1 cum of concrete using weigh
batcher / mixer with 20mm size graded machine
crushed hard granite metal (coarse aggregate - as per
IS 383 - 1970 and IS 2386 Part 1 to Part 8) from
approved quarry including cost and conveyance of all
materials like cement, fine aggregate (sand) coarse
aggregate, water etc., to site, centering using steel
scaffolding pipes , jack props , wallers , foot
concrete manually, laying concrete, vibrating, curing
etc., and overheads & contractors profit complete but
Plinth beams 523.00 CUM ONE CUM 7052.00

work (APSS No. 402)
a) Columns :
Fifth Floor :
un supported height up to 3.66 m 43.00 CUM ONE CUM 10741.00
b) Roof beams
Fifth Floor : 75.00 CUM ONE CUM 8775.00

Fifth Floor : 307.00 SQM ONE SQM 1046.00

First Floor : 137.00 SQM ONE SQM 1064.00
Second Floor : 137.00 SQM ONE SQM 1087.00

Third Floor : 137.00 SQM ONE SQM 1109.00
Fourth Floor : 80.00 SQM ONE SQM 1132.00
f) 150mm thick side walls

Fifth Floor for water tanks 208.00 SQM ONE SQM 2204.00
g) 230mm thick side walls

For retaining wall 659.00 SQM ONE SQM 2559.00

incidental and labour charges ,transporting concrete
using transit mixer, lifting concrete mechnically, laying
a) Columns :
i) un supported height up to 4.27 m :
First Floor : 539.00 CUM ONE CUM 11195.00
Second Floor : 454.00 CUM ONE CUM 11556.00
Third Floor : 454.00 CUM ONE CUM 11917.00
Fourth Floor : 274.00 CUM ONE CUM 12276.00
ii) un supported height up to 6.10 m :

iii) un supported height up to 7.32 m :

b) Roof beams :







e) Roof Slabs 175mm thick :



of all materials like cement, fine aggregate (sand)
casurina ballies, bamboos, wooden reapers, runners,
wood posts, wall plates etc., including all operational,
fabrication charges for finished item of work (APSS No.
402)
Lintels

of all materials like cement, fine aggregate (sand),
casurina ballies , bamboos , wooden reapers ,
runners , wood posts , wall plates etc., for 60cm wide
sun-shades 7.5cm thick at fixed end and 5cm thick
at free end with an average thickness of 6.25cm
concrete manually, laying concrete, curing, overheads
& contractors profit complete etc., but excluding cost
of steel and its fabrication charges for finished item of
work (APSS No. 402, 403 & 903)
First Floor : 434.00 RM ONE RM 472.00
Second Floor : 303.00 RM ONE RM 495.00
Third Floor : 306.00 RM ONE RM 512.00
Fourth Floor : 177.00 RM ONE RM 529.00

Fifth Floor : 15.00 RM ONE RM 545.00




using 20mm size graded machine crushed hard granite
metal (coarse aggregate - as per IS 383 - 1970 and IS
2386 Part 1 to Part 8) from approved quarry using

17 Supply and placing of Reinforced Cement Concrete
M 20 grade design mix with cement content of 350
Kgs per 1 cum of concrete using 12mm size graded
from approved quarry using batching and mixing
plant of 15 cum per hour capacity including cost and
conveyance of all materials like cement, sand, coarse
aggregate, water etc. to site, hire and labour charges
for centering and scaffolding including all operational,
incidental and labour charges, transporting concrete in
transit mixer, curing etc., and overheads & contractors
fabrication charges for sill slabs (APSS No. 402 &
403)

kgs per 1 cum of concrete using 12mm size graded
fabrication charges for platforms, lofts and shelves.
(APSS No. 402 & 403)




( APSS No.126)
First Floor : 855.40 MT ONE MT 63295.00
Second Floor : 290.20 MT ONE MT 64695.00
Third Floor : 276.80 MT ONE MT 66095.00
Fourth Floor : 153.60 MT ONE MT 67495.00
Fifth Floor : 64.90 MT ONE MT 68896.00

( APSS No.126)

(SS 901,903 & 904)

finished item of work for internal walls. (SS 901,903 &
904)


finished smooth with a floating coat of neat cement and
thread lining at regular intervals of 45cmx45cm
(APSS No. 901 & 903).
above Portico : 419.00 SQM ONE SQM 495.00


412-92.
412-92
Note: -
Nos.b,c,d and e .
approved agency.
1102.00 SQM ONE SQM 540.00

Charge with dubara sponge finishing,including cost
and conveyance of all materials to site, operationals

colour and finish in all shades and designs as
approved by Engineer-in-charge, set over base coat of
cement mortar (1:8), 12mm thick using screened sand
over CC bed already laid or RCC roof slab, including
neat cement slurry of honey like consistency spread @
3.3 Kgs per sqm & jointed neatly with white cement
paste to full depth mixed with pigment of matching
shade, including cost of all materials like cement,
screened sand , water and tiles etc., and overheads &
(APSS No.701 & 707)

conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to
15) of any colour and finish in all shades and designs
with borders and design as per the approved flooring
pattern as directed by the Engineer-In -Charge, laying
tiles using spacers of 2mm thick, set over a base coat
of CM (1:8) prop. 12mm thick using screened sand
over CC bed already laid or RCC roof slab , including
neat cement slurry of honey like consistancy spread
matching shade including cost and conveyance of all
materials like cement, sand, water, tiles, white cement
etc., to site (excluding cost of C.C. bed) including cost
of base coat and all labour charges for mixing of
cement mortar, laying tiles to required slope as
directed by the Engineer- in-charge etc.,and


Engineer-in-Charge of length not less than 2.43 mts
set over base coat of cement mortar (1:8) , 20mm thick
incidental labour & lift charges, half rounding the edge ,
platforms (S.S.701 & special)

half rounding the edge , polishing charges, cost of
base coat and overheads & contractors profit complete

33 Granolithic Concrete flooring 20 mm thick with 11.00 SQM ONE SQM 368.00
machine crushed metal and screened sand laid over
CC bed already laid or RCC roof slab, in alternate
panels of size not exceeding 1.50 m x 1.50 m, using
glass strips and finishing the top surface to required
smoothness and slopes and thread lining including
cost of all materials like cement, metal sand and water

mortar (1:6), 12 mm thick using screened sand over
CC bed alredy laid or RCC roof slab including neat
kgs per sqm and jointed with neat white cement to full
depth mixed with pigment of matching shade including
cost and conveyance of all materials like cement, sand,
water and tiles etc.,and overheads & contractors profit

pattern approved by the Engineer-in-Charge of length
not less than 2.43 mts set over base coat of cement
full rounding the edges of treads , providing 3 grooves
a Treads
b Risers

Size 600 x 600 mm and thickness between 8-10 mm
of any colour and finish in all shades and designs,
length equal to flooring tiles, flushed to wall surface
to set over base coat of CM(1:5) 12 mm thick using
materials like tiles, cement, sand and water etc.,and

rate of 3.30 kgs per sqm and jointing with white cement
depth, including cost of all materials like tiles, cement,

other than black and regular colours, length equal to
flooring slabs set over base coat of CM(1:3) 12 mm

with borders as approved by Engineer-in-Charge
flushed to wall surface set over base coat of CM(1:5)
12 mm thick using screened sand with cement slurry of
honey like consistency spread at the rate of 3.30 kgs
per sqm and jointing with white cement paste mixed
with pigment of matching shade to full depth, including
cost of all materials like tiles, cement, sand and water

39 Providing dadooing with glazed full body porcelain
wall tiles of size 300mm x 600 mm with any type of
design texture such as marble finish, wooden, bamboo,
stone finishes etc., scratch less, stain free and
colour and finish in all shades and designs with
borders and design as per the approved pattern as
approved by Engineer-in-Charge flushed to wall
surface set over base coat of CM(1:5) 12 mm thick
using screened sand with cement slurry of honey like
materials like tiles, cement, sand and water etc., and
item of work.

width of 1200mm set over base coat of cement mortar
(1:6), 12 mm thick using screened sand over
PCC(1:5:10) bed 100mm thick along with drain
constructed with 225 mm thick walls using fly ash
cement / lime solid blocks of size 290mm x 225mm x
crushing strength of 50 Kg/Sqcm. and plastering 2mm
thick two coats with base coat of 8mm thick in CM (1:6)
and top coat of 4mm thick in CM (1:4) for brick
masonry drain, laying of tiles in between basement of
the building and brick wall and as directed by the
Engineer - in - charge including cost and conveyance
of all materials to site, all labour charges like mixing of
work.



class 1 No for each step fixed with base plate of
25mm dia using bonding agent and anchor fastner and
295.00 SQM ONE SQM 3040.00

421.00 RM ONE RM 1428.00

grip bars 200mm length bars in toilets as per
approved drawing with 25mm dia pipe with base plates
2 Nos., buffing, polishing thouroughly , lacquer
finishing to present seamless finish including cost and
First Floor : 107.00 Nos
Second Floor : 121.00 Nos
Third Floor : 121.00 Nos
Fourth Floor : 72.00 Nos
421.00 Nos ONE Nos 295.00
45 Providing 110 mm Dia ISI marked PVC down water 2520.00 RM ONE RM 275.00
(APSS No. 1328)

treatment to the expansion joints on terrace (Size :
25mm x 12mm): Application of one coat of-High
performance specially designed SBR latex polymer
based bonding agent– ROOFBOND SBR (Armstrong) /
POWER n BOND SBR (EBT) / NITOBOND SBR
(Fosroc) ZORIBOND SBR (PMCC)/ SIKA LATEX
(Sika) WATERSHIELD BOND SBRASTM - C 920
-95 /DIN 18549 TT -S-00227E or equivalent mixing
with cement as per manufacturers c] Providing and
application of Acrylic Polymer modified reinstatement
concrete/mortar admixture with - OOFCRETE AR
(Armstrong ) / ZORIGROUT CMG (PMCC) / POWER n
GUARD ARM (EBT) / WATERSHIELD AR / Fosroc to
finish the damaged edges of joint and making the
groove. d]. Providing and fixing of masking tape on top
of the joint both sides. e]. Providing and fixing of Back
up support material of Polyethelene foam to leave the
depth of 12mm on the joint. f]. Providing and
application of one coat of polysulphide primer with –
Polysulphide primer on inner edge on joints. g].
Providing and application of Two part Polysulphide
sealant to a width of 25mm and 12mm depth with -
ROOFSEAL PS (Armstrong ) / POWER n SEAL PS
(EBT) /NITOSEAL PS 200 (Fosroc)/ ZORISEAL PS
WATERSHIELD PSComplies with BS 4254 - 83 or
equavalent with putty knife and neat finish.
(Armstrong ) / POWER n SEAL PS (EBT) /NITOSEAL
PS 200 (Fosroc)/ ZORISEAL PS (PMCC) / SIKA
POLYSULPHIDE (Sika) / WATERSHIELD PS including
cost and conveyance of all materials, labour charges,
497.00 RM ONE RM 738.00
47 Providing and fixing of Expansion joint filler board

for buildings, columns, beams and slabs 25 mm
thick including cost and conveyance of all materials to
site, all incidental, operational, labour charges
etc.overheads & contractors profit complete for finished
item of work as per approved drawing for all floors
255.00 SQM ONE SQM 374.00
48 Providing and fixing of 24 gauge alluminium sheet

over expansion joint groove of width 15cm fixed to
walls / columns at one edge and resting over the other
block walls/columns concealing expansion joint with
slotted holes for free edge of aluminium sheet to
facilitate free movement of aluminium sheet over the
finished surface of expansion joint and wall face using
all incidental, operational, labour charges , overheads
& contractors profit etc., complete for finished item of
work as per approved drawing (for all floors for vertical
joints and bottom of slab)

497.00 RM ONE RM 73.00

direction of Engineer-In-Charge. The joints system
will be of extruded aluminum base members, self
aligning / self centering arrangement and support
plates etc. as per ASTM B221-02. The system shall be
such that it provides floor to floor /floor to wall
expansion control system for various vertical localtion
in load application areas that accommodates multi
components. System shall consist of metal profiles with
a universal aluminum base member designed to
accommodate various project conditions and finish
floor treatments. The cover plate shall be designed of
width and thickness required to satisfy projects
movement and loading requirements and secured to
base members by utilizing manufacturer’s pre-
engineered self-centering arrangement that freely
rotates / moves in all directions. The Self – centering
arrangement shall exhibit circular sphere ends that lock
and slide inside the corresponding aluminum extrusion
cavity to allow freedom of movement and flexure in all
directions including vertical displacement. Provision of
Moisture Barrier Membrane in the Joint System to have
watertight joint is mandatory requirement all as per the
manufactures design and as approved by Engineer -in-
Charge . (Material shall confirm to ASTM 6063.) 150.00 RM ONE RM 7473.00

related with wall joint (internal/ external) location
as per drawings and direction of Engineer-In-
Charge. The joints shall be of extruded aluminum base
members, self aligning / centering arrangement and
support plates as per ASTM B221- 02. The material
shall be such that it provides an Expansion Joints
System suitable for vertical wall to wall/ wall to corner
application, both new and existing construction in office
Buildings & complexes with no slipping down tendency
amongst the components of the Joint System. The
Joint System shall utilize light weight aluminum profiles
exhibiting minimal exposed aluminum surfaces
mechanically snap locking the multicellular to facilitate
movement. (Material shall confirm to ASTM 6063.)
600.00 RM ONE RM 5006.00

51 Providing and fixing of expansion joint system of
approved make and manufactures for various roof
locations as per approved drawings and direction
of Engineer-In-Charge. The joints shall be of
extruded aluminum base members with, self
aligning and self centering arragement support
plates asper ASTM B221-02. The system shall be such
that it provides watertight roof to roof/roof to corner
joint cover expansion control system that is capable of
accommodating multidirectional seismic movement
without stress to its components. System shall consist
of metal profile that incorporates a universal aluminum
base member designed to accommodate various
project conditions and roof treatments. The cover plate
shall be designed of width and thickness required to
satisfy movement and loading requirements and
secured to base members by utilizing manufacturer’s
pre-engineered self-centering arrangement that freely
rotates / moves in all directions. The Self centering
arrangement shall exhibit circular sphere ends that lock
and slide inside the corresponding aluminum extrusion
cavity to allow freedom of movement and flexure in all
directions including vertical displacement. The Joint
System shall resists damage or deterioration from the
impact of falling ice, exposure to UV, airborne
contaminants and occasional foot traffic from
maintenance personnel. Provision of Moisture Barrier
Roof Joint of 200 mm gap 150.00 RM ONE RM 5541.00
Roof Joint of 250 mm gap 150.00 RM ONE RM 6976.00
49 Providing and fixing in true horizontal level 15 mm

- Mineral Fiber Ceiling tile of 595 x 595 (Square
edge Fissura fine model) using hot dipped
Galvanized Steel section exposed surface with pre-
coated capping, main Tee of size 24 x 32 mm at every
1200 mm c/c maximum and rotary stitched cross tee of
size 24 x 27 mm at every 600 mm c/c and sub-cross
tee of size 24 mm x 25 mm at 1200 mm c/c and wall
angle of size 19 x 19 mm fixed to periphery of the wall
and the above grid is suspended at every 1200 mm c/c
in both directions using 2.0 mm thick pre-straightened
GI Wire including cost and conveyance of all materials
and labour charges such as cutting , fixing of standing
floors.
17478.00 SQM ONE SQM 975.00

position tabular trusses of approved design with M.S
tube conforming to I.S specifications including roof
frame work consisting of rafters, ties struts and purlins
including cost of foundations bolts, cleats, bearings
plates, etc., complete as per the approved drawing
charges for fabrication and fixing, hire charges of all
tools and plants, all incidental charges, overheads and
in all floors as directed by the Engineer-in-Charge
Fifth Floor : 1890.00 Kgs ONE Kgs 108.00
51 Roofing with UV resistant multi-wall polycarbonate

sheets of any colour 10mm thick fixed with
Aluminium Universal glazing set 40mm wide and as
per drawing etc., complete including cost and
conveyance of all materials, labour charges, overheads
and contractors profit etc., but excluding the cost of
purlins, rafters, trusses, aluminium universal glazing
set complete for finished item of work
52 Supplying and fixing Aluminium Universal glazing

set 40mm wide for jointing and fixing
conveyance of all materials, labour charges, overheads
and contractors profit etc., complete for finished item of
work

loose powdered materials including cost of all materials
, labour charges and incidental such as scaffolding , lift
19660.00 SQM ONE SQM 42.00

thickness over plastered surface to prepare the surface
even and smooth after thoroughly brushing the surface
to remove all dirt and remains of loose powdered
materials, applying emery paper, Sand the surface,
clean & wipe off loose dust, applying knifing paste filler
by putty knife / muslin pad, air dry for 2 - 3 hrs, sand
internal walls.
28928.00 SQM ONE SQM 197.00

29660.00 SQM ONE SQM 193.00


0.00 SQM ONE SQM 256.00

(APSS No.1200, 1207 & 1211).
Fifth Floor : 15.00

666.00 SQM ONE SQM 199.00

1201, 1212 & 1207).
1532.00 SQM ONE SQM 174.00

No., emery paper and then with 320 No., emery paper,
clean & wipe off loose dust, applying suitable knifing
paste filler / wood filler by putty knife / muslin pad, air
dry for 2 - 3 hrs, sand with 180 and 320 No., emery
paper, apply two component wood sealer, air dry for 24
hrs, sand with 320 No emery paper, applying one coat
of approved spraying thinner (for spraying)/ applying
one coat of approved brushing thinner or general
purpose thinner (for brushing) and apply (either with
spray or brush) two coats of approved brand melamine
including cost & labour charges, emery papers, cost of
thinner & melamine polish, over heads and contractors
60 Supply and fixing of two shutter main door cum fixed

window as per approved drawing with best teak wood
frame of section 150mm x 100 mm with fixed fan light
of 500mm at top and fixed panels of 600mm width at
sides fixed with 12mm thick Tinted - Bronze/Green
glass using 12mm x 12mm teak wood beading and
fixing ornamental grill made of 25mm x 5mm MS flats
as per the approved drawing in fan light portion and
fixed panels and 1st class teak wood top and middle
rails & styles of section 120mm x 35mm, bottom rail of
size 150mm x 35mm and 12mm thick plain float glass
for shutter with ornamental etching including cost and

frame, fixing glass in fan light portion etc., including
x 2600mm)

100mm x 65 mm with fixed / split type fan light of
glass using 12mm x 12mm Teak Wood beading and 2
Nos. of 10mm MS Square bars and ISI marked flush
door shutter of 30mm thick double shutters with bond
wood solid block board type core having cross bands
and face veneers, hot pressed bonded with water proof
commercial ply with internal lipping on all sides, fixing
1mm thick mat finish laminated sheet to full width

No. aldrop (IS:2681) 300mm long, 2 Nos. tower bolts -
10mm (IS:204) of 200 mm long at top, 2 Nos. 150mm
per APSS 1001 & 1002 The vertical frame of door shall
be embedded in flooring for a depth of not less than 10
mm) (1800mm x 2600mm)
154.44 SQM ONE SQM 4051.00

30mm thick double shutters with bond wood solid block
board type core having cross bands and face veneers,

than 10 mm) (1500mm x 2600mm)
245.70 SQM ONE SQM 4335.00

mm with split type fan light of 500mm at the top
30mm thick double shutters with bond wood solid block
board type core having cross bands and face veneers,

glass in fan light portion etc, including overheads &
than 10 mm) (1200mm x 2600mm)
24.96 SQM ONE SQM 4694.00

colour sliding glazed door comprising of uPVC multi-
chambered frame with in-built roller track and sash
extruded profiles duly reinforced with 1.60 ± 0.2 mm
thick galvanized mild steel section made from roll
according to uPVC profile), appropriate dimension
uPVC extruded glazing beads, uPVC extruded
interlock and uPVC extruded Inline sash adaptor (if
required), EPDM gasket, wool pile, zinc alloy(white
powder coated) handle with key on one side of
extreme panels along with zinc plated mild steel multi
point locking having transmission gear with keeps, zinc
alloy (white powder coated) cresent lock (if required),
stainless steel (SS 304 grade) body with adjustable
double nylon rollers (weight bearing capacity to be 120
kg), G.I fasteners 100 x 8 mm size for fixing frame to
fixing hardware and drainageof water etc. After fixing
quality, all complete as per
mesh and silicon sealent, all materials, labour charges
for fixing, overheads and contractor profit etc.,
complete for finished item of work. Note: For uPVC
frame and sash extruded profiles minus 5% tolerancein
acceptable. Variationin profile dimension in higher side
shall be accepted but no extra payment on this
account shall be made.
Two track two panels sliding door made of (big

sqm)
8.40 SQM ONE SQM 6140.00

including

shutter to the frame etc, including overheads &
than 10 mm) (2000mm x 2100mm)

including supply and
including labour charges for fixing the frame in position,
fixing the shutter to the frame etc., including overheads
& contractors profit complete for finished item of work
as per APSS 1001 & 1002 (The vertical frame of door
than 10 mm) (900mm x 2100mm)
447.93 SQM ONE SQM 5077.00

member etc. complete as per manufacture
specification and direction of Engineer-incharge
including conveyance of all materials, labour charges
for fixing, overheads & contractors profit complete for
finished item of work in all floors for door of size
800mm x 2100mm.
960.00 RM ONE RM 375.00

5mm thick Pac sheet of size 150mmX100mm fixed
with upper and lower face of inner side of EPS panel
including ISI marked Aluminium fixtures 3 Nos. butt
hinges (IS:205) of 150mm long, 1 No. aldrop (IS:2681)
250 mm long, 1 No. tower bolt (IS:204) of 150 mm x
10mm dia, 2 Nos. 125mm long handles (IS:208),1 No.
Rubber / Nylon door stop bushes including labour
charges for fixing the shutter to frame etc., including
2100mm
322.56 SQM ONE SQM 3753.00

68 Supply and fixing powder coated aluminium fully
glazed swing door as per the approved drawing with
fixed fan light of 500mm height at top door using
aluminium sections of 101.60 mmm x 44.45mm , 3.18
mm thick for frame and door shutter made of styles ,
top and middle rail of 47.62mm x 44.45mm , 3.18 mm
thick and bottom rail of 114.30mm x 44.45 mm ,
3.18mm thick,powder coating of alluminium sections
25mm microns thick, 5 mm thick plain float glass fitted
with suitable aluminium glazing clips and rubber
beading in fan light portion, double shutters fitted
with 5mm thick frosted / ground glass in the top
half and MDF Board: interior-Both Side Laminated
-12 mm thick in the bottom half fitted with suitable
aluminium glazing clips and rubber beading,shutters
mounted on double action hydraulic floor spring of
approved brand manufacture IS : 6315 marked ,
Hardwyn make M-3000 for doors including cost of
cutting floors as required , embedding in floors
and SS cover plates with brass pivot and sigle piece

MS Sheet outer box with slide plate
etc.complete( Weight Capacity up to 130 Kgs ) as
approved by Engineer-in-Charge including supply and
fixing ISI marked powder coated aluminium fixtures
of 3 Nos. of butt hinges (IS:205) of 150mm long(for
each shutter), 4 Nos.tower bolts 10mm bolt (IS:204)
300mm long , 4 Nos.alluminium handles (IS:208)
150mm dia and 2 Nos. aldrops (IS:2681) 300mm long
including labour charges for manufacturing door , fixing
the door with required No. of screws etc., including
item of work. (The Aluminium section used shall be
standard make confirming to IS 1948 – 1961) and as
approved by the Engineer) (1800mm x 2600mm)
0.00 SQM ONE SQM

40 kg), G.I fasteners 100 x 8 mm size for fixing frame
to finished wall and necessary stainless steel screws
fusion

acceptable.Variation in profile dimension in higher side
shall be accepted. But no extra payment on this
Two track two panels sliding window made of frame

1414.80 SQM ONE SQM 6640.00


drawing & direction of Engineer-in-Charge inclusive of
cost of Single / double glass panes and silicon sealant.
Note: For uPVC frame, sash and mullion extruded
profiles minus 5%tolerance in dimension i.e. in depth &
width of profile shall be acceptable.Variation in profile

56.10 SQM ONE SQM 6624.00


22980.00 Kgs ONE Kgs 89.00

738.00 SQM ONE SQM 2817.00

10mm cement bonded pre-laminated particle boards
and 5.00 mm thick plain glass to full height. Using with
LAM to a height of 0.91 meter at bottom panel and
remaining height with glass and aluminum sections
anodized to 12 to 15 microns and of sections of size
37mm x 62mm and 1.5mm thickness with one meter
centre to centre duly fixed with clip beading on both
sides including fixing the frame to pillars by M.S. flats,
bolts and nuts including cost and conveyance of all
materials etc., complete as directed during execution
and overheads & contractors profit etc., complete for
0.00 SQM ONE SQM 3304.00

natural stone, cement, sand and water, scaffolding

cement paste mixed with pigment of matching shade to
full depth, including cost of all materials like tiles,
item of work.


anagaram District
Amount
(Rs.)
795331
1122384
122661
1692734
3389400
12890130
7180698
961446
3688196
461863
658125
321122
145768
148919
151933
90560
188265
458432
1686381
6034105
5246424
5410318
3363624
524862
544986
818206
6772554
4230688
4353100
1816792
2184861
2257339
271795
430316
442846
455018
300380
9429344
6427884
6585360
4518095
1843966
2039830
576396
484176
606636
621021
377712
638928
1776474
155064
271238
264768
193305
26332
204848
149985
156672
93633
8175
6186180
8533728
8108230
7221780
1482170
1640412
2762544
3146676
1447225
45552
69174
101114
47232
7964
25590
34488
34864
35232
50215
36888
55896
18816
46575
53793
50813
70240
12928
25584
14124
56760
54142543
18774489
18295096
10367232
4471350
272305
423534
452616
195586
1481040
2189993
2543202
1354353
170661
2346894
5007980
3034494
4231110
449448
1313960
207405
2289417
119167
595080
43983
35300
38000
4072
183478
275990
277200
211251
2247258
4975749
5616672
2756070
6723180
5722860
5777349
2797448
340474
335237
370620
188910
537632
298816
319091
180574
4048
3358615
360030
625342
634269
290343
144720
259560
265797
120904
136152
199206
169907
184680
44220
91052
93262
38880
89447
79780
81760
62805
419244
598015
622710
513760
2221017
1984680
2704650
1050516
1933544
79164
71392
54760
896800
601188
124195
693000
366786
95370
36281
1120950
3003600
831150
1046400
17041050
204120
313104
2210
825720
5698816
5724380
0
132534
266568
20232
0
625636
1065110
117162
51576
92043
2274141
360000
1210568
0
9394272
371606
2045220
2078946
0
1877361
2568125
2436600
1408215
74925
773766
422929317
ABSTRACT ESTIMATE FOR WATER SUPPLY & SANITARY ARRANGMENTS
S.No Description of Work (Rs.)
joints in CM (1.5:1) prop. including excavation of trenches
and socket pits in any soil (except rock requiring blasting)
and refilling with watering and tamping to the required slope
a 152.40mm dia upto 1524.0mm (5') depth 280.00 Rmt 635.00 177800
2 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 35.00 NO 3679.00 128765

1:6 prop. Masonry. Inspection chamber upto 914.4 mm (3'0")
and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6")
C.I frame and cover of 20 Kg including cost and conveyance
of all materials like cement, sand, bricks, water etc., to site,
cost of seigniorage charges on all materials and all incidental
and operational, labour charges like mixing cement mortar,
contractors profit etc., complete for finished item of work as
3 Supplying and fixing of SWG Gully traps 150mm x 35.00 NO 551.00 19285
100mm of ISI make confirming to IS 651 & 4127 with C.I
grating & constructing cement brick masonry in CM (1:6)
prop., intermediate chamber and fitted with 304.8 mm X
288.6 mm (12"x9") C.I Frame with hinged cover of standard
make as approved including cost and conveyance of all
materials to site, labour charges, overheads & contractors
4 Constructing 904.0 mm (3’0”) dia brick masonry 25.00 NO 6269.0 156725

strength of 5 N/sq.mm including plastering with cement
mortar 1:3 prop; ½” thick both inside and outside fitted with
20” dia RCC manhole covers and frames including excavating
pits up to a depth of 904 mm (3'-0") in all sorts of soils
(exculding rock) and laying cement conrete (1:4:8) 150 mm
thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and
channel 100 mm thick as per Standard specification and
including cost and conveyance of all materials like cement,
sand, bricks, water etc., to site, cost of seigniorage charges
on all materials and all incidental and operational, labour
charges like mixing cement mortar, constructing masonry, lift
charges, curing , overheads & contractors profit etc.,
complete for finished item of work as per Standard
specification.
5 Supplying and fixing of 4" (101.6mm) multi floor trap with 327 NO 139.00 45453
6 Supply, Installation and commissioning approved make 110 NO 9445.00 1038950

floor mounted close coupled EWC suit CASCADE model
'P' or 'S' trap with dual flush porcelain cistern fixed on EWC
with allinternal parts of dual flush cistern, ultra solid seat
cover of approvedmake with rubber buffer and cap 15 mm
angle stop cock 450 mm long PVC inter connection pipe wall
flanges all of approved make etc. complete for finished item
of work in all respects: Special Colour - Grade - III
7 Supplying and fixing 580mm x 440mm long Orissa pan 81.00 NO 4276.00 346356
white glazed Water Closet 1st quality ISI marked confirming
to IS:2556-Part-3-1981 with "P" or "S" trap Hindware /
size 76.20mm x 101.60mm using required size of nails,
screws as approved by Engineer-in-charge, angle stop cock
12.70mm dia. first quality Indian make heavy duty
Seiko/Senior/Nice or equivalent, 12.70mm PVC connection
with brass union nuts CP coated , 31.75mm brass plumber
union, P trap or S trap of Indian W.C. shall be encased on CC
(1:2:4) 150mm alround well above the joint to stop leakage at
the joint etc., complete including cost and conveyance of all
materials to site, cost of CC bed, labour charges and
seigniorage charges, overheads & contractors profit etc.,
8 Supplying and fixing Indian make Flat Back Wash Hand 158 NO 2410.00 380780
550mm x 400mm with waste fittings like rubber plug, chain,
32 mm nominal size C.P. Fitting with parallel pipe thread
nuts CP coated , 15 mm brass angle stop valve of quarter
turn spindle type of not less than 400 grams weight with
internal threaded conforming to IS 8931, 30 mm nominal size
charges , overheads & contractors profit for finished item of
work
9 Supplying and fixing CP finish brass soap dish of 72.00 NO 239.00 17208
charges for fixing , overheads & contractors profit for finished
item of work in all floors
10 Supplying and fixing TV shape mirror with plastic frame 34.00 NO 540.00 18360
of size 609.6mm x 457.2mm, plywood back with NP screws
1st quality including cost and conveyance of all materials,
labour charges, overheads & contractors profit for finished
11 Supplying and fixing of 25 mm nominal size dia and 34.00 NO 176.00 5984
12 Supplying and fixing 15 mm brass body CP finish bib tap 72.00 NO 403.00 29016
floors.
13 Supplying and fixing NP bib taps of size 12.70mm dia of 66.00 NO 260.00 17160
14 Supplying and fixing Chromium plated finish brass body 110.00 NO 4270.00 469700
15 Supplying and fixing white glazed flat back half stall 130.00 NO 3429.00 445770
(HSW/Parry/Neycer) conforming to IS:2556-1995 as
approved by Engineer-in-charge, including supply and fixing
12.7mm PVC connection with brass plumber union nuts CP
coated, 12.70mm push cock 1st quality of approved make ,
31.75 mm dia PVC flexible waste pipe of 914.4 mm length of
Ist quality including cost and conveyance of all materials to
site, labour charges etc., overheads & contractors profit
16 Supplying and fixing of 16mm to 20 mm thick polished 130.00 NO 1977.00 257010
17 Supplying and fixing of 101.60mm x 609.60mm white 78.00 RM 876.00 68328


a) 15.90mm OD pipe 1086.00 Rmt 69.00 74934
b) 22.20mm OD pipe 1080.00 Rmt 106.00 114480
c) 28.60mm OD pipe 343.00 Rmt 164.00 56252
d) 34.90mm OD pipe 859.00 Rmt 260.00 223340
e) 41.30mm OD pipe 152.00 Rmt 357.00 54264
19 Supplying and fixing 65 mm Nominal Bore GI pipe 125.00 Rmt 858.00 107250
Medium Grade properties & weight as per IS 1239 in
ground or on wall with GI fittings such as elbows tees
couplings, nipples, plugs including excavation for trenches
and refilling the trenches ,chiselling masonry walls and
making good the walls & floors to the original surface and
contractors profit complete for finished item of work except for
GI bends union and GI connectors with checkout and socket
Tata or Zenith make or equivalent

equivalent UPVC Pipes and Fittings SCH-40 Grade to meet
the requirement of ASTM-D 2846 for hot and cold water (IS
20 80 mm Dia 1160.00 Rmt 966.00 1120560
21 100mm Dia 65.00 Rmt 1051.00 68315

item of work.
a) 20mm Nominal bore 60.00 NO 843.00 50580
b) 25mm Nominal bore 8.00 NO 1204.00 9632
c) 32mm Nominal bore 12.00 NO 1820.00 21840
e) 50mm Nominal bore 6.00 NO 3605.00 21630

and fixing all special such as plain bends, off sets, door
bends, single junctions, double junctions as per site
requirement, fixing with PVC clamps if necessary with
required number of Bombay nails including cost and
work at all floor levels. (APSS No. 1302 1319 & 1326)
a) 75mm dia 672.00 Rmt 169.00 113568
b) 110mm dia 630.00 Rmt 243.00 153090
24 Providing and Placing on Terrace (at all floor levels) 10000 Lit 5.91 59100
locking arrangement and making necessary holes for inlet
and outlets and over flow pipes but without fittings and base
25 Construction of Brick masonry support for GI pipe of size 100 NO 82.00 8200
26 a) Supplying & fixing of Vent Cowl upvc / swr Pipe Fittings it 28.00 EACH 14.00 392
charges for fixing, overheads & contractors profit complete for
finished item of work at all floor levels. For 75 mm Dia
27 a) Supplying & fixing of Vent Cowl upvc / swr Pipe Fittings it 30.00 EACH 19.00 570
28 Supplying and fixing of stainless steel sink of size 508.00mm 16.00 NOS 7520.00 120320
x 457.2mm x 203.20mm, 1mm thick of Indian make fixed on
cantilever brackets including supply and fixing 31.75mm C.P.
waste coupling, 31.75 mm dia PVC flexible waste pipe of
914.4 mm length of Ist quality ncluding chiselling brick
masonry wall and making good & restoring to original
surfaces , overheads & contractors profit complete for
29 Supplying & Fixing Indian make white glazed vitreous china 525.00 NOS 5630.00 2955750
porcelain sink conforming to IS:2556-Part-5-1994 on
cantilever brackets with waste fittings like rubber plug,
chain,32 mm nominal size C.P. Fitting with parallel pipe
thread conforming to IS:2963-1979 : 750 x 450 x 250
Detailed Estimate for MEDICAL COLLEGE - Ground Floor

F2 1 1.700 1.700 1.800 5.20
F3 5 1.900 1.900 1.800 32.49
F4 5 2.150 2.150 1.800 41.60
F7 4 2.750 2.750 1.800 54.45
F8 4 3.000 3.000 1.800 64.80
F9 11 3.250 3.250 1.800 209.14
F10 12 3.450 3.450 1.800 257.09
F11 21 3.650 3.650 1.800 503.59
F12 23 3.850 3.850 1.800 613.65
F13 31 4.100 4.100 1.800 938.00
F14 24 4.300 4.300 1.800 798.77
F15 12 4.500 4.500 1.800 437.40
F16 5 4.750 4.750 1.800 203.06
F18 7 5.150 5.150 1.800 334.18
F19 2 5.400 5.400 1.800 104.98
F20 2 5.700 5.700 1.800 116.96
F21 2 5.950 5.950 1.800 127.45
STRIP-1 2 3.850 14.550 1.800 201.66
STRIP-2 2 4.000 9.275 1.800 133.56
STRIP-3 2 3.150 15.450 1.800 175.20
Raft-1 1 6.950 9.625 1.800 120.41
Raft-2 1 5.750 7.450 1.800 77.11
Raft-3 2 10.625 13.865 1.800 530.34
CF-1 6 4.250 7.790 1.800 357.56
CF-2 4 5.150 7.805 1.800 289.41
CF-3 2 3.650 7.005 1.800 92.05
CF-4 6 4.750 8.430 1.800 432.46
CF-5 6 3.650 6.465 1.800 254.85
CF-6 2 3.050 7.000 1.800 76.86
CF-7 4 4.565 4.715 1.800 154.97
CF-8 1 5.245 5.320 1.800 50.23
CF-9 2 5.277 8.106 1.800 153.99
Under RCC wall Alround external -1 269.72 1.350 0.750 -273.09
F3 -2 1.750 1.050 0.750 -2.76
F4 -2 2.000 1.050 0.750 -3.15
F7 -2 2.600 1.050 0.750 -4.10
F9 -9 3.100 1.050 0.750 -21.97
F10 -7 3.300 1.050 0.750 -18.19
F11 -11 3.500 1.050 0.750 -30.32
F12 -16 3.700 1.050 0.750 -46.62
F13 -11 3.950 1.050 0.750 -34.22
F14 -5 4.150 1.050 0.750 -16.34
F15 -4 4.350 1.050 0.750 -13.70
F16 -2 4.600 1.050 0.750 -7.25
F18 -2 5.000 1.050 0.750 -7.88
STRIP-1 -1 3.700 1.050 0.750 -2.91
Raft-2 -1 5.600 1.050 0.750 -4.41
CF-1 -2 4.100 1.050 0.750 -6.46
CF-4 -2 4.600 1.050 0.750 -7.25
CF-7 -3 4.415 1.050 0.750 -10.43
7432.44
Say 7433.00 Cum
APMSIDC-MTM MC-DET-FF 1133 OF 3032


2 Earth filling with available earth
Deductions
Qty as per PCC (1:4:8) -662.00
Qty as per PCC (1:5:10) -1400.00
Qty as per footing -3255.06
Qty as per pedestals -137.05
Qty as per RCC Wall upto plinth level -2.07
Qty as per columns upto plinth level -42.00 -5498.18

1934.82
Say 1935.00 Cum
Basement Filling
Qty Same as Cheqquard Tiles 1 381.000 0.750 285.75
Qty Same as VDF Flooring 1 3740.000 0.750 2805.00
5969.25
Say 5970.00 Cum
3 Filling with available earth 7905.00 cum
Filling with available earth

Qty same as of eccavation 50% 7433.00 3716.50 Cum
Say 3717.00 Cum
4 Filling with carted Gravel 4188.00 cum

F2 1 1.700 1.700 0.150 0.43
F3 5 1.900 1.900 0.150 2.71
F4 5 2.150 2.150 0.150 3.47
F7 4 2.750 2.750 0.150 4.54
F8 4 3.000 3.000 0.150 5.40
F9 11 3.250 3.250 0.150 17.43
F10 12 3.450 3.450 0.150 21.42
F11 21 3.650 3.650 0.150 41.97
F12 23 3.850 3.850 0.150 51.14
F13 31 4.100 4.100 0.150 78.17
F14 24 4.300 4.300 0.150 66.56
F15 12 4.500 4.500 0.150 36.45
F16 5 4.750 4.750 0.150 16.92
F18 7 5.150 5.150 0.150 27.85
F19 2 5.400 5.400 0.150 8.75
F20 2 5.700 5.700 0.150 9.75
F21 2 5.950 5.950 0.150 10.62
STRIP-1 2 3.850 14.550 0.150 16.81
STRIP-2 2 4.000 9.275 0.150 11.13
STRIP-3 2 3.150 15.450 0.150 14.60
Raft-1 1 6.950 9.625 0.150 10.03
Raft-2 1 5.750 7.450 0.150 6.43
Raft-3 2 10.625 13.865 0.150 44.19
CF-1 6 4.250 7.790 0.150 29.80
CF-2 4 5.150 7.805 0.150 24.12

CF-3 2 3.650 7.005 0.150 7.67
CF-4 6 4.750 8.430 0.150 36.04
CF-5 6 3.650 6.465 0.150 21.24
CF-6 2 3.050 7.000 0.150 6.41
CF-7 4 4.565 4.715 0.150 12.91
CF-8 1 5.245 5.320 0.150 4.19
CF-9 2 5.277 8.106 0.150 12.83
661.96
Say 662.00 Cum
6 PCC (1:5:10)
Central Top Block
Horizontal
A024 TO A043 1 5 53.300 0.450 0.150 17.99
A024 TO A043 1 1 53.300 0.450 0.150 3.60
Deduct columns C2 1 -40 0.750 0.450 0.150 -2.03
Verticals
A024 TO AL24 1 10 10.740 0.450 0.150 7.25
Deduct columns C2 1 -20 0.750 0.450 0.150 -1.01
AL24 TO AH24 1 10 12.861 0.450 0.150 8.68
Deduct columns C2 1 -10 0.750 0.450 0.150 -0.51
Central Bottom Block
Horizontal
G22 TO G31 2 3 21.178 0.450 0.150 8.58
Deduct columns 2 -9 0.750 0.450 0.150 -0.91
G31 TO G33 2 3 4.035 0.450 0.150 1.63
Deduct columns 2 -6 0.750 0.450 0.150 -0.61
T24 TO T33 2 2 23.170 0.450 0.150 6.26
Deduct columns 2 -2 0.750 0.450 0.150 -0.20
X29 TO X31 2 1 6.397 0.450 0.150 0.86
Deduct columns 2 -1 0.750 0.450 0.150 -0.10
AD-20 TO AD-47 1 1 61.495 0.450 0.150 4.15
Deduct columns 1 -2 0.380 0.450 0.150 -0.05
Deduct columns 1 -2 0.750 0.450 0.150 -0.10
Deduct columns 1 -18 0.750 0.450 0.150 -0.91
AC-24 TO AC-47 1 1 57.023 0.450 0.150 3.85
Deduct columns 1 -4 0.380 0.450 0.150 -0.10
AC-24 TO AC-47 1 2 5.310 0.450 0.150 0.72
C16 TO C22 2 1 7.090 0.450 0.150 0.96
Deduct columns 2 -3 0.380 0.450 0.150 -0.15
D18 TO D17 2 1 3.595 0.450 0.150 0.49
Deduct columns 2 -1 0.750 0.450 0.150 -0.10
K17 TO K21 2 4 3.540 0.450 0.150 1.91
K17 TO K21 2 2 9.201 0.450 0.150 2.48
Deduct columns 2 -2 0.380 0.450 0.150 -0.10
Deduct columns 2 -2 0.750 0.450 0.150 -0.20
Verticals
G24 TO Z24 2 2 26.941 0.450 0.150 7.27
Deduct columns 2 -8 0.750 0.450 0.150 -0.81
G31 TO Z24 2 2 25.480 0.450 0.150 6.88
Deduct columns 2 -8 0.750 0.450 0.150 -0.81
G25 TO T25 2 1 21.836 0.450 0.150 2.95
Deduct columns 2 -3 0.750 0.450 0.150 -0.30
T27 TO Z27 2 2 4.960 0.450 0.150 1.34
Deduct columns 2 -2 0.750 0.450 0.150 -0.20

Deduct columns 2 -3 0.380 0.450 0.150 -0.15
V20-AD20 2 1 9.900 0.450 0.150 1.34
Deduct columns 2 -2 0.380 0.450 0.150 -0.10
Z24-AD24 2 3 6.225 0.450 0.150 2.52
Deduct columns 2 -3 6.225 0.450 0.150 -2.52
Z26-AD26 2 2 6.225 0.450 0.150 1.68
Deduct columns 2 -2 5.993 0.450 0.150 -1.62
Near Sunken 2 2 12.950 0.450 0.150 3.50
Deduct columns 2 -3 5.993 0.450 0.150 -2.43
Horizontal
Left & Right Side Block
A0-1 TO A0-14 2 10 25.340 0.450 0.150 34.21
Deduct columns 2 -35 0.750 0.450 0.150 -3.54
N-1 TO N7 2 3 10.270 0.450 0.150 4.16
Deduct columns 2 -3 0.750 0.450 0.150 -0.30
F-1 TO F5 2 1 9.124 0.450 0.150 1.23
Deduct columns 2 -1 0.750 0.450 0.150 -0.10
C-1 TO C2 2 1 6.890 0.450 0.150 0.93
Deduct columns 2 -1 0.750 0.450 0.150 -0.10
O6-O12 2 3 4.753 0.450 0.150 1.92
O6-O12 2 1 8.910 0.450 0.150 1.20
O12-O14 2 5 10.640 0.450 0.150 7.18
Deduct columns 2 -5 0.750 0.450 0.150 -0.51
Verticals
C1-U1 2 5 26.290 0.450 0.150 17.75
Deduct columns 2 -25 0.750 0.450 0.150 -2.53
Elevation Projection 2 2 2.500 0.450 0.150 0.68
W1-AO1 2 5 43.373 0.450 0.150 29.28
Deduct columns 2 -40 0.750 0.450 0.150 -4.05
AK6-W6 2 1 28.700 0.450 0.150 3.87
Deduct columns 2 -6 0.750 0.450 0.150 -0.61
AO14-AO24 2 7 11.545 0.450 0.150 10.91
Deduct columns 2 -14 0.750 0.450 0.150 -1.42
AO14-AO24 1 10 9.570 0.450 0.150 6.46
Deduct columns 1 -10 0.750 0.450 0.150 -0.51
Secondry Beam 2 1 30.123 0.450 0.150 4.07
Secondry Beam 1 1 53.070 0.450 0.150 3.58
Portico
Horizontal
Side Portico 2 2 13.050 0.450 0.150 3.52
Deduct columns 2 -8 0.750 0.450 0.150 -0.81
Center Portico 1 3 14.120 0.450 0.150 2.86
Deduct columns 1 -3 0.750 0.450 0.150 -0.15
Vertical
Side Portico 2 4 7.628 0.450 0.150 4.12
Deduct columns 2 -4 0.750 0.450 0.150 -0.41
Center Portico 1 4 8.640 0.450 0.150 2.33
Deduct columns 1 -8 0.750 0.450 0.150 -0.41
Under Flooring
Qty Same as Cheqquard Tiles 1 381.000 0.150 57.15
Qty Same as VDF Flooring 1 3740.000 0.150 561.00
1399.51

Say 1400.00 Cum
7 VRCC M25 grade

a Footings
F2 1 1.550 1.550 0.350 0.84
F3 5 1.750 1.750 0.400 6.13
F4 5 2.000 2.000 0.475 9.50
F7 4 2.600 2.600 0.550 14.87
F8 4 2.850 2.850 0.625 20.31
F9 11 3.100 3.100 0.650 68.71
F10 12 3.300 3.300 0.675 88.21
F11 21 3.500 3.500 0.725 186.51
F12 23 3.700 3.700 0.775 244.02
F13 31 3.950 3.950 0.800 386.94
F14 24 4.150 4.150 0.825 341.01
F15 12 4.350 4.350 0.875 198.69
F16 5 4.600 4.600 0.875 92.58
F18 7 5.000 5.000 0.900 157.50
F19 2 5.250 5.250 0.975 53.75
F20 2 5.550 5.550 1.050 64.69
F21 2 5.800 5.800 1.125 75.69
STRIP-1 2 3.700 14.400 0.850 90.58
STRIP-2 2 3.850 9.125 0.750 52.70
STRIP-3 2 3.000 15.300 0.800 73.44
Raft-1 1 6.800 9.475 0.700 45.10
Raft-2 1 5.600 7.300 0.850 34.75
Raft-3 2 10.475 13.715 0.850 244.23
CF-1 6 4.100 7.640 0.900 169.15
CF-2 4 5.000 7.655 0.900 137.79
CF-3 2 3.500 6.855 0.900 43.19
CF-4 6 4.600 8.280 0.900 205.68
CF-5 6 3.500 6.315 0.750 99.46
CF-6 2 2.900 6.850 0.750 29.80
CF-7 4 4.415 4.565 0.550 44.34
CF-8 1 5.095 5.170 0.850 22.39
CF-9 2 5.127 7.956 0.900 73.42
Retaining Wall Footing
F3 -2 1.750 0.9 0.45 -1.42
F4 -2 2.000 0.9 0.45 -1.62
F7 -2 2.600 0.9 0.45 -2.11
F9 -9 3.100 0.9 0.45 -11.30
F10 -7 3.300 0.9 0.45 -9.36
F11 -11 3.500 0.9 0.45 -15.59
F12 -16 3.700 0.9 0.45 -23.98
F13 -11 3.950 0.9 0.45 -17.60
F14 -5 4.150 0.9 0.45 -8.40
F15 -4 4.350 0.9 0.45 -7.05
F16 -2 4.600 0.9 0.45 -3.73
F18 -2 5.000 0.9 0.45 -4.05
STRIP-1 -1 3.700 0.9 0.45 -1.50
Raft-2 -1 5.600 0.9 0.45 -2.27
CF-1 -2 4.100 0.9 0.45 -3.32
CF-4 -2 4.600 0.9 0.45 -3.73
CF-7 -3 4.415 0.9 0.45 -5.36

3255.06
Say 3256.00 Cum
a Footings
F2 1 1.550 1.550 0.350 0.84
F3 5 1.750 1.750 0.400 6.13
F4 5 2.000 2.000 0.475 9.50
F7 4 2.600 2.600 0.550 14.87
F8 4 2.850 2.850 0.625 20.31
F9 11 3.100 3.100 0.650 68.71
F10 12 3.300 3.300 0.675 88.21
F11 21 3.500 3.500 0.725 186.51
F12 23 3.700 3.700 0.775 244.02
F13 31 3.950 3.950 0.800 386.94
F14 24 4.150 4.150 0.825 341.01
F15 12 4.350 4.350 0.875 198.69
F16 5 4.600 4.600 0.875 92.58
F18 7 5.000 5.000 0.900 157.50
F19 2 5.250 5.250 0.975 53.75
F20 2 5.550 5.550 1.050 64.69
F21 2 5.800 5.800 1.125 75.69
171 2009.93
Say 2010.00 Cum
b Raft concrete
STRIP-1 2 3.700 14.400 0.850 90.58
STRIP-2 2 3.850 9.125 0.750 52.70
STRIP-3 2 3.000 15.300 0.800 73.44
Raft-1 1 6.800 9.475 0.700 45.10
Raft-2 1 5.600 7.300 0.850 34.75
Raft-3 2 10.475 13.715 0.850 244.23
CF-1 6 4.100 7.640 0.900 169.15
CF-2 4 5.000 7.655 0.900 137.79
CF-3 2 3.500 6.855 0.900 43.19
CF-4 6 4.600 8.280 0.900 205.68
CF-5 6 3.500 6.315 0.750 99.46
CF-6 2 2.900 6.850 0.750 29.80
CF-7 4 4.415 4.565 0.550 44.34
CF-8 1 5.095 5.170 0.850 22.39
CF-9 2 5.127 7.956 0.900 73.42
Retaining Wall Footing
F3 -2 1.750 0.9 0.45 -1.42
F4 -2 2.000 0.9 0.45 -1.62
F7 -2 2.600 0.9 0.45 -2.11
F9 -9 3.100 0.9 0.45 -11.30
F10 -7 3.300 0.9 0.45 -9.36
F11 -11 3.500 0.9 0.45 -15.59
F12 -16 3.700 0.9 0.45 -23.98
F13 -11 3.950 0.9 0.45 -17.60
F14 -5 4.150 0.9 0.45 -8.40
F15 -4 4.350 0.9 0.45 -7.05
F16 -2 4.600 0.9 0.45 -3.73
F18 -2 5.000 0.9 0.45 -4.05
STRIP-1 -1 3.700 0.9 0.45 -1.50
Raft-2 -1 5.600 0.9 0.45 -2.27

CF-1 -2 4.100 0.9 0.45 -3.32
CF-4 -2 4.600 0.9 0.45 -3.73
CF-7 -3 4.415 0.9 0.45 -5.36
1245.13
Say 1246.00 Cum
b) Pedestals including bailing of

water from 0 to 1m
Pedestals 282 0.900 0.900 0.600 137.05
137.05
Say 138.00 Cum
c) Plinth Beams
Central Top Block
Horizontal
A024 TO A043 1 5 53.300 0.230 0.400 24.52
A024 TO A043 1 1 53.300 0.230 0.400 4.90
Deduct columns C2 1 -40 0.750 0.230 0.400 -2.76
Verticals
A024 TO AL24 1 10 10.740 0.450 0.400 19.33
Deduct columns C2 1 -20 0.750 0.450 0.400 -2.70
AL24 TO AH24 1 10 12.861 0.450 0.400 23.15
Deduct columns C2 1 -10 0.750 0.450 0.400 -1.35
Horizontal
G22 TO G31 2 3 21.178 0.450 0.400 22.87
Deduct columns 2 -9 0.750 0.450 0.400 -2.43
G31 TO G33 2 3 4.035 0.450 0.400 4.36
Deduct columns 2 -6 0.750 0.450 0.400 -1.62
T24 TO T33 2 2 23.170 0.450 0.400 16.68
Deduct columns 2 -2 0.750 0.450 0.400 -0.54
X29 TO X31 2 1 6.397 0.450 0.400 2.30
Deduct columns 2 -1 0.750 0.450 0.400 -0.27
AD-20 TO AD-47 1 1 61.495 0.450 0.400 11.07
Deduct columns 1 -2 0.380 0.450 0.400 -0.14
Deduct columns 1 -2 0.750 0.450 0.400 -0.27
Deduct columns 1 -18 0.750 0.450 0.400 -2.43
AC-24 TO AC-47 1 1 57.023 0.450 0.400 10.26
Deduct columns 1 -4 0.380 0.450 0.400 -0.27
AC-24 TO AC-47 1 2 5.310 0.450 0.400 1.91
C16 TO C22 2 1 7.090 0.450 0.400 2.55
Deduct columns 2 -3 0.380 0.450 0.400 -0.41
D18 TO D17 2 1 3.595 0.450 0.400 1.29
Deduct columns 2 -1 0.750 0.450 0.400 -0.27
K17 TO K21 2 4 3.540 0.450 0.400 5.10
K17 TO K21 2 2 9.201 0.450 0.400 6.62
Deduct columns 2 -2 0.380 0.450 0.400 -0.27
Deduct columns 2 -2 0.750 0.450 0.400 -0.54
Verticals
G24 TO Z24 2 2 26.941 0.450 0.400 19.40
Deduct columns 2 -8 0.750 0.450 0.400 -2.16
G31 TO Z24 2 2 25.480 0.450 0.400 18.35
Deduct columns 2 -8 0.750 0.450 0.400 -2.16
G25 TO T25 2 1 21.836 0.450 0.400 7.86
Deduct columns 2 -3 0.750 0.450 0.400 -0.81
T27 TO Z27 2 2 4.960 0.450 0.400 3.57
Deduct columns 2 -2 0.750 0.450 0.400 -0.54

Deduct columns 2 -3 0.380 0.450 0.400 -0.41
V20-AD20 2 1 9.900 0.450 0.400 3.56
Deduct columns 2 -2 0.380 0.450 0.400 -0.27
Z24-AD24 2 3 6.225 0.450 0.400 6.72
Deduct columns 2 -3 6.225 0.450 0.400 -6.72
Z26-AD26 2 2 6.225 0.450 0.400 4.48
Deduct columns 2 -2 5.993 0.450 0.400 -4.31
Near Sunken 2 2 12.950 0.450 0.400 9.32
Deduct columns 2 -3 5.993 0.450 0.400 -6.47
Horizontal
A0-1 TO A0-14 2 10 25.340 0.450 0.400 91.22
Deduct columns 2 -35 0.750 0.450 0.400 -9.45
N-1 TO N7 2 3 10.270 0.450 0.400 11.09
Deduct columns 2 -3 0.750 0.450 0.400 -0.81
F-1 TO F5 2 1 9.124 0.450 0.400 3.28
Deduct columns 2 -1 0.750 0.450 0.400 -0.27
C-1 TO C2 2 1 6.890 0.450 0.400 2.48
Deduct columns 2 -1 0.750 0.450 0.400 -0.27
O6-O12 2 3 4.753 0.450 0.400 5.13
O6-O12 2 1 8.910 0.450 0.400 3.21
O12-O14 2 5 10.640 0.450 0.400 19.15
Deduct columns 2 -5 0.750 0.450 0.400 -1.35
Verticals
C1-U1 2 5 26.290 0.450 0.400 47.32
Deduct columns 2 -25 0.750 0.450 0.400 -6.75
W1-AO1 2 5 43.373 0.450 0.400 78.07
Deduct columns 2 -40 0.750 0.450 0.400 -10.80
AK6-W6 2 1 28.700 0.450 0.400 10.33
Deduct columns 2 -6 0.750 0.450 0.400 -1.62
AO14-AO24 2 7 11.545 0.450 0.400 29.09
Deduct columns 2 -14 0.750 0.450 0.400 -3.78
AO14-AO24 1 10 9.570 0.450 0.400 17.23
Deduct columns 1 -10 0.750 0.450 0.400 -1.35
Secondry Beam 2 1 30.123 0.450 0.400 10.84
Secondry Beam 1 1 53.070 0.450 0.400 9.55
Portico
Horizontal
Side Portico 2 2 13.050 0.450 0.400 9.40
Deduct columns 2 -8 0.750 0.450 0.400 -2.16
Center Portico 1 3 14.120 0.450 0.400 7.62
Deduct columns 1 -3 0.750 0.450 0.400 -0.41
Vertical
Side Portico 2 4 7.628 0.450 0.400 10.98
Deduct columns 2 -4 0.750 0.450 0.400 -1.08
Center Portico 1 4 8.640 0.450 0.400 6.22
Deduct columns 1 -8 0.750 0.450 0.400 -1.08
522.93
Say 523.00 Cum
8 VRCC
i Columns Upto Plinth Level
C1 0.7857 44 0.380 0.380 0.30 1.50
C2 216 0.750 0.750 0.30 36.45
C3 10 0.900 0.900 0.30 2.43

C4 0.7857 12 0.750 0.750 0.30 1.59
41.97
Say 42.00 Cum
ii Columns Upto Roof

C2 208 0.750 0.750 3.75 438.75
C3 10 0.900 0.900 3.75 30.38
C1 0.7857 34 0.380 0.380 3.75 14.47
C4 0.7857 8 0.750 0.750 3.75 13.26
496.85
Say 497.00 Cum
Columns up to GL 42.00
Columns up to Slab 497.00
539.00
Say 539.00 Cum
RCC Wall 230MM Thick

i Foundation
Alround Retaining wall upto Ngl 1 269.72 0.150 40.46
C1 0.7857 -7 0.380 0.450 -0.94
C2 -89 0.750 0.450 -30.04
C4 0.7857 -2 0.750 0.450 -0.53
8.95
Say 9.00 Sqm
ii Above Basement
Alround external
Alround Retaining wall upto Ngl 1 269.72 3.250 876.59
C1 0.7857 -7 0.380 3.250 -6.79
C2 -89 0.750 3.250 -216.94
C4 0.7857 -2 0.750 3.250 -3.83
649.03
Say 650.00 Sqm
1 VRCC
2 Columns unsupported height upto
7.32 m
Portico Columns
C2 1 8 0.380 0.380 7.850 9.07
C1 0.7857 10 0.750 0.750 7.850 34.69
C4 0.7857 4 0.750 0.750 7.850 13.88
57.64
Say 58.00 Cum
4 Roof Beams
un supported height up to 4.27m
Central Top Block
Horizontal
A024 TO A043 1 5 53.300 0.3 0.600 47.97
A024 TO A043 1 1 53.300 0.23 0.600 7.36
Deduct columns C2 1 -40 0.750 0.38 0.600 -6.84
Verticals
A024 TO AL24 1 10 10.740 0.6 0.600 38.66

Deduct columns C2 1 -20 0.750 0.6 0.600 -5.40
AL24 TO AH24 1 10 12.861 0.3 0.600 23.15
Deduct columns C2 1 -10 0.750 0.6 0.600 -2.70
Secoundry Beams 1 1 18.213 0.23 0.600 2.51
Horizontal
G22 TO G31 2 3 21.178 0.45 0.600 34.31
Deduct columns 2 -9 0.750 0.45 0.600 -3.65
G31 TO G33 2 3 4.035 0.23 0.500 2.78
Deduct columns 2 -6 0.750 0.23 0.500 -1.04
Secondry Beam 2 2 23.170 0.23 0.500 10.66
T24 TO T33 2 2 23.170 0.23 0.500 10.66
Deduct columns 2 -2 0.750 0.45 0.500 -0.68
X29 TO X31 2 1 6.397 0.23 0.500 1.47
Deduct columns 2 -1 0.750 0.45 0.500 -0.34
AD-20 TO AD-47 1 1 61.495 0.23 0.500 7.07
Deduct columns 1 -2 0.380 0.45 0.500 -0.17
Deduct columns 1 -2 0.750 0.45 0.500 -0.34
Deduct columns 1 -18 0.750 0.45 0.500 -3.04
AC-24 TO AC-47 1 1 57.023 0.23 0.500 6.56
Deduct columns 1 -4 0.380 0.45 0.500 -0.34
AC-24 TO AC-47 1 2 5.310 0.23 0.500 1.22
C16 TO C22 2 1 7.090 0.23 0.500 1.63
Deduct columns 2 -3 0.380 0.45 0.500 -0.51
D18 TO D17 2 1 3.595 0.23 0.500 0.83
Deduct columns 2 -1 0.750 0.23 0.500 -0.17
K17 TO K21 2 4 3.540 0.23 0.500 3.26
K17 TO K21 2 2 9.201 0.23 0.500 4.23
Deduct columns 2 -2 0.380 0.23 0.500 -0.17
Deduct columns 2 -2 0.750 0.23 0.500 -0.35
Verticals
G24 TO Z24 2 2 26.941 0.45 0.600 29.10
Deduct columns 2 -8 0.750 0.45 0.600 -3.24
G31 TO Z24 2 2 25.480 0.45 0.600 27.52
Deduct columns 2 -8 0.750 0.45 0.600 -3.24
G25 TO T25 2 1 21.836 0.45 0.600 11.79
Deduct columns 2 -3 0.750 0.45 0.600 -1.22
T27 TO Z27 2 2 4.960 0.23 0.500 2.28
Deduct columns 2 -2 0.750 0.23 0.500 -0.35
Secondry Beam 2 2 2.260 0.23 0.500 1.04
Secondry Beam 2 2 2.385 0.23 0.500 1.10
Secondry Beam 2 1 26.711 0.23 0.500 6.14
Deduct columns 2 -3 0.380 0.23 0.500 -0.26
V20-AD20 2 1 9.900 0.23 0.500 2.28
Deduct columns 2 -2 0.380 0.23 0.500 -0.17
Z24-AD24 2 3 6.225 0.45 0.600 10.08
Deduct columns 2 -3 6.225 0.45 0.600 -10.08
Z26-AD26 2 2 6.225 0.23 0.500 2.86
Deduct columns 2 -2 5.993 0.23 0.500 -2.76
Near Sunken 2 2 12.950 0.23 0.500 5.96
Deduct columns 2 -3 5.993 0.23 0.500 -4.13
Horizontal
A0-1 TO A0-14 2 10 25.340 0.60 0.600 182.45
Deduct columns 2 -35 0.750 0.60 0.600 -18.90
N-1 TO N7 2 3 10.270 0.60 0.600 22.18

Deduct columns 2 -3 0.750 0.60 0.600 -1.62
F-1 TO F5 2 1 9.124 0.60 0.600 6.57
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
C-1 TO C2 2 1 6.890 0.60 0.600 4.96
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
O6-O12 2 3 4.753 0.23 0.500 3.28
Secondry Beam 2 1 1.990 0.23 0.500 0.46
Secondry Beam 2 2 5.875 0.23 0.500 2.70
O6-O12 2 1 8.910 0.23 0.500 2.05
O12-O14 2 5 10.640 0.60 0.600 38.30
Deduct columns 2 -5 0.750 0.60 0.600 -2.70
Verticals
C1-U1 2 5 26.290 0.23 0.500 30.23
Deduct columns 2 -25 0.750 0.23 0.500 -4.31
W1-AO1 2 5 43.373 0.23 0.500 49.88
Deduct columns 2 -40 0.750 0.23 0.500 -6.90
AK6-W6 2 1 28.700 0.23 0.500 6.60
Deduct columns 2 -6 0.750 0.23 0.500 -1.04
Secondry Beam 2 1 2.500 0.23 0.500 0.58
Secondry Beam 2 1 4.250 0.23 0.500 0.98
Secondry Beam 2 1 5.000 0.23 0.500 1.15
AO14-AO24 2 7 11.545 0.60 0.600 58.19
Deduct columns 2 -14 0.750 0.60 0.600 -7.56
AO14-AO24 1 10 9.570 0.60 0.600 34.45
Deduct columns 1 -10 0.750 0.60 0.600 -2.70
Secondry Beam 2 1 30.123 0.23 0.500 6.93
Secondry Beam 1 1 53.070 0.23 0.500 6.10
665.68
Say 666.00 Cum
ii) Unsupported Ht 7.32 Roof beams

Horizontal
Side Portico 2 2 13.050 0.230 0.500 6.00
Deduct columns 2 -8 0.750 0.230 0.500 -1.38
Center Portico 1 3 14.120 0.230 0.500 4.87
Deduct columns 1 -3 0.750 0.230 0.500 -0.26
Vertical
Side Portico 2 4 7.628 0.230 0.500 7.02
Deduct columns 2 -4 0.750 0.230 0.500 -0.69
Center Portico 1 4 8.640 0.230 0.500 3.97
Deduct columns 1 -8 0.750 0.230 0.500 -0.69
18.85
Say 19.00 Cum
5 Roof slabs
Central Top Block
AJ24-AJ43 X AJ24-Secondry Beam 1 1 53.000 2.418 128.15
AO3-AO6 X AO3-AJ3 2 1 19.110 2.400 91.73
AK9-V9 X AK9-AK6 2 1 28.716 2.400 137.84
357.72
Say 358.00 Sqm

i) Roof Slab 150 mm thick
Central Top Block
A024-A043 X A024-AH24 1 1 53.900 24.130 1300.61
G24-G43 X G24-AD24 1 1 54.050 31.711 1713.98
Corridor Near Expansion joint 2 1 10.203 4.252 86.77
Sunkens 2 1 12.720 4.000 101.76
Deduction of Staircase 1 -1 5.750 5.260 -30.25
Deduction of Double Ht 1 -1 15.928 5.310 -84.58
Deduction of Lifts 1 -2 2.970 2.400 -14.26
Deduction of Fire Ducts 1 -4 2.260 1.080 -9.76
Deduction of Toilet Ducts 2 -1 3.540 0.900 -6.37
C1-C14 X C1-AO1 2 1 26.840 70.890 3805.38
Between Blocks
AO14-AO24 X AO14-AE14 2 1 31.325 11.015 690.09
AO14-AO24 X AO14-AE14 1 1 53.600 9.030 484.01
Roof Slab 125 mm thick -357.72
7186.65
Say 7187.00 Sqm

Double ht at Portico 1 15.400 8.410 129.51
Double ht at Portico 2 12.485 7.770 194.02
323.53
Say 324.00 Sqm

Sunkan Slabs 2 1 11.590 4.000 92.72
Sunkan Slabs 2 1 5.789 6.125 70.92
Sunkan Slabs 2 1 10.660 8.074 172.14
335.77
Say 336.00 Sqm

Staircase (Flight -2) 4 1 1.500 1.700 10.20
Mid landing 4 2 1.700 1.700 23.12
Mid landing 1 2 1.700 2.000 6.80
136.77
Say 137.00 Sqm

under lintels
D1 2 7 0.300 0.225 0.150 0.14
D2 2 19 0.300 0.225 0.150 0.38
D3 2 1 0.300 0.225 0.150 0.02
D5 2 49 0.300 0.225 0.150 0.99
D6 2 8 0.300 0.225 0.150 0.16
Lift door 2 2 0.300 0.225 0.150 0.04
W1 2 56 0.300 0.225 0.150 1.13
W2 2 18 0.300 0.225 0.150 0.36
W3 2 2 0.300 0.225 0.150 0.04
V5 2 19 0.300 0.225 0.150 0.38
D2 2 1 0.300 0.100 0.150 0.01
D5 2 1 0.300 0.100 0.150 0.01
D6 2 23 0.300 0.100 0.150 0.21
Hold fast
D1 6 7 0.230 0.225 0.150 0.33
D2 6 19 0.230 0.225 0.150 0.88
D3 6 1 0.230 0.225 0.150 0.05
D5 6 49 0.230 0.225 0.150 2.28
D6 6 8 0.230 0.225 0.150 0.37
Lift door 6 2 0.230 0.225 0.150 0.09
W1 4 56 0.230 0.225 0.150 1.74
W2 4 18 0.230 0.225 0.150 0.56
W3 4 2 0.230 0.225 0.150 0.06
V5 2 19 0.230 0.225 0.150 0.29
D2 6 1 0.230 0.100 0.150 0.02
D5 6 1 0.230 0.100 0.150 0.02
D6 6 23 0.230 0.100 0.150 0.48
11.07
Say 12.00 Cum
10 PCC for Steps
Staircase 2 26 1.700 0.300 0.150 3.98
Central Staircase 0.5 26 2.000 0.300 0.150 1.17
5.15
Say 6.00 cum
11 sill slabs
W1 43 1.800 0.230 0.100 1.78
W2 130 1.500 0.230 0.100 4.49
W3 5 1.200 0.230 0.100 0.14
SW1 8 1.800 0.230 0.100 0.33
SW2 72 1.500 0.230 0.100 2.48
V5 113 0.600 0.230 0.100 1.56
10.78
Say 11.00 cum
a Platforms
Toilet Block 15 1.670 0.600 15.03
Preparation&Store Room 6 8.515 0.600 30.65
Desiction Hall 1 7.135 0.600 4.28
Pantry 1 3.000 0.600 1.80
Research Lab 2 28.520 0.600 34.22
85.99
Say 86.00 Sqm
b Lofts

Office Room 1 4.500 0.600 2.70
Record 1 4.500 0.600 2.70
Store 2 2.400 0.600 2.88
Pantry 1 2.100 0.600 1.26
Principle & Vice-Principle 3 2.100 0.600 3.78
PA 1 2.100 0.600 1.26
Proff & Asst. Proff 8 2.100 0.600 10.08
Addi Director 3 2.100 0.600 3.78
28.44
Say 29.00 Sqm

Say 115.00 Sqm

Office Room 3 1 4.500 0.450 6.08
Record 3 1 4.500 0.450 6.08
Store 3 2 2.400 0.450 6.48
Pantry 3 1 2.100 0.450 2.84
Principle & Vice-Principle 3 3 2.100 0.450 8.51
PA 3 1 2.100 0.450 2.84
Proff & Asst. Proff 3 8 2.100 0.450 22.68
Addi Director 3 3 2.100 0.450 8.51
63.99
Say 64.00 Sqm
3 Lintels
D1 7 2.260 0.225 0.175 0.62
D2 19 1.960 0.225 0.175 1.47
D3 1 1.660 0.225 0.175 0.07
D5 49 1.360 0.225 0.175 2.62
D6 8 1.260 0.225 0.175 0.40
Lift door 2 1.660 0.225 0.175 0.13
W1 56 2.260 0.225 0.175 4.98
W2 18 1.960 0.225 0.175 1.39
W3 2 1.660 0.225 0.175 0.13
V5 19 1.060 0.225 0.175 0.79
SG 2 4.960 0.225 0.175 0.39
D2 1 1.660 0.100 0.175 0.03
D5 1 1.360 0.100 0.175 0.02
D6 23 1.260 0.100 0.175 0.51
13.55
Say 14.00 Cum
6 Sunshades
W1 43 2.100 90.30
W2 130 1.800 234.00
W3 5 1.500 7.50
V5 113 0.900 101.70
433.50
Say 434.00 RM

C1 0.785 -7 0.380 0.225 3.250 -1.53
C2 -89 0.750 0.225 3.250 -48.81

C4 0.785 -2 0.750 0.225 3.250 -0.86
Horizontals
Staircase-H 1 9.125 0.225 3.250 6.67
Lift-H 1 2.230 0.225 3.250 1.63
Store-H 5 10.250 0.225 3.250 37.48
Elec Room 2 3.690 0.225 3.250 5.40
Staff toilet Horizontal 1 4.490 0.225 3.250 3.28
PA L Shape 2 6.100 0.225 3.250 8.92
Store-H 5 10.250 0.225 3.250 37.48
Dean Research& Academic 2 5.980 0.225 3.250 8.75
Workshops 3 4.995 0.225 3.250 10.96
Staircase-H 1 7.440 0.225 3.250 5.44
Entrance door D1 1 5.990 0.225 3.250 4.38
Corridor Wall At d2 1 2.400 0.225 3.250 1.76
Academic lobby 1 6.260 0.225 3.250 4.58
Admin officer Typ 3 4.080 0.225 3.250 8.95
PA 1 2.630 0.225 3.250 1.92
Admin officer 1 3.055 0.225 3.250 2.23
PA 1 2.800 0.225 3.250 2.05
Café Lkit 1 11.988 0.225 3.250 8.77
Beside kitchen 1 5.987 0.225 3.250 4.38
DW TYP 3 3.540 0.225 3.250 7.77
Open to sky 2 6.368 0.225 3.250 9.31
Open to sky 1 12.790 0.225 3.250 9.35
Dean Academic to kitchen 1 26.045 0.225 3.250 19.05
Columns -3 0.650 0.225 3.250 -1.43
Ante Room 2 4.135 0.225 3.250 6.05
Toilet H 5 8.400 0.225 3.250 30.71
Office PA 2 3.420 0.225 3.250 5.00
Admic vice principle 1 4.700 0.225 3.250 3.44
Principle dean 1 6.070 0.225 3.250 4.44
Ante Room toilet 1 2.100 0.225 3.250 1.54
Corridor wall 3 2.400 0.225 3.250 5.27
College council 4 9.010 0.225 3.250 26.35
Columns -3 0.650 0.225 3.250 -1.43
Waitingf Area 1 4.840 0.225 3.250 3.54
Service gas duct 2 1.530 0.225 3.250 2.24
Staff room 1 5.730 0.225 3.250 4.19
Admin officrs 1 4.030 0.225 3.250 2.95
PA 1 6.015 0.225 3.250 4.40
Admin officers typ 3 5.025 0.225 3.250 11.02
PA Between 1 3.340 0.225 3.250 2.44
Asmin to spare 1 12.430 0.225 3.250 9.09
Spare 1 7.128 0.225 3.250 5.21
Lift-H 1 2.515 0.225 3.250 1.84
Service gas duct 2 1.530 0.225 3.250 2.24
Lift to Admin 1 1 21.653 0.225 3.250 15.83
Deduct columns -4 0.750 0.225 3.250 -2.19
Reception 2 3.570 0.225 3.250 5.22
DW TYP 2 3.540 0.225 3.250 5.18
Student counciling Room 1 9.635 0.225 3.250 7.05
Female Students common Room 1 12.093 0.225 3.250 8.84
Female Students duct 1 1.985 0.225 3.250 1.45
Lift 1 2.400 0.225 3.250 1.76
Reception 1 3.797 0.225 3.250 2.78
Male students common room 1 9.542 0.225 3.250 6.98

Cafeteria H 2 25.340 0.225 3.250 37.06
Room in Cafeteria All Round 1 6.780 0.225 3.250 4.96
Walls 2 2.000 0.225 3.250 2.93
Open to sky 2 6.368 0.225 3.250 9.31
Open to sky 1 12.790 0.225 3.250 9.35
Animal Holding area 2 7.440 0.225 3.250 10.88
Ducts Walls 1 6.630 0.225 3.250 4.85
Parking Wall 1 61.495 0.225 3.250 44.97
Deduct columns -4 0.750 0.225 3.250 -2.19
Verticals
Staircase-V 2 4.465 0.225 3.350 6.73
Staff toilet V 2 5.668 0.225 3.350 8.54
Toilet Entrace Wall 2 2.220 0.225 3.350 3.35
Store-v 1 3.700 0.225 3.350 2.79
Elec Room 1 2.283 0.225 3.350 1.72
Staff toilet Horizontal 1 4.490 0.225 3.350 3.38
PA L Shape 2 6.100 0.225 3.350 9.20
Store-H 5 10.250 0.225 3.350 38.63
Academic office to dean acc 1 24.995 0.225 3.350 18.84
Deduct columns -2 0.650 0.225 3.350 -0.98
Waiting 1 2.540 0.225 3.350 1.91
Admin office to admin officer 1 15.733 0.225 3.350 11.86
Admin officer 1 6.075 0.225 3.350 4.58
Café kit 1 11.920 0.225 3.350 8.98
Office PA 2 3.450 0.225 3.350 5.20
Principal dean 1 5.530 0.225 3.350 4.17
Office pa to strong Room 1 12.250 0.225 3.350 9.23
Toilet V 4 1.500 0.225 3.350 4.52
Utility 1 3.100 0.225 3.350 2.34
Pantry 2 8.580 0.225 3.350 12.93
College council 2 10.435 0.225 3.350 15.73
Waiting Area 1 4.930 0.225 3.350 3.72
Lift 1 3.100 0.225 3.350 2.34
Staircase-V 2 8.200 0.225 3.350 12.36
Staff room 1 8.500 0.225 3.350 6.41
Admin officers 1 4.645 0.225 3.350 3.50
PA 2 2.890 0.225 3.350 4.36
Admin officer to admnin 1 1 21.600 0.225 3.350 16.28
Spare 1 5.525 0.225 3.350 4.16
Lift 2 2.640 0.225 3.350 3.98
Shaft 2 2.490 0.225 3.350 3.75
Female students common room 1 13.228 0.225 3.350 9.97
Lift 1 2.630 0.225 3.350 1.98
Toilets V 2 3.000 0.225 3.350 4.52
Staircase lift 2 4.330 0.225 3.350 6.53
Urinal wall at toilet 1 3.705 0.225 3.350 2.79
Service gas duct 2 1.530 0.225 3.350 2.31
Male students common room 1 16.855 0.225 3.350 12.70
Cafeteria 1 12.790 0.225 3.350 9.64
Toilets duct wall 2 5.660 0.225 3.350 8.53
Animal Holding Area 1 7.930 0.225 3.350 5.98
Work shops 1 25.425 0.225 3.350 19.16
Columns -3 0.650 0.225 3.350 -1.47
Deductions
D1 -7 1.800 0.225 2.600 -7.37
D2 -19 1.500 0.225 2.600 -16.67

D3 -1 1.200 0.225 2.600 -0.70
D5 -49 0.900 0.225 2.100 -20.84
D6 -8 0.800 0.225 2.100 -3.02
Lift door -2 1.200 0.225 2.100 -1.13
W1 -56 1.800 0.225 1.800 -40.82
W2 -18 1.500 0.225 1.800 -10.94
W3 -2 1.200 0.225 1.800 -0.97
V5 -19 0.600 0.225 0.500 -1.28
SG -2 4.500 0.225 2.100 -4.25
Lintels
D1 -7 2.260 0.225 0.175 -0.62
D2 -19 1.960 0.225 0.175 -1.47
D3 -1 1.660 0.225 0.175 -0.07
D5 -49 1.360 0.225 0.175 -2.62
D6 -8 1.260 0.225 0.175 -0.40
Lift door -2 1.660 0.225 0.175 -0.13
W1 -56 2.260 0.225 0.175 -4.98
W2 -18 1.960 0.225 0.175 -1.39
W3 -2 1.660 0.225 0.175 -0.13
SG -2 4.960 0.225 0.175 -0.39
V5 -19 1.060 0.225 0.175 -0.79
1091.73
Say 1092.00 Cum

Staff toilet Block
WC'S-H 3 1.500 2.100 9.45
WC'S-V 2 2.100 2.100 8.82
Ladies toilet block
WC'S-H 5 1.500 2.100 15.75
WC'S-V 1 6.250 2.100 13.13
Janitors room 1 2.320 3.350 7.77
Gents toilet block
WC'S-H 8 1.500 2.100 25.20
WC'S-V 1 7.530 2.100 15.81
Janitors room 1 2.320 3.400 7.89
Urinal Wall 11 0.600 2.100 13.86
Students counceling Wall-V 1 5.018 3.350 16.81
Toilet block near Reception
WC'S-H 2 1.500 2.100 6.30
WC'S-V 1 3.655 2.100 7.68
Urinal Wall 4 0.600 2.100 5.04
Toilets
WC'S-H 1 2.200 2.100 4.62
WC'S-V 1 3.040 2.100 6.38
WC'S-V 3 1.500 2.100 9.45
Double wall
C1 0.785 -7 0.380 3.750 -7.83
C2 -89 0.750 3.750 -250.31
C4 0.785 -2 0.750 3.750 -4.42
Window Fins
W1 112 0.600 1.800 120.96
W2 36 0.600 1.800 38.88
W3 4 0.600 1.800 4.32
V5 38 0.600 0.500 11.40

SG 4 0.600 2.100 5.04
Deductions
D2 -1 1.200 2.100 -2.52
D5 -1 0.900 2.100 -1.89
D6 -23 0.800 2.100 -38.64
SG -2 4.500 2.100 -18.90
Lintels
D2 -1 1.660 0.175 -0.29
D5 -1 1.360 0.175 -0.24
D6 -23 1.260 0.175 -5.07
2240.71
Say 2241.00 sqm
9 TMT STEEL
Columns Footings 2010 100.000 Kgs/Cum 201000.00
Raft 1246 100.000 Kgs/Cum 124600.00
Pedestals 138 125.000 Kgs/Cum 17250.00
Plinth beams 523 125.000 Kgs/Cum 65375.00
230mm thick RCC Retaining wall 659 150.000 0.23 Kgs/Cum 22735.50
125mm thick Roof slab upto 3.66 m
level 358.00 80.000 0.125 Kgs/Sqm 3580.00
ht 336.00 80.000 0.175 Kgs/Sqm 4704.00
ht 324.00 80.000 0.150 Kgs/Sqm 3888.00
Lintels 14.00 80.000 Kgs/Cum 1120.00
Lofts & Platforms 115.00 0.050 80.000 Kgs/Cum 460.00
Shelves 64.00 0.025 80.000 Kgs/Cum 128.00
855410.50
Say 855.40 MT
10 Mild Steel
RBM 2241 2.000 Kgs/Sqm 4482.00
4563.00
Say 4.56 MT
Qty Same as Cheqquard Tiles 381.00
Qty Same as Waist Slabs 137.00
4356.00
Say 4356.00 Sqm

College council 1 36.100 3.850 138.99

Principal Dean 1 20.540 3.850 79.08
Infront of Ante Room 1 5.800 3.850 22.33
Ante Room 1 11.240 3.850 43.27
Office PA 1 12.800 3.850 49.28
Principal Admin 1 17.100 3.850 65.84
Vice Principal Admin 1 15.500 3.850 59.68
Office PA 2 9.680 3.850 74.54
Admin Officer 1 16.100 3.850 61.99
Strong room 1 9.350 3.850 36.00
Meeting room 1 25.460 3.850 98.02
Spare 1 17.992 3.850 69.27
infront of Spare 1 3.430 3.850 13.21
Spare 1 21.000 3.850 80.85
Admin Officer-1 1 16.650 3.850 64.10
PA 1 12.330 3.850 47.47
Admin Officer-2 1 16.650 3.850 64.10
PA 1 12.460 3.850 47.97
Admin Officer-3 1 16.650 3.850 64.10
PA 1 12.460 3.850 47.97
Admin Officer-4 1 16.852 3.850 64.88
Entry Admin Officer-4 1 5.920 3.850 22.79
PA 1 12.460 3.850 47.97
Admin Officer-5 1 16.890 3.850 65.03
PA 1 12.460 3.850 47.97
Staff room 1 28.500 3.850 109.73
Caffeteria 1 76.080 3.850 292.91
Male student common room 1 51.230 3.850 197.24
Female student common room 1 50.190 3.850 193.23
Students councelling room 1 22.360 3.850 86.09
Animal holding area 1 31.230 3.850 120.24
Ele.Room at academic 1 11.080 3.850 42.66
Store 1 19.600 3.850 75.46
Acadamic office 2 23.388 3.850 180.09
Beside Side PA 2 6.210 3.850 47.82
PA 2 11.680 3.850 89.94
Dean Exam 1 17.500 3.850 67.38
Strong Room 1 14.160 3.850 54.52
Dean Research 1 17.500 3.850 67.38
Dean Acadamic 1 17.500 3.850 67.38
PA 1 12.420 3.850 47.82
infront of PA 1 4.300 3.850 16.56
Café/Dine/Admin 1 32.180 3.850 123.89
Entry to Café/Dine/Admin 1 7.840 3.850 30.18
Cafe/Kit+Din/Admin 1 46.800 3.850 180.18
Kitchen 1 10.800 3.850 41.58
Admin Officer 1 18.300 3.850 70.46
PA 1 11.950 3.850 46.01
Admin Officer 2 16.900 3.850 130.13
PA 2 10.700 3.850 82.39
work shops 1 21.800 3.850 83.93
work shops 1 22.400 3.850 86.24
work shops 1 26.120 3.850 100.56
two wheeler parking 1 21.890 3.850 84.28
Lift walls 3 2.400 3.850 27.72
Common areas
Lobby at double ht 1 58.712 3.850 226.04

Waiting Area 1 8.322 3.850 32.04
Waiting Area 1 14.557 3.850 56.04
Left side of st case 1 16.400 3.850 63.14
Right side of st case 1 16.400 3.850 63.14
Infront of lift 1 2.950 3.850 11.36
corridor infront of Meeting hall 1 9.684 3.850 37.28
corridor from PA to Pantry-v 1 35.942 3.850 138.38
Between PA area 1 6.840 3.850 26.33
infront of strong room 1 6.840 3.850 26.33
Corridor-h 1 125.332 3.850 482.53
Corridor-v 2 35.286 3.850 271.70
Length in admin hall(as per cad) 1 71.50
Corridor at caffetreria-h 1 49.132 3.850 189.16
Corridor at Male students 1 27.560 3.850 106.11
Corridor at Male students & toilet 1 5.228 3.850 20.13
infront of councelling 1 8.132 3.850 31.31
Main Ent Lobby 1 27.250 3.850 104.91
Reception 1 10.590 3.850 40.77
corridor at drinking water-h 1 18.946 3.850 72.94
corridor at Kitchen 1 19.730 3.850 75.96
corridor -v 1 46.186 3.850 177.82
Infront of Ele.Room 1 7.834 3.850 30.16
Waiting Area 1 11.756 3.850 45.26
Infront of PA 1 12.027 3.850 46.30
Infront of Admn Officer 1 2.800 3.850 10.78
Acadamic Lobby 1 39.770 3.850 153.11
Acadamic Waiting 1 4.081 3.850 15.71
Infront of St.Case 1 4.460 3.850 17.17
Entrance foyer-L/s & R/s 2 12.024 3.850 92.58
Entrance foyer-central 1 13.390 3.850 51.55
Utility 1 22.540 3.850 86.78
Pantry 1 12.410 3.850 47.78
Staff toile t(M)
Infront of WC 1 10.056 3.850 38.72
Urinal area 1 5.014 3.850 19.30
WC 2 5.000 2.100 21.00
Staff toile t(F)
Infront of WC 1 9.580 2.100 20.12
WC 2 5.000 2.100 21.00
Infront of Staff toilet -Lobby 1 16.420 3.850 63.22
Infront of Staff toilet -Entry 1 2.700 3.850 10.40
Infront of Staff toilet -beside duct 1 1.580 3.850 6.08
Ladies Toilet block
Infront of WC 1 16.530 2.100 34.71
WC 6 5.000 2.100 63.00
Janitary room 1 6.840 3.850 26.33
PHC 1 7.420 3.850 28.57
Gents Toilet block
Infront of WC 1 20.720 2.100 43.51
Infront of Jan room 1 2.880 3.850 11.09
WC 6 5.000 2.100 63.00
Janitary room 1 5.860 3.850 22.56
Urinal area 1 3.000 3.850 11.55
Attached toilets
Principal & Dean 1 7.740 3.850 29.80
Vice Principal 1 7.740 3.850 29.80

Administrative Officer 1 7.420 3.850 28.57
Vice Principal-Admn 1 7.740 3.850 29.80
Toilet block at students common
rooms
Lobby & Wash 1 15.340 3.850 59.06
Infront of WC 1 7.400 3.850 28.49
WC 2 5.000 2.100 21.00
WC 1 9.680 2.100 20.33
Toilet block at R/s Main Entrance

Entry 1 4.144 3.850 15.95
Entry 1 7.594 3.850 29.24
Wash area 1 9.160 3.850 35.27
Infront of WC 1 11.278 3.850 43.42
WC 1 8.208 2.100 17.24
WC 1 5.000 2.100 10.50
Lift All round 2 8.800 4.000 70.40
Deductions
D1 -7 1.800 2.600 -32.76
D2 -20 1.500 2.600 -78.00
D3 -1 1.200 2.600 -3.12
D5 -50 0.900 2.100 -94.50
D6 -31 0.800 2.100 -52.08
lift door -2 1.200 2.100 -5.04
for Toilets -650.99
Ded for Dadooing in Labs -803.67
5345.08
Say 5346.00 Sqm
Say 3207.00 Sqm
Say 2138.00 Sqm
Columns C2 89 0.750 3.750 250.31
Deductions
W1 -56 1.800 1.800 -181.44
W2 -18 1.500 1.800 -48.60
W3 -2 1.200 1.800 -4.32
V5 -19 0.600 0.500 -5.70
Lift door -2 1.200 2.100 -5.04
2221.47
Say 2222.00 Sqm
14 RCM Drop
Main Entrance Portico 3 Sides 1 30.620 0.300 9.19
Portico Sides 2 28.746 0.300 17.25
26.43
Say 27.00 Sqm

Bottom
G. Toilet 0 1 3.830 4.300 0.00
Ladies Toilet 0 1 5.940 2.870 0.00
alround
G. Toilet 0 1 16.260 0.300 0.00
Ladies Toilet 0 1 17.620 0.300 0.00
0.00
Say 0.00 Sqm
15 Flooring
a) Ceramic Tile Flooring
Utility 1 8.170 3.100 25.33
Pantry 1 3.795 2.410 9.15
Staff toile t(M)
Infront of WC 1 2.190 2.838 6.22
Urinal area 1 1.269 1.238 1.57
WC 2 1.500 1.000 3.00
Staff toile t(F)
Infront of WC 1 2.190 2.600 5.69
WC 2 1.500 1.000 3.00
Ladies Toilet block
Infront of WC 1 6.265 2.000 12.53
Deduct Jan room -1 1.990 1.430 -2.85
WC 6 1.500 1.000 9.00
Janitary room 1 1.990 1.430 2.85
PHC 1 2.100 1.610 3.38
Gents Toilet block
Infront of WC 1 10.360 2.000 20.72
WC 6 1.500 1.000 9.00
Janitary room 1 1.500 1.430 2.15
Urinal area 1 1.500 1.500 2.25
Attached toilets
Principal & Dean 1 2.100 1.770 3.72
Vice Principal 1 2.100 1.770 3.72
rooms
Lobby & Wash 1 4.630 3.040 14.08
Infront of WC 1 2.200 1.500 3.30
WC 2 1.500 1.000 3.00
WC 1 1.800 3.040 5.47

Entry 1 1.042 1.030 1.07
Entry 1 2.227 1.570 3.50
Wash area 1 3.600 1.964 7.07
Infront of WC 1 3.589 2.050 7.36
WC 1 2.604 1.500 3.91
WC 1 1.500 1.000 1.50
199.11

Say 199.00 Sqm
b) Vitrified Tile Flooring

College council 1 8.550 9.500 81.23
Principal Dean 1 4.970 5.300 26.34
Infront of Ante Room 1 3.200 2.900 9.28
Ante Room 1 3.970 1.650 6.55
Office PA 1 3.200 3.200 10.24
Principal Admin 1 4.750 3.800 18.05
Vice Principal Admin 1 4.750 3.000 14.25
Office PA 2 3.190 1.650 10.53
Admin Officer 1 4.750 3.300 15.68
Strong room 1 3.190 1.485 4.74
Meeting room 1 7.020 5.710 40.08
Spare 1 3.225 5.771 18.61
infront of Spare 1 1.715 3.131 5.37
Spare 1 7.200 3.300 23.76
Admin Officer-1 1 5.025 3.300 16.58
PA 1 3.340 2.825 9.44
Admin Officer-2 1 5.025 3.300 16.58
PA 1 3.340 2.890 9.65
Admin Officer-3 1 5.025 3.300 16.58
PA 1 3.340 2.890 9.65
Admin Officer-4 1 3.780 4.646 17.56
Entry Admin Officer-4 1 1.245 1.715 2.14
PA 1 3.340 2.890 9.65
Admin Officer-5 1 3.800 4.645 17.65
PA 1 3.340 2.890 9.65
Staff room 1 5.500 8.750 48.13
Caffeteria 1 25.340 12.700 321.82
Male student common room 1 10.020 15.595 156.26
Female student common room 1 11.865 13.230 156.97
Students councelling room 1 6.160 5.020 30.92
Animal holding area 1 7.615 8.000 60.92
Ele.Room at academic 1 3.690 1.850 6.83
Store 1 6.100 3.700 22.57
Acadamic office 2 6.089 5.605 68.26
Beside Side PA 2 3.931 3.105 24.41
PA 2 3.570 2.270 16.21
Dean Exam 1 5.750 3.000 17.25
Strong Room 1 4.080 3.000 12.24
Dean Research 1 5.750 3.000 17.25
Dean Acadamic 1 5.750 3.000 17.25
PA 1 3.600 2.610 9.40
infront of PA 1 2.150 2.610 5.61
Café/Dine/Admin 1 7.140 8.950 63.90
Entry to Café/Dine/Admin 1 3.920 2.875 11.27
Cafe/Kit+Din/Admin 1 12.000 11.400 136.80
Deduct Kitchen -1 3.230 2.630 -8.49
Kitchen 1 3.000 2.400 7.20
Admin Officer 1 3.000 6.150 18.45
PA 1 2.800 3.175 8.89
Admin Officer 2 3.850 4.600 35.42
PA 2 2.550 2.800 14.28
work shops 1 5.500 5.400 29.70
work shops 1 5.800 5.400 31.32

work shops 1 7.660 5.400 41.36
1832.18
Say 1833.00 Sqm
c) Flooring with Granite slabs in

Corridors
Common areas
Waiting Area 1 4.612 4.161 19.19
Waiting Area 1 4.168 6.221 25.93
Deduct shafts -1 1.485 2.720 -4.04
Stairecase room 1 5.750 7.740 44.51
Infront of lift 1 1.475 2.410 3.55
Between PA area 1 3.420 3.276 11.20
Corridor-h 1 56.696 5.970 338.48
Corridor-v 2 2.400 15.243 73.17
Area in admin hall(as per cad) 1 213.65
Main Ent Lobby 1 5.875 7.750 45.53
Lift to Toilets 1 2.230 6.838 15.25
St.Case room 1 4.600 6.665 30.66
Reception 1 2.457 2.838 6.97
corridor -v 1 18.343 4.750 87.13
Waiting Area 1 6.260 2.748 17.20
Infront of PA 1 7.561 4.466 33.77
Acadamic Lobby 1 12.135 7.750 94.05
St.Case room 1 6.665 4.600 30.66
St.Case rooms in parking 2 7.300 4.600 67.16

1805.55
Say 1806.00 Sqm
c) Granite Slabs
15.81
Say 16.00 Sqm
d High polished granite platforms

86.00
Say 86.00 Sqm
e High polished granite for sill slabs

W1 43 1.800 0.225 17.42
W2 130 1.500 0.225 43.88
W3 5 1.200 0.225 1.35
SW1 8 1.800 0.225 3.24
SW2 72 1.500 0.225 24.30
V5 113 0.600 0.225 15.26
105.44
Say 106.00 Sqm
f) Granolithic flooring
Lifts 2 2.100 2.500 10.50
10.50
Say 11.00 Sqm
g) Chequered tiles
Entrance Area 1 127.000 3.000 381.00
381.00
Say 381.00 Sqm
h) VDF Flooring
Parking between st.case 1 111.259 5.215 580.22
parking at central 1 113.250 25.195 2853.33
parking at entry 1 7.844 17.043 133.69
3740.47
Say 3740.00 Sqm
Polished Granite slab

i Treads
Staircase 4 25 1.70 0.300 51.00
Central Staircase 1 25 2.00 0.300 15.00
66.00
Say 66.00 Sqm
ii Risers
Staircase 4 27 1.70 0.150 27.54
35.64
Say 36.00 Sqm

College council 1 36.100 36.10
Principal Dean 1 20.540 20.54
Infront of Ante Room 1 5.800 5.80
Ante Room 1 11.240 11.24
Office PA 1 12.800 12.80
Principal Admin 1 17.100 17.10
Vice Principal Admin 1 15.500 15.50
Office PA 2 9.680 19.36
Admin Officer 1 16.100 16.10
Strong room 1 9.350 9.35
Meeting room 1 25.460 25.46

Spare 1 17.992 17.99
infront of Spare 1 3.430 3.43
Spare 1 21.000 21.00
Admin Officer-1 1 16.650 16.65
PA 1 12.330 12.33
PA 1 12.460 12.46
PA 1 12.460 12.46
Entry Admin Officer-4 1 5.920 5.92
PA 1 12.460 12.46
PA 1 12.460 12.46
Staff room 1 28.500 28.50
Caffeteria 1 76.080 76.08
Male student common room 1 51.230 51.23
Female student common room 1 50.190 50.19
Students councelling room 1 22.360 22.36
Animal holding area 1 31.230 31.23
Ele.Room at academic 1 11.080 11.08
Store 1 19.600 19.60
Acadamic office 2 23.388 46.78
Beside Side PA 2 6.210 12.42
PA 2 11.680 23.36
Dean Exam 1 17.500 17.50
Strong Room 1 14.160 14.16
Dean Research 1 17.500 17.50
Dean Acadamic 1 17.500 17.50
PA 1 12.420 12.42
infront of PA 1 4.300 4.30
Café/Dine/Admin 1 32.180 32.18
Entry to Café/Dine/Admin 1 7.840 7.84
Cafe/Kit+Din/Admin 1 46.800 46.80
Kitchen 1 10.800 10.80
PA 1 11.950 11.95
PA 2 10.700 21.40
work shops 1 21.800 21.80
work shops 1 22.400 22.40
work shops 1 26.120 26.12
two wheeler parking 1 21.890 21.89
1115.04
Say 1116.00 Rmt
c) Skirting with Granite

Staircase 4 1 21.900 87.60
Central Staircase 1 1 21.900 21.90
109.50
Say 110.00 Rmt
d) Cladding with granite slabs

Lift walls 4 2.400 3.175 30.48
Deductions

Lift door -4 1.00 2.100 -8.40
22.08
Say 23.00 Sqm

Utility 1 22.540 2.100 47.33
Pantry 1 12.410 2.100 26.06
Staff toile t(M)
Infront of WC 1 10.056 2.100 21.12
Urinal area 1 5.014 2.100 10.53
WC 2 5.000 2.100 21.00
Staff toile t(F)
Infront of WC 1 9.580 2.100 20.12
WC 2 5.000 2.100 21.00
Ladies Toilet block
Infront of WC 1 16.530 2.100 34.71
WC 6 5.000 2.100 63.00
Janitary room 1 6.840 2.100 14.36
PHC 1 7.420 2.100 15.58
Gents Toilet block
Infront of WC 1 20.720 2.100 43.51
WC 6 5.000 2.100 63.00
Janitary room 1 5.860 2.100 12.31
Urinal area 1 3.000 2.100 6.30
Attached toilets
Principal & Dean 1 7.740 2.100 16.25
Vice Principal 1 7.740 2.100 16.25
rooms
Lobby & Wash 1 15.340 2.100 32.21
Infront of WC 1 7.400 2.100 15.54
WC 2 5.000 2.100 21.00
WC 1 9.680 2.100 20.33

Entry 1 4.144 2.100 8.70
Entry 1 7.594 2.100 15.95
Wash area 1 9.160 2.100 19.24
Infront of WC 1 11.278 2.100 23.68
WC 1 8.208 2.100 17.24
WC 1 5.000 2.100 10.50
Deductions
D5 -8 0.900 2.100 -15.12
D6 -31 0.800 2.100 -52.08
650.99
Say 651.00 Sqm
a) Dadooing in Labs
Dept.of anotomy
Dissection Hall 1 80.550 1.500 120.83

Cold Storage 1 17.720 1.500 26.58
Embalming Room 1 14.380 1.500 21.57
Storage tanks 1 14.380 1.500 21.57
Passage In front of Cold Storage 1 25.460 1.500 38.19
Preparation Artists/Modellers 1 16.770 1.500 25.16
Preparation Models/Specimen 1 16.770 1.500 25.16
Museum 1 61.570 1.500 92.36
Research lab 1 30.000 1.500 45.00
Store Room 1 15.890 1.500 23.84
Histology Lab 1 60.190 1.500 90.29
Dept. Of BIO-CHEMISTRY
Store Room 1 15.890 1.500 23.84
Research lab 1 30.000 1.500 45.00
Animal Faculty Center 2 36.500 1.500 109.50
Multi Disciplinary Research Unit 1 31.360 1.500 47.04
Day Care Center 1 31.220 1.500 46.83
Deductions
D2 -10 1.500 1.500 -22.50
D5 -10 0.900 1.500 -13.50
W1 -6 1.800 0.700 -7.56
W2 -58 1.500 0.700 -60.90
W3 -2 1.200 0.700 -1.68
SW1 -7 1.800 0.700 -8.82
SW2 -21 1.500 0.700 -22.05
803.67
Say 804.00 Sqm
Common areas
Waiting Area 1 8.322 1.500 12.48
Waiting Area 1 14.557 1.500 21.84
Infront of lift 1 2.950 1.500 4.43
Between PA area 1 6.840 1.500 10.26
Corridor-h 1 125.332 1.500 188.00
Corridor-v 2 35.286 1.500 105.86
Length in admin hall(as per cad) 1 71.50
Main Ent Lobby 1 27.250 1.500 40.88
Reception 1 10.590 1.500 15.89
corridor -v 1 46.186 1.500 69.28
Waiting Area 1 11.756 1.500 17.63

Infront of PA 1 12.027 1.500 18.04
Acadamic Lobby 1 39.770 1.500 59.66

Deductions
D1 -5 1.800 1.500 -13.50
D2 -12 1.500 1.500 -27.00
FD3 -1 1.300 1.500 -1.95
1128.44
Say 1129.00 Sqm
19 Cynder Filling at sunken Slab

Toilet Block
G. Toilet 0 1 3.830 4.300 0.300 0.00
Ladies Toilet 0 1 5.940 2.870 0.300 0.00
0.00
Say 0.00 Cum
20 Plinth protection
All round the Building (as per CAD) 1 1 672.770 1.200 807.32
807.32
Say 808.00 Sqm
21 Railing
Central
86.40
Say 87.00 Sqm
22 Grip bar
Staircase (Flight -1& Flight-2) 4 1 21.40 85.60
Central st.case
107.00
Say 107.00 Rmt

Columns Below Ngl 2 4 0.75 6.00
Columns Below Ngl to FFL 2 4 0.75 6.00
Columns 2 4 0.75 6.00
Plinth beams 2 1 25.80 51.60
Roof beams
Roof beams 2 1 25.80 51.60
Slab 2 1 25.80 51.60
Slab 2 1 2.86 5.72
178.52
Say 179.00 Rmt
24 Mastic pad
Columns Below Ngl 2 4 0.75 0.750 4.50
Columns Below Ngl to FFL 2 4 0.75 0.350 2.10
Columns 2 4 0.75 3.750 22.50

Plinth beams 2 1 25.80 0.400 20.64
Roof beams
Roof beams 2 1 25.80 0.600 30.96
Slab 2 1 25.80 0.150 7.74
Slab 2 1 2.86 0.150 0.86
89.30
Say 90.00 Sqm
24 Aluminium sheet
Columns Below Ngl 2 4 0.75 6.00
Columns Below Ngl to FFL 2 4 0.75 6.00
Columns 2 4 0.75 6.00
Plinth beams 2 1 25.80 51.60
Roof beams
Roof beams 2 1 25.80 51.60
Slab 2 1 25.80 51.60
Slab 2 1 2.86 5.72
178.52
Say 179.00 Rmt
25 False ceiling
3639.00
Say 3639.00 Sqm
4356.00
Say 4356.00 Sqm
27 Wall putty
5346.00
Say 5346.00 Sqm

faces of walls
5346.00
Say 5346.00 Sqm

plastering
2222.00
Say 2222.00 Sqm

plastering
25% 0.00
0.00
Say 0.00 Sqm
MD 2.25 1 3.000 2.600 17.55
17.55
Say 18.00 Sqm

D1 (1.80 X 2.60) 0.75 7 1.800 2.600 24.57
D2 (1.50 X 2.60) 0.75 20 1.500 2.600 58.50
D3 (1.20 X 2.60) 0.75 1 1.200 2.600 2.34
D5 (0.9 X 2.10) 0.75 50 0.900 2.100 70.88
156.29
Say 157.00 Sqm
307.00 Sqm
Say 307.00 Sqm
34 Doors
Wooden Doors
MD (3.00 x 2.60 M) 0 3.000 2.600 0.00
Say 0.00 Sqm
D1 (1.80 X 2.60) 7 1.800 2.600 32.76

Say 32.76 Sqm
D2 (1.50 X 2.60) 20 1.500 2.600 78.00

Say 78.00 Sqm
D3 (1.20 X 2.60) 1 1.200 2.600 3.12

Say 3.12 Sqm
D4 (1 X 2.60) 0 1.000 2.600 0.00

Say 0.00 Sqm
D5 (0.9 X 2.10) 50 0.900 2.100 94.50

Say 94.50 Sqm
D6(0.8 X 2.10) - shutter 31 0.800 2.100 52.08

Say 52.08 sqm
D6 frame
D6 31 5.000 155.00
155.00
Say 155.00 RMT
SD doors
SD (1.00 x 2.10) 0 0.00
0.00
Say 0.00 Nos
35 JALI WALL
JW 0 1.800 1.800 0.00
JW1 0 1.500 1.800 0.00
0.00
Say 0.00 Sqm
35 FD2
FD2(1.50x 2.10) 4 1.500 2.100 12.60
12.60
Say 12.60 Sqm
36 ALD doors
ALD doors 0 1.800 2.600 0.00

0.00
Say 0.00 Sqm
37 Windows
a 2 Track
W1 56 1.800 1.800 181.44
W2 18 1.500 1.800 48.60
W3 2 1.200 1.800 4.32

SW1 1.800 1.800 0.00
SW2 1.500 1.800 0.00
38 Ventilators
V1 19 1.20 0.500 11.40
11.40 Sqm
39
W1 56 1.800 1.800 181.44
W2 18 1.500 1.800 48.60
W3 2 1.200 1.800 4.32
Ventilators
V5 120 1.20 0.500 72.00
306.36
Say 307.00 Sqm
4605.00 Kgs
40 Cupboards
Office Room 1 4.500 2.100 9.45
Record 1 4.500 2.100 9.45
Store 2 2.400 2.100 10.08
Pantry 1 2.100 2.100 4.41
PA 1 2.100 2.100 4.41
Proff & Asst. Proff 8 2.100 2.100 35.28
Addi Director 3 2.100 2.100 13.23
99.54
Say 100.00 Sqm
41 Aluminium partition
Horizontal
Department Rooms 0 2 18.500 3.850 0.00
Additional Director 0 1 10.000 3.850 0.00
Verticals
Additional Director 0 2 3.250 3.850 0.00
0.00
Say 0.00 sqm
i Fixed partition
90% of above quantity 0.9 0.000 0.00
Say 0.00 sqm

ii Fixed partition with door
Say 0.00 sqm
41 Portico Slab
portico
portico Slab 2 8.279 6.700 110.94
Portico Slab 2 72.000 2.650 381.60
492.54
Say 493.00 Sqm
Elevation tiles over Portico@
42 Double height for portico
2 8.279 6.7 110.94
110.94
Say 111.00 Sqm

Columns C2 89 0.750 3.750 250.31
Deductions
W1 -56 1.800 1.800 -181.44
W2 -18 1.500 1.800 -48.60
W3 -2 1.200 1.800 -4.32
V5 -19 0.600 0.500 -5.70
2226.51
Say 2227.00 Sqm

Detailed Estimate - First Floor
under lintels
MD3 2 1 0.300 0.225 0.150 0.02
GD2 2 1 0.300 0.225 0.150 0.02
D1 2 12 0.300 0.225 0.150 0.24
D2 2 15 0.300 0.225 0.150 0.30
D3 2 6 0.300 0.225 0.150 0.12
D5 2 54 0.300 0.225 0.150 1.09
D6 2 10 0.300 0.225 0.150 0.20
Lift door 2 4 0.300 0.225 0.150 0.08
FD2 2 2 0.300 0.225 0.150 0.04
FD3 2 5 0.300 0.225 0.150 0.10
FD5 2 2 0.300 0.225 0.150 0.04
SG 2 3 0.300 0.225 0.150 0.06
W1 2 94 0.300 0.225 0.150 1.90
W2 2 45 0.300 0.225 0.150 0.91
W3 2 5 0.300 0.225 0.150 0.10
V5 2 19 0.300 0.225 0.150 0.38
D5 2 3 0.300 0.100 0.150 0.03
D6 2 49 0.300 0.100 0.150 0.44
Hold fasts
MD3 6 1 0.230 0.225 0.150 0.05
GD2 6 1 0.230 0.225 0.150 0.05
D1 6 12 0.230 0.225 0.150 0.56
D2 6 15 0.230 0.225 0.150 0.70
D3 6 6 0.230 0.225 0.150 0.28
D5 6 54 0.230 0.225 0.150 2.52
D6 6 10 0.230 0.225 0.150 0.47
Lift door 6 4 0.230 0.225 0.150 0.19
FD2 6 2 0.230 0.225 0.150 0.09
FD3 6 5 0.230 0.225 0.150 0.23
FD5 6 2 0.230 0.225 0.150 0.09
SG 4 3 0.230 0.225 0.150 0.09
W1 4 94 0.230 0.225 0.150 2.92
W2 4 45 0.230 0.225 0.150 1.40
W3 4 5 0.230 0.225 0.150 0.16
V5 2 19 0.230 0.225 0.150 0.29
D5 6 3 0.230 0.100 0.150 0.06
D6 6 49 0.230 0.100 0.150 1.01
17.25
Say 18.00 Cum
2 PCC for Steps
Staircase 2 24 1.700 0.300 0.150 3.67
Central Staircase 1 24 2.000 0.300 0.150 2.16
7.36
Say 8.00 cum
3 sill slabs
W1 94 2.100 0.230 0.100 4.54
W2 45 1.800 0.230 0.100 1.86
W3 5 1.500 0.230 0.100 0.17
SG 3 4.800 0.230 0.100 0.33
V5 19 0.900 0.230 0.100 0.39
7.30

Say 8.00 cum
4 Platforms & Lofts
a Platforms
Staff toilets 4 1.800 0.600 4.32
L toilets 2 2.800 0.600 3.36
G toilets 4 2.900 0.600 6.96
central block
Staff toilets 2 1.800 0.600 2.16
L toilets 1 2.800 0.600 1.68
G toilets 1 3.300 0.600 1.98
Histo-lab 1 7.135 0.600 4.28
bio chem lab 2 28.000 0.600 33.60
Research Lab 2 20.000 0.600 24.00
82.34
Say 83.00 Sqm
b Lofts
student External Reading Room 2 10.000 0.600 12.00
Record 2 4.500 0.600 5.40
Store 6 2.400 0.600 8.64
museum 1 9.080 0.600 5.45
Proff & Asst. Proff 8 2.100 0.600 10.08
45.35
Say 46.00 Sqm

Say 129.00 Sqm

student External Reading Room 3 2 10.000 0.450 27.00
Record 3 2 4.500 0.450 12.15
Store 3 6 2.400 0.450 19.44
museum 3 2 9.080 0.600 32.69
Principle & Vice-Principle 3 3 2.100 0.450 8.51
Proff & Asst. Proff 3 8 2.100 0.450 22.68
122.46
Say 123.00 Sqm
5 Columns slab Top to Roof slab

bottom
C2 192 0.750 0.750 3.75 405.00
C3 10 0.900 0.900 3.75 30.38

C1 0.7857 34 0.380 0.380 3.75 14.47
C4 0.7857 2 0.750 0.750 3.75 3.31
238 453.16
Say 454.00 Cum
6 Columns unsupported height upto

6.0 m
Gallary Columns
C2 1 16 0.380 0.380 7.850 18.14
C4 0.7857 6 0.750 0.750 7.850 20.82
38.95
Say 39.00 Cum
7 Lintels
MD3 1 1.660 0.225 0.175 0.07
GD2 1 1.960 0.225 0.175 0.08
D1 12 2.260 0.225 0.175 1.07
D2 15 1.960 0.225 0.175 1.16
D3 6 1.660 0.225 0.175 0.39
D5 54 1.360 0.225 0.175 2.89
D6 10 1.260 0.225 0.175 0.50
Lift door 4 1.660 0.225 0.175 0.26
FD2 2 1.960 0.225 0.175 0.15
FD3 5 1.760 0.225 0.175 0.35
FD5 2 1.360 0.225 0.175 0.11
SG 3 4.960 0.230 0.175 0.60
W1 94 2.260 0.225 0.175 8.36
W2 45 1.960 0.225 0.175 3.47
W3 5 1.660 0.225 0.175 0.33
V5 19 1.060 0.225 0.175 0.79
D5 3 1.360 0.100 0.175 0.07
D6 49 1.260 0.100 0.175 1.08
21.73
Say 22.00 Cum
8 Roof Beams
Central Top Block
Horizontal
A024 TO A043 1 5 53.300 0.3 0.600 47.97
A024 TO A043 1 1 53.300 0.23 0.600 7.36
Deduct columns C2 1 -40 0.750 0.38 0.600 -6.84
Verticals
A024 TO AL24 1 10 10.740 0.6 0.600 38.66
Deduct columns C2 1 -20 0.750 0.6 0.600 -5.40
AL24 TO AH24 1 10 12.861 0.3 0.600 23.15
Deduct columns C2 1 -10 0.750 0.6 0.600 -2.70
Secoundry Beams 1 1 18.213 0.23 0.600 2.51

Horizontal
G22 TO G31 2 3 21.178 0.45 0.600 34.31
Deduct columns 2 -9 0.750 0.45 0.600 -3.65
G31 TO G33 2 3 4.035 0.23 0.500 2.78
Deduct columns 2 -6 0.750 0.23 0.500 -1.04
Secondry Beam 2 2 23.170 0.23 0.500 10.66
T24 TO T33 2 2 23.170 0.23 0.500 10.66
Deduct columns 2 -2 0.750 0.45 0.500 -0.68
X29 TO X31 2 1 6.397 0.23 0.500 1.47
Deduct columns 2 -1 0.750 0.45 0.500 -0.34
AD-20 TO AD-47 1 1 61.495 0.23 0.500 7.07
Deduct columns 1 -2 0.380 0.45 0.500 -0.17
Deduct columns 1 -2 0.750 0.45 0.500 -0.34
Deduct columns 1 -18 0.750 0.45 0.500 -3.04
AC-24 TO AC-47 1 1 57.023 0.23 0.500 6.56
Deduct columns 1 -4 0.380 0.45 0.500 -0.34
AC-24 TO AC-47 1 2 5.310 0.23 0.500 1.22
C16 TO C22 2 1 7.090 0.23 0.500 1.63
Deduct columns 2 -3 0.380 0.45 0.500 -0.51
D18 TO D17 2 1 3.595 0.23 0.500 0.83
Deduct columns 2 -1 0.750 0.23 0.500 -0.17
K17 TO K21 2 4 3.540 0.23 0.500 3.26
K17 TO K21 2 2 9.201 0.23 0.500 4.23
Deduct columns 2 -2 0.380 0.23 0.500 -0.17
Deduct columns 2 -2 0.750 0.23 0.500 -0.35
Verticals
G24 TO Z24 2 2 26.941 0.45 0.600 29.10
Deduct columns 2 -8 0.750 0.45 0.600 -3.24
G31 TO Z24 2 2 25.480 0.45 0.600 27.52
Deduct columns 2 -8 0.750 0.45 0.600 -3.24
G25 TO T25 2 1 21.836 0.45 0.600 11.79
Deduct columns 2 -3 0.750 0.45 0.600 -1.22
T27 TO Z27 2 2 4.960 0.23 0.500 2.28
Deduct columns 2 -2 0.750 0.23 0.500 -0.35
Secondry Beam 2 2 2.260 0.23 0.500 1.04
Secondry Beam 2 2 2.385 0.23 0.500 1.10
Secondry Beam 2 1 26.711 0.23 0.500 6.14
Deduct columns 2 -3 0.380 0.23 0.500 -0.26
V20-AD20 2 1 9.900 0.23 0.500 2.28
Deduct columns 2 -2 0.380 0.23 0.500 -0.17
Z24-AD24 2 3 6.225 0.45 0.600 10.08
Deduct columns 2 -3 6.225 0.45 0.600 -10.08
Z26-AD26 2 2 6.225 0.23 0.500 2.86
Deduct columns 2 -2 5.993 0.23 0.500 -2.76
Near Sunken 2 2 12.950 0.23 0.500 5.96
Deduct columns 2 -3 5.993 0.23 0.500 -4.13
Horizontal
A0-1 TO A0-14 2 10 25.340 0.60 0.600 182.45
Deduct columns 2 -35 0.750 0.60 0.600 -18.90

N-1 TO N7 2 3 10.270 0.60 0.600 22.18
Deduct columns 2 -3 0.750 0.60 0.600 -1.62
F-1 TO F5 2 1 9.124 0.60 0.600 6.57
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
C-1 TO C2 2 1 6.890 0.60 0.600 4.96
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
O6-O12 2 3 4.753 0.23 0.500 3.28
Secondry Beam 2 1 1.990 0.23 0.500 0.46
Secondry Beam 2 2 5.875 0.23 0.500 2.70
O6-O12 2 1 8.910 0.23 0.500 2.05
O12-O14 2 5 10.640 0.60 0.600 38.30
Deduct columns 2 -5 0.750 0.60 0.600 -2.70
Verticals
C1-U1 2 5 26.290 0.23 0.500 30.23
Deduct columns 2 -25 0.750 0.23 0.500 -4.31
W1-AO1 2 5 43.373 0.23 0.500 49.88
Deduct columns 2 -40 0.750 0.23 0.500 -6.90
AK6-W6 2 1 28.700 0.23 0.500 6.60
Deduct columns 2 -6 0.750 0.23 0.500 -1.04
Secondry Beam 2 1 2.500 0.23 0.500 0.58
Secondry Beam 2 1 4.250 0.23 0.500 0.98
Secondry Beam 2 1 5.000 0.23 0.500 1.15
Deduction of Gallary Beams Quantity -166.51

403.76
Say 404.00 Cum
ii) un supported height up to 6.0m for

LECTURE HALL Roof beams
Horizontal
G22 TO G31 2 1 21.178 0.45 0.600 11.44
Deduct columns 2 -9 0.750 0.45 0.600 -3.65
K22TO K31 2 2 21.178 0.6 1.350 68.62
Deduct columns 2 -4 0.750 0.6 1.350 -4.86
Secondry Beam 2 2 23.170 0.23 0.500 10.66
T24 TO T33 2 2 23.170 0.23 0.500 10.66
Deduct columns 2 -2 0.750 0.45 0.500 -0.68
G31 TO G33 2 6 4.487 0.23 0.500 6.19
Deduct columns 2 -6 0.750 0.45 0.500 -2.03
Verticals
G24 TO Z24 2 5 19.631 0.45 0.600 53.00
Deduct columns 2 -10 0.750 0.45 0.600 -4.05
G31 TO Z24 2 2 19.631 0.45 0.600 21.20
166.51
Say 167.00 Cum
9 Roof slab
Central Top Block
AO3-AO6 X AO3-AJ3 2 1 19.110 2.400 91.73
AK9-V9 X AK9-AK6 2 1 28.716 2.400 137.84
357.72

Say 358.00 Sqm
iii) Roof Slab 150mm thick

Central Top Block
A024-A043 X A024-AH24 1 1 53.900 24.130 1300.61
G24-G43 X G24-AD24 1 1 54.050 31.711 1713.98
Sunkens 2 1 12.720 4.000 101.76
Slab Projection Sides 2 1 20.130 1.323 53.26
Slab Projection 2 1 21.178 1.455 61.63
Deduction of LECTURE HALL 2 -1 25.693 21.836 -1122.06
C1-C14 X C1-AO1 2 1 25.800 70.890 3657.92
Elevation Projection 2 1 9.770 2.056 40.17
4771.39
Say 4772.00 Sqm
iv) 150mm thick un supported height up

to 6.0m for LECTURE HALL
LECTURE HALL 2 1 25.693 21.836 1122.06
1122.06
Say 1123.00 Sqm

Mid landing 4 2 1.700 1.700 23.12
Mid landing 1 2 1.700 2.000 6.80
136.77
Say 137.00 Sqm

Central Top Block
Sunkan Slabs 1 1 9.165 5.965 54.67
Sunkan Slabs 1 1 3.360 5.965 20.04
Sunkan Slabs 2 1 11.590 4.000 92.72

Sunkan Slabs 2 1 5.789 6.125 70.92
Sunkan Slabs 2 1 10.660 8.074 172.14

410.48
Say 411.00 Sqm
10 Sunshades
W1 94 2.100 197.40
W2 45 1.800 81.00
W3 5 1.500 7.50
V5 19 0.900 17.10
303.00
Say 303.00 RM

Horizontal
Dedpt of Anatomy
saircase 2 6.490 0.230 3.250 9.70
spare typ 6 10.952 0.230 3.250 49.12
Deduct columns -12 0.750 0.230 3.250 -6.73
non tech typ 4 10.010 0.230 3.850 35.46
Deduct corridor opening -3 2.400 0.230 3.250 -5.38
lift to main entrance 1 8.101 0.230 3.350 6.24
asst. pro to tutors 4 11.046 0.230 3.250 33.03
Deduct columns -8 0.750 0.230 3.250 -4.49
spare 1 11.988 0.230 3.250 8.96
museum 2 12.460 0.230 3.250 18.63
hoisto lab 2 15.568 0.230 3.250 23.27
Deduct columns -5 0.750 0.230 3.250 -2.80
store L shape 1 8.750 0.230 3.250 6.54
Tech satff L shape 1 7.660 0.230 3.250 5.73
corridor H 1 2.400 0.230 3.250 1.79
Verticals
saircase to stair case 4 70.505 0.230 3.350 217.30
Deduct columns -44 0.750 0.230 3.250 -24.67
Deduct columns -5 0.900 0.230 3.250 -3.36
Deduct Openings -1 4.520 0.230 3.250 -3.38
Deduct Openings -1 2.100 0.230 3.250 -1.57
Dissectional hall offset 1 3.000 0.230 3.250 2.24
Fire & ele shaft duct 2 5.760 0.230 3.250 8.61
toilet shaft duct 1 5.500 0.230 3.250 4.11
attache toilet v 1 6.000 0.230 3.250 4.49
attache toilet h 1 1.500 0.230 3.250 1.12
staff toilet 2 5.680 0.230 3.850 10.06
Store 2 4.150 0.230 3.850 7.35
asst.pro to demo 1 21.740 0.230 3.850 19.25
Deduct Openings -1 2.100 0.230 3.850 -1.86
asst.pro 1 9.530 0.230 3.850 8.44
wash area 1 3.800 0.230 3.850 3.36
phc 1 2.100 0.230 3.850 1.86

open to sky 1 24.090 0.230 0.300 1.66
Deduct columns -5 0.750 0.230 3.250 -2.80
Deduct columns -1 0.380 0.230 3.250 -0.28
corridor 1 13.810 0.230 3.250 10.32
central block
Verticals
store to lift 2 20.515 0.230 3.350 31.61
Deduct columns -4 0.750 0.230 3.350 -2.31
corridor typ 4 54.420 0.230 3.350 167.72
Deduct columns -41 0.750 0.230 3.350 -23.69
Deduct Lobby openings -1 5.000 0.230 3.350 -3.85
Deduct columns -4 0.380 0.230 3.350 -1.17
ahu to old book srore 1 54.420 0.230 3.850 48.19
Deduct Lobby openings -1 5.000 0.230 3.850 -4.43
computer to general reading 1 11.600 0.230 3.500 9.34
shaft 2 2.400 0.230 3.500 3.86
ahu & old book srore l shape 2 9.030 0.230 3.850 15.99
Verticals
store 2 4.900 0.230 3.250 7.33
store 9 4.900 0.230 3.850 39.05
stair case 3 5.470 0.230 3.250 12.27
toilet 10 5.470 0.230 3.850 48.44
reading room 2 2.630 0.230 3.850 4.66
general reading room 3 10.500 0.230 3.250 23.55
all rount L toilet Block 1 28.800 0.230 3.350 22.19
shaft H 1 4.000 0.230 3.350 3.08
all rount G toilet Block 1 33.440 0.230 3.350 25.77
shaft H 1 4.000 0.230 3.350 3.08
lobby 2 8.630 0.230 3.250 12.90
connceting corridor 2 3.700 0.230 3.500 5.96
Deduct columns -2 0.380 0.230 3.350 -0.59
connceting corridor 2 12.500 0.230 3.500 20.13
Deduct columns -6 0.380 0.230 3.350 -1.76
Dedpt of Bio-Cemistry Block
saircase 2 6.490 0.230 3.250 9.70
demonstration 5 10.952 0.230 3.250 40.93
Deduct columns -10 0.750 0.230 3.250 -5.61
common faculty room 7 10.010 0.230 3.850 62.05
Deduct corridor opening -3 2.400 0.230 3.850 -6.38
lift to main entrance 1 8.101 0.230 3.350 6.24
P.G Seminor room 3 11.046 0.230 3.250 24.77
Deduct columns -6 0.750 0.230 3.250 -3.36
tutors 2 4.500 0.230 3.850 7.97
clerk 2 6.950 0.230 3.850 12.31
central research lab 3 11.988 0.230 3.250 26.88
space for day care centre 3 15.090 0.230 3.250 33.84
Deduct columns -2 0.750 0.230 3.250 -1.12
corridor H 1 2.400 0.230 3.250 1.79
Verticals
saircase to stair case 4 70.505 0.230 3.350 217.30

Deduct columns -44 0.750 0.230 3.250 -24.67
Deduct columns -5 0.900 0.230 3.250 -3.36
Deduct Openings -1 4.520 0.230 3.250 -3.38
Deduct Openings -1 2.100 0.230 3.250 -1.57
Fire & ele shaft duct 2 5.760 0.230 3.250 8.61
toilet shaft duct 1 5.500 0.230 3.250 4.11
attache toilet v 1 6.000 0.230 3.250 4.49
attache toilet h 1 1.500 0.230 3.250 1.12
staff toilet 2 5.680 0.230 3.250 8.49
asst.pro to hod 2 21.740 0.230 3.850 38.50
Deduct Openings -1 2.400 0.230 3.850 -2.13
clerk room 1 6.900 0.230 3.350 5.32
Demonstration 1 4.950 0.230 3.350 3.81
computer room 1 5.790 0.230 3.850 5.13
wash area 1 3.800 0.230 3.850 3.36
phc 1 2.100 0.230 3.850 1.86
open to sky 1 24.090 0.230 0.300 1.66
Deduct columns -5 0.750 0.230 3.250 -2.80
Deduct columns -1 0.380 0.230 3.250 -0.28
corridor 1 13.810 0.230 3.250 10.32
Deduct columns -9 0.600 0.230 3.250 -4.04
Lift Adjacent 2 2.000 0.230 3.350 3.08
Lift Adjacent 2 2.400 0.230 3.350 3.70
staircase allround 1 26.980 0.230 4.645 28.82
Deductions
MD3 -1 1.200 0.230 2.600 -0.72
GD2 -1 1.500 0.230 2.600 -0.90
D1 -8 1.800 0.230 2.600 -8.61
D2 -15 1.500 0.230 2.600 -13.46
D3 -6 1.200 0.230 2.600 -4.31
D5 -54 0.900 0.230 2.100 -23.47
D6 -10 0.800 0.230 2.100 -3.86
Lift door -4 1.200 0.230 2.100 -2.32
FD2 -2 1.500 0.230 2.100 -1.45
FD3 -5 1.300 0.230 2.100 -3.14
W1 -72 1.800 0.230 1.800 -53.65
W2 -45 1.500 0.230 1.800 -27.95
W3 -5 1.200 0.230 1.800 -2.48
V5 -19 0.600 0.230 0.500 -1.31
SG -3 4.500 0.230 2.100 -6.52
FD5 -2 0.900 0.230 2.100 -0.87
Lintels
MD3 -1 1.660 0.230 0.175 -0.07
GD2 -1 1.960 0.230 0.175 -0.08
D1 -8 2.260 0.230 0.175 -0.73
D2 -15 1.960 0.230 0.175 -1.18
D3 -6 1.660 0.230 0.175 -0.40
D5 -54 1.360 0.230 0.175 -2.96
D6 -10 1.260 0.230 0.175 -0.51

Lift door -4 1.660 0.230 0.175 -0.27
FD2 -2 1.960 0.230 0.175 -0.16
FD3 -5 1.760 0.230 0.175 -0.35
W1 -72 2.260 0.230 0.175 -6.55
W2 -45 1.960 0.230 0.175 -3.55
W3 -5 1.660 0.230 0.175 -0.33
V5 -19 1.060 0.230 0.175 -0.81
SG -3 4.960 0.230 0.175 -0.60
FD5 -2 1.246 0.230 0.175 -0.10
Lecture Gallery
lecture hall H 4 18.905 0.230 4.645 80.79
lecture hall V 4 19.400 0.230 4.645 82.90
4.39 Corridor H 2 4.280 0.230 4.645 9.15
4.39 Corridor V 2 20.560 0.230 0.450 4.26
deductions
D1 -4 1.800 0.230 2.600 -4.31
W1 -22 1.380 0.230 1.800 -12.57
Lintels
D1 -4 2.260 0.230 0.175 -0.36
W1 -22 2.260 0.230 0.175 -2.00
1410.31
Say 1411.00 Cum

Dept. Of anatomy & BIO-
CHEMISTRY
staff toilet female 2 2 2.750 2.400 26.40
staff toilet male 2 2 2.750 2.400 26.40
staff toilet wash basin walls 2 4 0.600 1.000 4.80
L-Toilet 2 5 2.750 2.400 66.00
wash basin walls 2 2 0.600 1.000 2.40
G-Toilet 2 6 0.775 2.400 22.32
wash basin walls 2 3 0.600 1.000 3.60
Central Block
L-Toilet entrance 1 1 3.010 2.400 7.22
L-Toilet 1 2 2.750 2.400 13.20
wash basin walls 1 2 0.600 1.000 1.20
G-Toilet 1 2 0.775 2.400 3.72
wash basin walls 1 2 0.600 1.000 1.20
Toilet block
L Toilets 5 2.650 2.400 31.80
G Toilets 6 2.650 2.400 38.16

C1 0.785 -7 0.380 3.750 -7.83
C2 -89 0.750 3.750 -250.31
C4 0.785 -2 0.750 3.750 -4.42
Window Fins
W1 188 0.600 1.800 203.04
W2 90 0.600 1.800 97.20
W3 10 0.600 1.800 10.80
V5 38 0.600 0.500 11.40
SG 6 0.600 2.100 7.56
Deductions
D5 -3 0.900 2.100 -5.67
D6 -49 0.800 2.100 -82.32
Lintels
D5 -3 1.360 0.175 -0.71
D6 -49 1.260 0.175 -10.80
3435.24
Say 3436.00 sqm
13 TMT STEEL
Columns upto 3.60 mts level 453 250.000 Kgs/Cum 113288.88
Roof beams upto 3.60 mts level 404 250.000 Kgs/Cum 100940.77
level 358 80.000 0.125 Kgs/Cum 3577.19
150mm thick waist slab 137 80.000 0.150 Kgs/Cum 1641.24
level 4771 80.000 0.175 Kgs/Cum 66799.44
Lintels 22 80.000 Kgs/Cum 1738.06
Sunshades 0.6 303 0.063 80.000 Kgs/Cum 909.00
Shelves 122 0.025 80.000 Kgs/Cum 244.93
Sill slabs 7 80.000 Kgs/Cum 584.02
290239.51
Say 290.20 MT
14 Mild Steel
RBM 3436 2.000 Kgs/Sqm 6872.00
RCM facia 20 3.000 Kgs/Sqm 59.20
6931.20
Say 6.93 MT
Qty Same as Common flooring flooring 1465.00

5808.77
Say 5809.00 Sqm

Anatomy
asst.pro 1 20.050 3.850 77.19
Tutors 1 15.960 3.850 61.45

asst.pro 2 15.558 3.850 119.80
H.O.D 1 18.440 3.850 70.99
Demo 1 32.980 3.850 126.97
clerks 1 14.750 3.850 56.79
Spare 1 9.990 3.850 38.46
Spare 1 27.500 3.850 105.88
non teach 1 24.340 3.850 93.71
non teach offset 1 8.320 3.850 32.03
cold store 1 16.840 3.850 64.83
store 1 10.980 3.850 42.27
embalming Room 1 13.510 3.850 52.01
Dessectional Hall 1 86.690 3.850 333.76
spare 1 43.690 3.850 168.21
museum 1 57.630 3.850 221.88
Specimen 2 17.370 3.850 133.75
Tech staff 1 14.860 3.850 57.21
store 1 14.860 3.850 57.21
2.4 wide corridor v 1 39.440 3.850 151.84
2.4 wide corridor v 1 59.402 3.850 228.70
4.75 corridor 1 42.440 3.850 163.39
lift corridor 1 17.950 3.850 69.11
Toilet Corridor 1 13.740 3.850 52.90
2.1 corridor h 1 26.400 3.850 101.64
ass.pro v 1 23.700 3.850 91.25
stair case entrance 1 13.120 3.850 50.51
stair case entrance /offset 2 9.200 3.850 70.84
2.4 wide connecting corridor h 1 39.860 3.850 153.46
2.4 wide connecting corridor v 1 35.680 3.850 137.37
toilt offset 1 4.500 3.850 17.33
DW 1 9.080 3.850 34.96
Central block
store 2 25.600 3.850 197.12
ahu 2 17.920 3.850 137.98
ahu offset 2 8.900 3.850 68.53
librarian 1 17.000 3.850 65.45
assis. Lab &staff 1 18.140 3.850 69.84
Photostat 1 16.990 3.850 65.41
book binders 1 16.450 3.850 63.33
Book issue counter 1 18.460 3.850 71.07
store 1 9.970 3.850 38.38
Student external reading room
entrance 2 46.484 3.850 357.93
Student external reading room 2 59.250 3.850 456.23
AHU/old book store 2 19.150 3.850 147.46
Computer room 1 32.690 3.850 125.86
General reading 1 32.690 3.850 125.86
6 wide corridor v 1 125.332 3.850 482.53
Deduct ramp -2 28.740 3.850 -221.30
central stair case entrance 1 16.460 3.850 63.37
central stair case side 1 13.720 3.850 52.82
lift offset 2 5.380 3.850 41.43
entrance looby 1 15.700 3.850 60.45
2.1 corridor h 1 109.300 3.850 420.81
offse 2 0.540 3.850 4.16
lobby offset 1 10.000 3.850 38.50

Staff toilet female wc 1 4.000 3.850 15.40
Staff toilet male Wash are 1 5.480 3.850 21.10

wc 1 7.800 3.850 30.03
Ladies Toilet
entrnace 1 6.600 3.850 25.41
wash area 1 6.130 3.850 23.60
WCs 2 5.000 3.850 38.50
Gents Toilet
wash Basins 1 9.750 3.850 37.54
urinals 1 5.930 3.850 22.83
WCs 2 5.000 3.850 38.50
janitary 1 6.200 3.850 23.87
PHC 1 9.320 3.850 35.88
P.G Seminar room 1 31.430 3.850 121.01
asst.pro 1 15.600 3.850 60.06
Tutors 1 17.440 3.850 67.14
asst.pro 2 15.600 3.850 120.12
H.O.D 1 17.800 3.850 68.53
asst.pro 1 19.200 3.850 73.92
non teach staff 1 13.800 3.850 53.13
clerks 1 13.900 3.850 53.52
demonstraion 1 27.540 3.850 106.03
Common faculty 1 22.360 3.850 86.09
co ordinator room 1 11.000 3.850 42.35
store 2 15.990 3.850 123.12
studio 1 20.100 3.850 77.39
mounting 1 16.560 3.850 63.76
ante-room 1 17.300 3.850 66.61
Micro-photography 1 15.100 3.850 58.14
artists+medical 1 27.070 3.850 104.22
dark room 1 15.000 3.850 57.75
Space for day care center 1 47.530 3.850 182.99
Histology Lab 1 48.766 3.850 187.75
Histology Lab offset 1 27.640 3.850 106.41
Bio-chem lab 1 60.860 3.850 234.31
central research lab 1 74.350 3.850 286.25
DW 1 5.540 3.850 21.33
4.50 M wide Corridor 1 46.572 3.850 179.30
Offset 1 6.780 3.850 26.10
Demonstration Offset 1 2.240 3.850 8.62
Offset 1 4.520 3.850 17.40
lift corridor 1 17.950 3.850 69.11
Toilet Corridor 1 13.740 3.850 52.90
2.4 wide corridor v 1 40.100 3.850 154.39
Offset 1 4.308 3.850 16.59
2.4 wide corridor v 1 64.640 3.850 248.86
Offset 1 16.220 3.850 62.45
Staff toilet female

wash area 2 1 7.390 3.850 56.90
wc 2 2 5.000 3.850 77.00
Staff toilet male
wash area 2 1 7.850 3.850 60.45
urinals 2 1 2.570 3.850 19.79
wc 2 2 5.000 2.100 42.00
atcahed toilets 2 2 8.600 3.850 132.44
Ladies Toilet
entrnace 2 1 6.140 3.850 47.28
wash area 2 1 4.482 3.850 34.51
b/w wc 2 1 5.230 3.850 40.27
WCs 2 4 5.000 3.850 154.00
Gents Toilet
wash Basins 2 1 8.020 3.850 61.75
urinals 2 1 8.010 3.850 61.68
Passage 2 1 6.000 3.850 46.20
Infront of Wcs 2 1 6.590 2.100 27.68
WCs 2 6 3.500 2.100 88.20
PHC 2 1 7.200 3.850 55.44
Gents Toilet
entrance 1 3.550 3.850 13.67
Passage infront of Wcs 1 8.860 3.850 34.11
Unrinals Space 1 8.580 3.850 33.03
WCs 6 3.500 2.100 44.10
janitary 1 4.600 2.100 9.66
L. Toilet
Entrance 1 4.000 3.850 15.40
wash Basins 1 11.350 2.100 23.84
WCs 6 5.000 2.100 63.00
janitary 1 3.900 2.100 8.19
PHC 1 7.400 3.850 28.49
all round lift 2 8.800 4.000 70.40
all round lift 1 10.600 4.000 42.40
all round lift 1 8.740 4.000 34.96
Srair case 3 sides 4 14.000 4.000 224.00
Srair case 3 sides 2 15.190 4.000 121.52
Srair case 3 sides 1 15.190 4.000 60.76
Deductions
D1 -12 1.500 2.600 -46.80
D2 -15 1.500 2.600 -58.50
D3 -6 1.200 2.600 -18.72
D5 -57 0.900 2.100 -107.73
D6 -59 0.800 2.100 -99.12
FD1 -2 1.500 2.600 -7.80
FD2 -5 1.300 2.600 -16.90
FD3 -2 0.900 2.600 -4.68
Lift door -4 1.200 2.100 -10.08
Lectuture Gallery
lecture Hall typ 2 76.970 5.850 900.55
4.39 Corridor v 2 29.158 5.850 341.15
4.39 Corridor v 2 24.000 1.130 54.24
Toilets -912.77


10389.39
Say 10390.00 Sqm
Say 6234.00 Sqm
Say 4156.00 Sqm
Lecture Gallery
Lecture hall 1 96.240 6.000 577.44
Circular columns 3 2.350 6.000 42.30
Deductions
SG -1 4.500 2.100 -9.45
W1 -22 1.800 1.800 -71.28
Window Fins
W1 -376 0.600 1.800 -406.08
W2 -180 0.600 1.800 -194.40
W3 -20 0.600 1.800 -21.60
V5 -76 0.600 0.500 -22.80
SG -12 0.600 2.100 -15.12
3201.81
Say 3202.00 Sqm
18 Impervious coat at Portico

above portico 1 16.460 6.700 110.28
above portico 1 37.000 8.331 308.25
418.53
Say 419.00 Sqm

Bottom
Toilet Block @anatomy & bio-chemistry

staff toilet 2 1 4.200 6.200 52.08
L- Toilet & G- toilet 2 1 8.300 10.503 174.35
central Block
staff toilet 1 1 3.360 5.660 19.02
L- Toilet & G- toilet 1 1 9.370 5.890 55.19
G-Toilet 1 1 4.000 10.590 42.36
Ladies Toilet 1 1 4.000 6.710 26.84
Toilet Block all round

staff toilet 2 1 20.800 0.300 12.48
L- Toilet & G- toilet 2 1 37.606 0.300 22.56
central Block
staff toilet 1 1 18.040 0.300 5.41
L- Toilet & G- toilet 1 1 30.520 0.300 9.16
G-Toilet 1 1 29.180 0.300 8.75
Ladies Toilet 1 1 21.420 0.300 6.43

434.63
Say 435.00 Sqm
20 RCM Drop
connecting corridor 2 32.890 0.300 19.73
19.73
Say 20.00 Sqm
21 Flooring
DEPT. OF ANATOMY & BIO-
CHEMISTRY
Staff toilet female
wash area 2 1 2.190 2.600 11.39
wc 2 2 1.000 1.500 6.00
Staff toilet male
wash area 2 1 2.190 2.830 12.40
urinals 2 1 1.320 1.230 3.25
wc 2 2 1.000 1.500 6.00
atcahed toilets 2 2 1.500 2.800 16.80
Ladies Toilet
entrnace 2 1 3.340 1.400 9.35
wash area 2 1 2.800 1.682 9.42
b/w wc 2 1 4.230 0.950 8.04
WCs 2 4 1.000 1.500 12.00
Gents Toilet
wash Basins 2 1 2.200 2.910 12.80
urinals 2 1 5.090 2.910 29.62
Passage 2 1 5.000 1.000 10.00
Infront of Wcs 2 1 4.110 1.240 10.19
WCs 2 6 1.000 1.500 18.00
PHC 2 1 2.100 1.500 6.30
CENTRAL BLOCK
Staff toilet female wc 1 1 1.000 1.500 1.50
Staff toilet male Wash are 1 1 1.920 1.780 3.42
wc 1 1 2.900 1.000 2.90
Ladies Toilet
entrnace 1 1 3.000 1.800 5.40
wash area 1 1 1.930 2.100 4.05
WCs 1 2 1.500 1.000 3.00
Gents Toilet
wash Basins 1 1 3.150 3.300 10.40
urinals 1 1 1.600 2.165 3.46
WCs 1 2 1.500 1.000 3.00
janitary 1 1 1.800 1.300 2.34
PHC 1 1 2.310 2.350 5.43
Gents Toilet
entrance 1 1.550 1.000 1.55
Unrinals Space 1 3.540 1.500 5.31
WCs 6 1.500 1.000 9.00
janitary 1 1.300 1.000 1.30
L. Toilet
Entrance 1 1.000 1.000 1.00
wash Basins 1 1.995 3.680 7.34
WCs 6 1.500 1.000 9.00

janitary 1 0.750 1.200 0.90
PHC 1 2.100 1.600 3.36
285.54
Say 286.00 Sqm
a) Vitrified Tile Flooring

Anatomy
asst.pro 1 5.000 5.025 25.13
Tutors 1 4.880 3.100 15.13
asst.pro 2 3.154 4.625 29.17
H.O.D 1 3.150 6.070 19.12
Demo 1 5.000 11.490 57.45
clerks 1 5.000 2.375 11.88
Spare 1 3.150 1.845 5.81
Spare 1 10.000 3.750 37.50
non teach 1 10.000 2.170 21.70
non teach offset 1 3.480 0.680 2.37
cold store 1 4.500 3.920 17.64
store 1 1.570 3.920 6.15
embalming Room 1 3.480 3.275 11.40
Dessectional Hall 1 10.020 33.325 333.92
spare 1 12.465 9.380 116.92
museum 1 12.465 16.350 203.80
Specimen 2 5.935 2.750 32.64
Histology Lab 1 14.863 9.520 141.50
Tech staff 1 2.500 4.930 12.33
store 1 2.500 4.930 12.33
Central block
lecture Hall typ 2 19.580 18.905 740.32
store 2 7.900 4.900 77.42
ahu 2 4.060 4.900 39.79
ahu offset 2 2.260 2.190 9.90
librarian 1 3.025 5.475 16.56
assis. Lab &staff 1 3.600 5.470 19.69
Photostat 1 3.020 5.475 16.53
book binders 1 2.750 5.475 15.06
Book issue counter 1 3.755 5.475 20.56
store 1 3.300 1.685 5.56
entrance 2 18.463 4.779 176.47
Student external reading room 2 19.105 10.520 401.97
AHU/old book store 2 4.725 4.850 45.83
Computer room 1 5.825 10.520 61.28
General reading 1 5.825 10.520 61.28
P.G Seminar room 1 10.110 5.605 56.67
asst.pro 1 4.500 3.300 14.85
Tutors 1 4.500 4.220 18.99
asst.pro 2 4.500 3.300 29.70
H.O.D 1 4.700 4.200 19.74
asst.pro 1 3.450 6.150 21.22
non teach staff 1 3.500 3.400 11.90

clerks 1 3.350 3.600 12.06
demonstraion 1 10.020 3.750 37.58
Common faculty 1 7.280 3.900 28.39
co ordinator room 1 2.500 3.000 7.50
bio-che lab 1 10.020 20.410 204.51
store 2 4.895 3.100 30.35
central research 1 12.460 24.715 307.95
studio 1 7.000 3.050 21.35
mounting 1 5.230 3.050 15.95
ante-room 1 6.150 2.500 15.38
Micro-photography 1 4.350 3.200 13.92
artists+medical 1 10.435 3.100 32.35
dark room 1 4.200 3.300 13.86
Space for day care center 1 14.865 8.900 132.30
Ele.Room 1 3.300 1.680 5.54
3920.03
Say 3921.00 Sqm
c) Flooring in Corridors
Anatomy
Vertical
2.4 wide corridor v 1 18.520 2.400 44.45
2.4 wide corridor v 1 28.501 2.400 68.40
4.75 corridor 1 16.470 4.750 78.23
lift corridor 1 2.230 7.860 17.53
Toilet Corridor 1 1.190 5.680 6.76
2.1 corridor h 1 11.100 2.100 23.31
ass.pro v 1 10.350 1.500 15.53
toilt offset 1 1.500 1.500 2.25
DW 1 3.540 1.000 3.54
Central block
6 wide corridor h 1 56.690 5.976 338.78
Deduct ramp -2 12.370 2.000 -49.48
4.39 Corridor v 2 24.768 4.390 217.46
lift offset 2 1.480 2.410 7.13
entrance looby 1 5.000 5.700 28.50
2.1 corridor h 1 52.550 2.100 110.36
offse 2 4.370 0.200 1.75
lobby offset 1 5.000 5.000 25.00
DW 1 3.540 1.000 3.54
4.50 M wide Corridor 1 18.533 4.753 88.09
Offset 1 5.070 3.390 17.19
Offset 1 1.700 1.120 1.90

lift corridor 1 2.230 7.860 17.53
2.4 wide corridor v 1 17.650 2.400 42.36
Offset 1 1.404 2.500 3.51
2.4 wide corridor v 1 31.120 2.400 74.69
Offset 1 8.110 2.660 21.57
1464.59
Say 1465.00 Sqm
e) Granite Slabs
Entrance Midlanding 1 1.200 1.200 1.44
Lecture hall steps midlanding 1 1.500 2.400 3.60
52.16
Say 53.00 Sqm

83.00
Say 83.00 Sqm

W1 94 1.800 0.225 38.07
W2 45 1.500 0.225 15.19
W3 5 1.200 0.225 1.35
V5 19 0.600 0.225 2.57
57.17
Say 58.00 Sqm
i Treads
Staircase 4 24 1.700 0.300 48.96
lecture hall 2 14 2.400 0.300 20.16
112.32
Say 113.00 Sqm
ii Risers
Staircase 4 27 1.700 0.150 27.54
lecture hall 2 15 2.400 0.150 10.80
62.64
Say 63.00 Sqm
25 Skirting
a) Skirting with Vitrified Tiles
Anatomy
asst.pro 1 20.050 20.05
Tutors 1 15.960 15.96
asst.pro 2 15.558 31.12
H.O.D 1 18.440 18.44

Demo 1 32.980 32.98
clerks 1 14.750 14.75
Spare 1 9.990 9.99
Spare 1 27.500 27.50
non teach 1 24.340 24.34
non teach offset 1 8.320 8.32
cold store 1 16.840 16.84
store 1 10.980 10.98
embalming Room 1 13.510 13.51
Dessectional Hall 1 86.690 86.69
spare 1 43.690 43.69
museum 1 57.630 57.63
Specimen 2 17.370 34.74
Tech staff 1 14.860 14.86
store 1 14.860 14.86
Central block
lecture Hall typ 2 76.970 153.94
store 2 25.600 51.20
ahu 2 17.920 35.84
ahu offset 2 8.900 17.80
librarian 1 17.000 17.00
assis. Lab &staff 1 18.140 18.14
Photostat 1 16.990 16.99
book binders 1 16.450 16.45
Book issue counter 1 18.460 18.46
store 1 9.970 9.97
entrance 2 46.484 92.97
Student external reading room 2 59.250 118.50
AHU/old book store 2 19.150 38.30
Computer room 1 32.690 32.69
General reading 1 32.690 32.69
P.G Seminar room 1 31.430 31.43
asst.pro 1 15.600 15.60
Tutors 1 17.440 17.44
asst.pro 2 15.600 31.20
H.O.D 1 17.800 17.80
asst.pro 1 19.200 19.20
non teach staff 1 13.800 13.80
clerks 1 13.900 13.90
demonstraion 1 27.540 27.54
Common faculty 1 22.360 22.36
co ordinator room 1 11.000 11.00
store 2 15.990 31.98
studio 1 20.100 20.10
mounting 1 16.560 16.56
ante-room 1 17.300 17.30
Micro-photography 1 15.100 15.10
artists+medical 1 27.070 27.07
dark room 1 15.000 15.00
Space for day care center 1 47.530 47.53
1580.09
Say 1581.00 Rmt
b) Skirting with Granite

Staircase 4 1 15.060 60.24
Lecture Hall staircase 2 1 7.100 14.20
220.78
Say 221.00 Rmt

Lift walls 2 2.410 3.175 15.30
Lift walls 2 2.230 3.175 14.16
Deductions
Lift door -4 1.200 2.100 -10.08
19.38
Say 20.00 Sqm

DEPT. OF ANATOMY & BIO-
CHEMISTRY
Staff toilet female
wash area 2 1 7.390 2.100 31.04
wc 2 2 5.000 2.100 42.00
Staff toilet male
wash area 2 1 7.850 2.100 32.97
urinals 2 1 2.570 2.100 10.79
wc 2 2 5.000 2.100 42.00
atcahed toilets 2 2 8.600 2.100 72.24
Ladies Toilet
entrnace 2 1 6.140 2.100 25.79
wash area 2 1 4.482 2.100 18.82
b/w wc 2 1 5.230 2.100 21.97
WCs 2 4 5.000 2.100 84.00
Gents Toilet
wash Basins 2 1 8.020 2.100 33.68
urinals 2 1 8.010 2.100 33.64
Passage 2 1 6.000 2.100 25.20
Infront of Wcs 2 1 6.590 2.100 27.68
WCs 2 6 3.500 2.100 88.20
PHC 2 1 7.200 2.100 30.24
CENTRAL BLOCK
Staff toilet female wc 1 1 4.000 2.100 8.40
Staff toilet male Wash are 1 1 5.480 2.100 11.51
wc 1 1 7.800 2.100 16.38
Ladies Toilet
entrnace 1 1 6.600 2.100 13.86
wash area 1 1 6.130 2.100 12.87
WCs 1 2 5.000 2.100 21.00
Gents Toilet
wash Basins 1 1 9.750 2.100 20.48
urinals 1 1 5.930 2.100 12.45
WCs 1 2 5.000 2.100 21.00
janitary 1 1 6.200 2.100 13.02

PHC 1 1 9.320 2.100 19.57
Gents Toilet
entrance 1 3.550 2.100 7.46
Unrinals Space 1 8.580 2.100 18.02
WCs 6 3.500 2.100 44.10
janitary 1 4.600 2.100 9.66
L. Toilet
Entrance 1 4.000 2.100 8.40
wash Basins 1 11.350 2.100 23.84
WCs 6 5.000 2.100 63.00
janitary 1 3.900 2.100 8.19
PHC 1 7.400 2.100 15.54
Deductions
D5 -17 0.900 2.100 -32.13
D6 -56 0.800 2.100 -94.08
912.77
Say 913.00 Sqm
Anatomy
Vertical
2.4 wide corridor v 1 39.440 1.500 59.16
2.4 wide corridor v 1 59.402 1.500 89.10
4.75 corridor 1 42.440 1.500 63.66
lift corridor 1 17.950 1.500 26.93
Toilet Corridor 1 13.740 1.500 20.61
2.1 corridor h 1 26.400 1.500 39.60
ass.pro v 1 23.700 1.500 35.55
toilt offset 1 4.500 1.500 6.75
DW 1 9.080 1.500 13.62
Central block
6 wide corridor v 1 125.332 1.500 188.00
4.39 Corridor v 2 29.158 1.500 87.47
lift offset 2 5.380 1.500 16.14
entrance looby 1 15.700 1.500 23.55
2.1 corridor h 1 109.300 1.500 163.95
offse 2 0.540 1.500 1.62
lobby offset 1 10.000 1.500 15.00
DW 1 5.540 1.500 8.31
4.50 M wide Corridor 1 46.572 1.500 69.86
Offset 1 6.780 1.500 10.17
Offset 1 4.520 1.500 6.78
lift corridor 1 17.950 1.500 26.93

Toilet Corridor 1 13.740 1.500 20.61
2.4 wide corridor v 1 40.100 1.500 60.15
Offset 1 4.308 1.500 6.46
2.4 wide corridor v 1 64.640 1.500 96.96
Offset 1 16.220 1.500 24.33
Deductions
D1 -10 1.800 1.500 -27.00
D2 15 1.500 1.500 33.75
D3 -6 1.200 1.500 -10.80
D5 -45 0.900 1.500 -60.75
Lift door -4 1.200 1.500 -7.20
FD2 -52 1.500 1.500 -117.00
FD3 -4 1.300 1.500 -7.80
GD2 -1 1.500 1.500 -2.25
W1 -2 1.800 0.700 -2.52
W2 -3 1.500 0.700 -3.15
W3 -1 1.200 0.700 -0.84
1380.65
Say 1381.00 Sqm
29 Dadooing in Labs
Histology Lab 1 48.766 1.500 73.15
Bio-chem lab 1 60.860 1.500 91.29
central research lab 1 74.350 1.500 111.53
Deductions
D2 -6 1.500 1.500 -13.50
D5 -2 0.900 1.500 -2.70
W1 -13 1.800 0.700 -16.38
W2 -1 1.500 0.700 -1.05
283.79
Say 284.00 Sqm

staff toilet 2 1 4.200 6.200 0.300 15.62
L- Toilet & G- toilet 2 1 8.300 10.503 0.300 52.30
Deduct Shaft 2 -1 1.550 2.400 0.300 -2.23

staff toilet 1 1 3.360 5.660 0.300 5.71
L- Toilet & G- toilet 1 1 9.370 5.890 0.300 16.56
G-Toilet 1 1 4.000 10.590 0.300 12.71
Ladies Toilet 1 1 4.000 6.710 0.300 8.05
Deduct Shaft 1 -1 1.830 2.050 0.300 -1.13
Deduct Shaft 1 -1 1.750 0.750 0.300 -0.39
107.20
Say 108.00 Cum
31 Railing
Staircase 4 1 9.400 0.900 33.84
side Entrance 1 1 2.700 0.900 2.43
Central
Staircase 3 1 9.500 0.900 25.65

ramp Entrance 2 1 13.230 0.900 23.81
85.73
Say 86.00 Sqm
32 Grip bar
Staircase 4 1 15.800 63.20
Central st.case
Staircase 3 1 17.300 51.90
lecture hall 2 1 2.800 5.60
120.70
Say 121.00 Rmt
Columns 2 3 0.750 4.50
Roof beams
Roof beams 2 1 25.320 50.64
Slab 2 1 25.320 50.64
105.78
Say 106.00 Rmt
34 Mastic pad
Columns 2 3 0.750 3.750 16.88
Roof beams
Roof beams 2 1 25.320 0.600 30.38
Slab 2 1 25.320 0.150 7.60
54.86
Say 55.00 Sqm
35 Aluminium sheet
Columns 2 3 0.750 4.50
Roof beams
Roof beams 2 1 25.320 50.64
Slab 2 1 25.320 50.64
105.78
Say 106.00 Rmt
36 False ceiling
5386.00
Say 5386.00 Sqm
5809.00
Say 5809.00 Sqm
25 Wall putty
10390.00
Say 10390.00 Sqm

plastering

0.00
Say 0.00 Sqm
faces of walls

10390.00
Say 10390.00 Sqm

plastering
3202.00
Say 3202.00 Sqm

MD3 2.25 1 1.200 2.600 7.02
GD2 2.25 1 1.500 2.600 8.78
8.78
Say 9.00 Sqm

D1 0.75 12 1.800 2.600 42.12
D2 0.75 15 1.500 2.600 43.88
D3 0.75 6 1.200 2.600 14.04
D5 0.75 57 0.900 2.100 80.80
180.83
Say 181.00 Sqm
442.56 Sqm
Say 443.00 Sqm
29 Doors
Wooden Doors
D1 (1.80 X 2.60) 12 1.800 2.600 56.16

Say 56.16 Sqm
D2 (1.50 X 2.60) 16 1.500 2.600 62.40

Say 62.40 Sqm
D3 (1.20 X 2.60) 7 1.200 2.600 21.84

Say 21.84 Sqm
D4 (1 X 2.60) 0 1.000 2.100 0.00

Say 0.00 Sqm
D5 (0.9 X 2.10) 57 0.900 2.100 107.73

Say 107.73 Sqm
D6(0.8 X 2.10) - Shutter 59 0.800 2.100 99.12

Say 99.12 Sqm
D6(0.8 X 2.10) - Frame
59 5.000 295.00
295.00
Say 295.00 RM
30 SD doors
SD (1.00 X 2.10) 1 1.000 2.100 2.10
2.10
Say 2.10 SQM

31 ALD doors
ALD doors 0 1.800 2.600 0.00
0.00
Say 0.00 Sqm
32 Windows
2 Track
W1 94 1.800 1.800 304.56
W2 45 1.500 1.800 121.50
W3 5 1.500 1.800 13.50
2 Track Sliding Windows

SW1 1.800 1.800 0.00
SW2 1.500 1.800 0.00
33 Ventilators
V5 19 0.600 0.500 5.70
5.70 Sqm
34
W1 94 1.800 1.800 304.56
W2 45 1.500 1.800 121.50
W3 5 1.200 1.800 10.80
Ventilators
V5 19 0.600 0.500 5.70
442.56
Say 443.00 Sqm
6645.00 Kgs
33 Cupboards
student External Reading Room 2 10.000 2.100 42.00
Record 2 4.500 2.100 18.90
Store 6 2.400 2.100 30.24
museum 1 9.080 2.100 19.07
Proff & Asst. Proff 8 2.100 2.100 35.28
158.72
Say 159.00 Sqm
34 Aluminium partition
Departmental rooms
Horizontal
Verticals
0.00
Say 0.00 sqm

51.60
Say 52.00 Rmt
20 External naturel Brick tile Cladding

Columns 89 0.750 4.000 4.000
Deductions
W1 -94 1.800 1.800 -304.56
W2 -45 1.500 1.800 -121.50
W3 -5 1.200 1.800 -10.80
V5 -19 0.600 0.500 -5.70
GD2 -1 1.500 2.600 -3.90
SG -3 4.500 2.100 -28.35
MD3 -1 1.200 2.600 -3.12
2934.07
Say 2935.00 Sqm

Detailed Estimate - SECOND FLOOR
under lintels
D2 2 35 0.300 0.225 0.150 0.71
D3 2 3 0.300 0.225 0.150 0.06
D4 2 1 0.300 0.225 0.150 0.02
D5 2 12 0.300 0.225 0.150 0.24
ALD1 2 1 0.300 0.225 0.150 0.02
W1 2 63 0.300 0.225 0.150 1.28
W2 2 119 0.300 0.225 0.150 2.41
W3 2 4 0.300 0.225 0.150 0.08
SW1 2 13 0.300 0.225 0.150 0.26
SW2 2 99 0.300 0.225 0.150 2.00
V5 2 90 0.300 0.225 0.150 1.82
Lift door 2 2 0.300 0.225 0.150 0.04
D3 2 3 0.300 0.100 0.150 0.03
D5 2 42 0.300 0.100 0.150 0.38
D6 2 51 0.300 0.100 0.150 0.46
V5 2 21 0.300 0.100 0.150 0.19
Hold fasts
D2 6 35 0.230 0.225 0.150 1.63
D3 6 3 0.230 0.225 0.150 0.14
D4 6 1 0.230 0.225 0.150 0.05
D5 6 12 0.230 0.225 0.150 0.56
ALD1 6 1 0.230 0.225 0.150 0.05
W1 4 63 0.230 0.225 0.150 1.96
W2 4 119 0.230 0.225 0.150 3.69
W3 4 4 0.230 0.225 0.150 0.12
SW1 4 13 0.230 0.225 0.150 0.40
SW2 4 99 0.230 0.225 0.150 3.07
V5 2 90 0.230 0.225 0.150 1.40
Lift door 6 2 0.230 0.225 0.150 0.09
D3 6 3 0.230 0.100 0.150 0.06
D5 6 42 0.230 0.100 0.150 0.87
D6 6 51 0.230 0.100 0.150 1.06
V5 2 21 0.230 0.100 0.150 0.14
25.30
Say 26.00 Cum
2 PCC for Steps
Staircase 2 24 1.700 0.300 0.150 3.67
7.36
Say 8.00 Cum
3 sill slabs
W1 60 1.800 0.230 0.100 2.48
W2 124 1.500 0.230 0.100 4.28
W3 3 1.200 0.230 0.100 0.08
SW1 11 1.800 0.230 0.100 0.46
SW2 84 1.500 0.230 0.100 2.90
V5 108 0.600 0.230 0.100 1.49
11.69
APMSIDC-MTM MC-DET-SF 1197 OF 3032

Say 12.00 cum
4 Platforms & Lofts
a Platforms
Staff Toilet -M 2 1.823 0.600 2.19
Staff Toilet -F 2 1.470 0.600 1.76
L-toilet B/W the blocks at corriders 2 3.758 0.600 4.51
Gents toilet 4 2.910 0.600 6.98
L-toilet 2 2.800 0.600 3.36
F&M toilets in front of Exam Hall 2 2.670 0.600 3.20
H-toilets in front of Exam Hall 1 0.700 0.600 0.42
Mycology biology Lab -H typ 3 11.863 0.600 21.35
Mycology biology Lab -V typ 3 1.300 0.600 2.34
Micro biology Lab -H 1 11.988 0.600 7.19
Micro biology Lab -V 1 13.978 0.600 8.39
Tech.Staff-H 1 3.535 0.600 2.12
Store-V 1 5.800 0.600 3.48
Store-h 1 1.570 0.600 0.94
Clinical Pathology Lab loger 1 18.990 0.600 11.39
Clinical Pathology Lab shoter 1 9.670 0.600 5.80
Meeting room off set 1 1.890 0.600 1.13
Tech.Staff-V 1 4.800 0.600 2.88
89.46
Say 90.00 Sqm
b Lofts
Mesuem 2 9.000 0.600 10.80
Serology Lab typ 2 7.200 0.600 8.64
Store 1 1.570 0.600 0.94
Immuniology Lab 1 9.600 0.600 5.76
Office4740x3755 1 4.742 0.600 2.85
28.99
Say 29.00 Sqm

Say 119.00 Sqm

Mesuem 3 2 9.000 0.450 24.30
Serology Lab 3 2 7.200 0.450 19.44
Store 3 1 1.570 0.450 2.12
Immuniology Lab 3 1 9.600 0.450 12.96
Office4740x3755 3 1 4.742 0.450 6.40
65.22
Say 66.00 Sqm
5 Columns
C2 192 0.750 0.750 3.75 405.00

C3 10 0.900 0.900 3.75 30.38
C1 0.786 34 0.380 0.380 3.75 14.47
C4 0.786 2 0.750 0.750 3.75 3.31
238 453.16
Say 454.00 Cum
b Columns unsupported height upto

6.0 m

Gallary Columns
C2 1 16 0.380 0.380 7.850 18.14
C4 0.786 6 0.750 0.750 7.850 20.82
38.95
Say 39.00 Cum
6 Lintels
D1 11 2.260 0.230 0.175 1.00
D2 18 1.960 0.230 0.175 1.42
FD1 2 2.260 0.230 0.175 0.18
FD3 4 1.660 0.230 0.175 0.27
D5 52 1.360 0.230 0.175 2.85
D6 6 1.260 0.230 0.175 0.30
lift 4 1.660 0.230 0.175 0.27
SD6 1 1.260 0.230 0.175 0.05
W1 98 2.260 0.230 0.175 8.91
W2 46 1.960 0.230 0.175 3.63
V5 19 0.960 0.225 0.175 0.72
D5 2 1.360 0.100 0.175 0.05
D6 53 1.260 0.100 0.175 1.17
SD6 1 1.260 0.100 0.175 0.02
D6a 1 1.210 0.100 0.175 0.02
20.86
Say 21.00 Cum
7 Roof Beams
Central Top Block
Horizontal
A024 TO A043 1 5 53.300 0.3 0.600 47.97
A024 TO A043 1 1 53.300 0.23 0.600 7.36
Deduct columns C2 1 -40 0.750 0.38 0.600 -6.84
Verticals
A024 TO AL24 1 10 10.740 0.6 0.600 38.66
Deduct columns C2 1 -20 0.750 0.6 0.600 -5.40
AL24 TO AH24 1 10 12.861 0.3 0.600 23.15
Deduct columns C2 1 -10 0.750 0.6 0.600 -2.70
Secoundry Beams 1 1 18.213 0.23 0.600 2.51
Horizontal
G22 TO G31 2 3 21.178 0.45 0.600 34.31
Deduct columns 2 -9 0.750 0.45 0.600 -3.65
G31 TO G33 2 3 4.035 0.23 0.500 2.78
Deduct columns 2 -6 0.750 0.23 0.500 -1.04
Secondry Beam 2 2 23.170 0.23 0.500 10.66
T24 TO T33 2 2 23.170 0.23 0.500 10.66
Deduct columns 2 -2 0.750 0.45 0.500 -0.68
X29 TO X31 2 1 6.397 0.23 0.500 1.47
Deduct columns 2 -1 0.750 0.45 0.500 -0.34
AD-20 TO AD-47 1 1 61.495 0.23 0.500 7.07
Deduct columns 1 -2 0.380 0.45 0.500 -0.17
Deduct columns 1 -2 0.750 0.45 0.500 -0.34
Deduct columns 1 -18 0.750 0.45 0.500 -3.04

AC-24 TO AC-47 1 1 57.023 0.23 0.500 6.56
Deduct columns 1 -4 0.380 0.45 0.500 -0.34
AC-24 TO AC-47 1 2 5.310 0.23 0.500 1.22
C16 TO C22 2 1 7.090 0.23 0.500 1.63
Deduct columns 2 -3 0.380 0.45 0.500 -0.51
D18 TO D17 2 1 3.595 0.23 0.500 0.83
Deduct columns 2 -1 0.750 0.23 0.500 -0.17
K17 TO K21 2 4 3.540 0.23 0.500 3.26
K17 TO K21 2 2 9.201 0.23 0.500 4.23
Deduct columns 2 -2 0.380 0.23 0.500 -0.17
Deduct columns 2 -2 0.750 0.23 0.500 -0.35
Verticals
G24 TO Z24 2 2 26.941 0.45 0.600 29.10
Deduct columns 2 -8 0.750 0.45 0.600 -3.24
G31 TO Z24 2 2 25.480 0.45 0.600 27.52
Deduct columns 2 -8 0.750 0.45 0.600 -3.24
G25 TO T25 2 1 21.836 0.45 0.600 11.79
Deduct columns 2 -3 0.750 0.45 0.600 -1.22
T27 TO Z27 2 2 4.960 0.23 0.500 2.28
Deduct columns 2 -2 0.750 0.23 0.500 -0.35
Secondry Beam 2 2 2.260 0.23 0.500 1.04
Secondry Beam 2 2 2.385 0.23 0.500 1.10
Secondry Beam 2 1 26.711 0.23 0.500 6.14
Deduct columns 2 -3 0.380 0.23 0.500 -0.26
V20-AD20 2 1 9.900 0.23 0.500 2.28
Deduct columns 2 -2 0.380 0.23 0.500 -0.17
Z24-AD24 2 3 6.225 0.45 0.600 10.08
Deduct columns 2 -3 6.225 0.45 0.600 -10.08
Z26-AD26 2 2 6.225 0.23 0.500 2.86
Deduct columns 2 -2 5.993 0.23 0.500 -2.76
Near Sunken 2 2 12.950 0.23 0.500 5.96
Deduct columns 2 -3 5.993 0.23 0.500 -4.13
Horizontal
A0-1 TO A0-14 2 10 25.340 0.60 0.600 182.45
Deduct columns 2 -35 0.750 0.60 0.600 -18.90
N-1 TO N7 2 3 10.270 0.60 0.600 22.18
Deduct columns 2 -3 0.750 0.60 0.600 -1.62
F-1 TO F5 2 1 9.124 0.60 0.600 6.57
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
C-1 TO C2 2 1 6.890 0.60 0.600 4.96
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
O6-O12 2 3 4.753 0.23 0.500 3.28
Secondry Beam 2 1 1.990 0.23 0.500 0.46
Secondry Beam 2 2 5.875 0.23 0.500 2.70
O6-O12 2 1 8.910 0.23 0.500 2.05
O12-O14 2 5 10.640 0.60 0.600 38.30
Deduct columns 2 -5 0.750 0.60 0.600 -2.70
Verticals
C1-U1 2 5 26.290 0.23 0.500 30.23
Deduct columns 2 -25 0.750 0.23 0.500 -4.31
W1-AO1 2 5 43.373 0.23 0.500 49.88
Deduct columns 2 -40 0.750 0.23 0.500 -6.90
AK6-W6 2 1 28.700 0.23 0.500 6.60
Deduct columns 2 -6 0.750 0.23 0.500 -1.04

Secondry Beam 2 1 2.500 0.23 0.500 0.58

Secondry Beam 2 1 4.250 0.23 0.500 0.98
Secondry Beam 2 1 5.000 0.23 0.500 1.15

403.76
Say 404.00 Cum
ii) un supported height up to 6.0m for

LECTURE HALL Roof beams
Horizontal
G22 TO G31 2 1 21.178 0.45 0.600 11.44
Deduct columns 2 -9 0.750 0.45 0.600 -3.65
K22TO K31 2 2 21.178 0.6 1.350 68.62
Deduct columns 2 -4 0.750 0.6 1.350 -4.86
Secondry Beam 2 2 23.170 0.23 0.500 10.66
T24 TO T33 2 2 23.170 0.23 0.500 10.66
Deduct columns 2 -2 0.750 0.45 0.500 -0.68
G31 TO G33 2 6 4.487 0.23 0.500 6.19
Deduct columns 2 -6 0.750 0.45 0.500 -2.03
Verticals
G24 TO Z24 2 5 19.631 0.45 0.600 53.00
Deduct columns 2 -10 0.750 0.45 0.600 -4.05
G31 TO Z24 2 2 19.631 0.45 0.600 21.20
166.51
Say 167.00 Cum
8 Roof slab
Central Top Block
AO3-AO6 X AO3-AJ3 2 1 19.110 2.400 91.73
AK9-V9 X AK9-AK6 2 1 28.716 2.400 137.84
357.72
Say 358.00 Sqm

Central Top Block
A024-A043 X A024-AH24 1 1 53.900 24.130 1300.61
G24-G43 X G24-AD24 1 1 54.050 31.711 1713.98
Sunkens 2 1 12.720 4.000 101.76
Slab Projection Sides 2 1 20.130 1.323 53.26
Slab Projection 2 1 21.178 1.455 61.63
Deduction of LECTURE HALL 2 -1 25.693 21.836 -1122.06
C1-C14 X C1-AO1 2 1 25.800 70.890 3657.92

4771.39
Say 4772.00 Sqm

Mid landing 4 2 1.700 1.700 23.12
Mid landing 1 2 1.700 2.000 6.80
136.77
Say 137.00 Sqm

Central Top Block
Sunkan Slabs 1 1 9.165 5.965 54.67
Sunkan Slabs 1 1 3.360 5.965 20.04
Sunkan Slabs 2 1 11.590 4.000 92.72
Sunkan Slabs 2 1 5.789 6.125 70.92
Sunkan Slabs 2 1 10.660 8.074 172.14
410.48
Say 411.00 Sqm
ii) 150mm thick un supported height up

to 6.0m for LECTURE HALL
LECTURE HALL 2 1 25.693 21.836 1122.06
Between LECTURE HALL 1 1 15.920 5.310 84.54
1206.60
Say 1207.00 Sqm
9 Sunshades
W1 98 2.100 205.80
W2 46 1.800 82.80
V5 19 0.900 17.10
305.70
Say 306.00 RM

Horizontal
Microbiology Block
Stair case walls Typ 2 6.496 0.230 3.250 9.71
Medical&HVAC shaft-H Typ 1 3.700 0.230 3.825 3.26
Teaching room walls Typ 5 10.952 0.230 3.250 40.93
Deduct columns Typ -10 0.750 0.230 3.500 -6.04

Media Prep. Walls Typ 6 7.614 0.230 3.825 40.19
Toilets beside Cut Out-H Typ 1 4.485 0.230 3.825 3.95
Toilets urinal -H wall Typ 2 4.400 0.230 3.825 7.74
Wash Basin wall Typ 1 1.660 0.230 3.825 1.46
Fire & ELE shaft Typ 2 0.900 0.230 3.825 1.58
Parasitology Lab Typ 1 6.403 0.230 3.825 5.63
Serology Lab-H Typ 1 4.000 0.230 3.825 3.52
Micro Biology Lab Longer wall-H Typ 1 14.863 0.230 3.825 13.08
Store room Typ 2 2.645 0.230 3.825 4.65
Tech.Staff Typ 1 4.850 0.230 3.825 4.27
Mycology Lab-H Typ 4 12.465 0.230 3.825 43.86
Asst.Prof Typ 2 3.450 0.230 3.250 5.16
H.O.D room Typ 2 4.700 0.230 3.250 7.03
Toilets Typ 3 1.730 0.230 3.500 4.18
Asso.Prof.-Spare room Typ 4 4.500 0.230 3.825 15.84
Tutors-1 & 2 Typ 2 2.800 0.230 3.825 4.93
Spare room Typ 1 4.050 0.230 3.825 3.56
Clerk & Non-Teach Staff Typ 2 3.350 0.230 3.825 5.89
Lift wall-H Typ 1 2.000 0.230 3.350 1.54
All Around-H wall Typ 2 26.750 0.230 3.250 39.99
VERTICALS
Outer Long Length wall-V 1 71.035 0.230 3.500 57.18
Outer Long Length wall-V 1 68.950 0.230 3.500 55.50
Deduct columns -14 0.750 0.230 3.500 -8.45
Deduct columns -14 0.900 0.230 3.500 -10.14
Stair case walls-V 1 4.600 0.230 3.350 3.54
Staff toilet Male-V 1 2.838 0.230 3.825 2.50
Staff toilet Female-V 1 2.485 0.230 3.825 2.19
Medical&HVAC shaft-V 2 0.800 0.230 3.825 1.41
Teaching room- Virology Lab 1 33.968 0.230 3.825 29.88
Media Prep. To Stair case wall-V 1 25.000 0.230 3.350 19.26
Deduct columns -5 0.750 0.230 3.825 -3.30
Deduct columns -1 0.900 0.230 3.250 -0.67
Parasitology Lab Typ 3 8.605 0.230 3.825 22.71
Deduct columns -2 0.900 0.230 3.825 -1.58
Store room 1 5.800 0.230 3.825 5.10
Micro biology lab-Immunology lab 1 30.143 0.230 3.825 26.52
Deduct columns -6 0.750 0.230 3.500 -3.62
Teaching Staff in Microbiology lab-V 1 2.500 0.230 3.825 2.20
Asst.Prof.Room 2 6.150 0.230 3.825 10.82
Toilets 1 3.571 0.230 3.825 3.14

Ass.pro.-Spare room 1 12.715 0.230 3.350 9.80
Spare 4050x3525 Typ 2 3.525 0.230 3.350 5.43
Non-Teach to Tutors-1 1 13.194 0.230 3.350 10.17
Deduct columns -4 0.750 0.230 3.350 -2.31
Deduct columns -1 0.900 0.230 3.350 -0.69
Lift wall-V 1 2.400 0.230 3.350 1.85
Conecting Corridors-H 1 10.571 0.230 0.900 2.19
Conecting Corridors-V 1 2.123 0.230 0.900 0.44
Conecting Corridors-H near L-toilets 2 6.138 0.230 0.900 2.54
Deduct columns Circular COL -4 0.380 0.230 3.500 -1.22
Ladies Toiletwall-H & Shaft Typ 4 3.540 0.230 3.825 12.46
Ladies Toiletwall-V Typ 2 8.090 0.230 3.825 14.23
L-Toilet 100mm Wall Typ 5 6.250 0.230 3.825 27.49
Jani -V 1 0.775 0.230 3.825 0.68
Jani -H 1 1.430 0.230 3.825 1.26
Shaft-V 1 1.360 0.230 3.825 1.20
Corrider -V Typ 2 9.600 0.230 0.900 3.97
Corrider -H Typ 2 1.810 0.230 0.900 0.75
DED of Circular COL -5 0.380 0.230 3.825 -1.67
central Block
Store room-H Typ 1 7.900 0.230 3.350 6.09
Store room-V Typ 2 4.900 0.230 3.350 7.55
Stair Case-H 1 2.400 0.230 3.250 1.79
AHU -H Typ 2 4.063 0.230 3.825 7.15
AHU -V Typ 1 4.900 0.230 3.825 4.31
AHU off set-H Typ 2 2.195 0.230 3.825 3.86
HVAC shaft-H Typ 2 0.800 0.230 3.825 1.41
Fire & Service Gas Shaft-H Typ 2 1.300 0.230 3.825 2.29
HVAC&Fire&Service Gas Shaft-V Typ 3 2.260 0.230 3.825 5.96
Stair Cae wall-H Typ 2 5.750 0.230 3.350 8.86
Stair Cae wall-V Typ 2 7.740 0.230 3.350 11.93
Deduct of Circular columns -2 0.380 0.230 3.350 -0.59
Lift-H Typ 2 1.970 0.230 3.250 2.95
Lift-V Typ 2 2.410 0.230 3.250 3.60
HVAC&Fire&Service Gas Shaft-V Typ 3 2.260 0.230 3.825 5.96
AHU Room-H Typ 2 5.070 0.230 3.350 7.81
AHU Room-V Typ 2 4.900 0.230 3.350 7.55
AHU oOff set-H 2 1.485 0.230 3.350 2.29
Stair case & store room wall-V Typ 2 4.900 0.230 3.350 7.55
3.9mm wide corrider-H 1 51.935 0.230 0.900 10.75
2.4mm Corrider-V Typ 4 8.634 0.230 0.900 7.15
Shaft&L-Toilets-V Typ 4 3.091 0.230 3.825 10.88
Shaft&L-Toilets-H 1 9.530 0.230 3.500 7.67
Stair Case in front of Exam Hall-H 1 7.090 0.230 3.250 5.30
Stair Case in front of Exam Hall-V 1 5.191 0.230 3.250 3.88
Exam hall-H Typ 4 26.160 0.230 3.250 78.22
Exam Hall-V Typ 3 18.180 0.230 3.850 48.30
Toilet outer long wall male-H Typ 1 9.475 0.230 3.250 7.08
Toilet wall male-H short wall Typ 1 6.553 0.230 3.850 5.80
Toilet male -V Typ 1 3.201 0.230 3.500 2.58
SHAFT-H Typ 1 1.839 0.230 3.825 1.62
SHAFT-V Typ 2 1.235 0.230 3.825 2.17

Stair case wall-H Typ 1 7.000 0.230 3.500 5.64
Stair case wall-H Typ 1 5.191 0.230 3.500 4.18
2.4M corrider B/W lecture hall and
Physiology-H Typ 2 1.800 0.230 0.900 0.75
2.4M corrider B/W lecture hall and
Physiology-V Typ 2 10.203 0.230 0.900 4.22
Lades toilet&Shaft-H Typ 3 3.540 0.230 3.825 9.34
Lades toilet&Shaft-V Typ 2 11.490 0.230 3.825 20.22
Toilet wall-H 100mm Typ 6 1.500 0.230 3.825 7.92
Toilet wall-V100mm Typ 6 1.050 0.230 3.825 5.54
Ded of col Typ -32 0.750 0.230 3.250 -17.94
PHYSIOLOGY
H.O.D room-H Typ 2 4.700 0.230 3.825 8.27
H.O.D room-V Typ 2 3.800 0.230 3.825 6.69
Toilet wall-H 2 1.500 0.230 3.825 2.64
Asst.Proof.-H 2 3.450 0.230 3.825 6.07
Asst.Proof.-V 2 6.150 0.230 3.825 10.82
Asso.Proof.-H typ 4 4.500 0.230 3.825 15.84
Asso.Proof.-V 1 12.945 0.230 3.825 11.39
Non teach staff-H typ 3 3.500 0.230 3.825 9.24
Non teach staff-V typ 2 8.121 0.230 3.825 14.29
Tutors 2-H 2 4.050 0.230 3.250 6.05
Tutors 2-V 2 3.525 0.230 3.825 6.20
Tutors-1-H 1 2.800 0.230 2.600 1.67
Tutors-1-V 2 4.770 0.230 2.600 5.70
Lift-H 2 2.000 0.230 3.250 2.99
Lift-V 2 2.400 0.230 3.250 3.59
Ded of col -11 0.900 0.230 3.250 -7.40
Stair case-H 2 6.665 0.230 3.250 9.96
Stair case-V 2 4.600 0.230 3.250 6.88
Staff Toilet-H M&F 2 3.740 0.230 3.825 6.58
Staff Toilet-V M&F 2 2.834 0.230 3.825 4.99
Duct beside F&M toilet-H 2 1.100 0.230 3.250 1.64
Duct beside F&M toilet-V 2 5.668 0.230 3.250 8.47
Office-h 2 4.470 0.230 3.250 6.68
Office-V 2 6.735 0.230 3.250 10.07
Clerks-H 2 5.045 0.230 3.825 8.88
Clerks-V 2 2.495 0.230 3.825 4.39
Meeting room-h 2 3.350 0.225 3.825 5.77
Meeting room-V 2 3.950 0.225 3.825 6.80
Meeting room off set-V 1 1.890 0.225 3.825 1.63
Conference-H 2 6.435 0.225 3.825 11.08
Conference-v 2 3.950 0.225 3.825 6.80
Teaching room&Clinical Pathology-H 3 10.020 0.225 3.825 25.87
Teaching room&Clinical Pathology-V 2 26.918 0.225 3.250 39.37

Ded of coloumns -10 0.900 0.225 3.250 -6.58
Ded of coloumns -4 0.900 0.225 3.825 -3.10
Store&Tech Staff room-H 2 3.690 0.225 3.825 6.35
Store&Tech Staff room-V 3 5.525 0.225 3.825 14.26
Toilet G&L-H 2 4.300 0.225 3.825 7.40
Toilet G&L-V 3 3.076 0.225 3.825 7.94
PHC toilet-h 2 3.300 0.225 3.825 5.68
PHC toilet-V 2 1.500 0.225 3.825 2.58
toilet G 100mm-H 5 1.500 0.225 3.825 6.45
toilet L 100mm-V 4 1.550 0.225 3.825 5.34
Stair case-H 2 4.620 0.225 3.250 6.76
Stair case-v 2 7.439 0.225 3.250 10.88
DED of Col -6 0.900 0.225 3.250 -3.95
DED of Col -2 0.900 0.225 3.825 -1.55
wall b/w toilet and Duct -V 1 2.250 0.225 3.825 1.94
Skill Lab-H 2 12.465 0.225 3.250 18.23
Skill Lab-V 2 43.550 0.225 3.250 63.69
Skill lab offset-H 2 2.400 0.225 3.825 4.13
Skill lab offset-V 2 18.045 0.225 3.825 31.06
Fire Shaft&ELE shaft-H 2 0.900 0.225 3.825 1.55
Fire Shaft&ELE shaft-V 2 2.630 0.225 3.825 4.53
Ded of col Typ -33 0.900 0.230 3.250 -22.20
Deductions
D1 -11 1.800 0.230 2.600 -11.84
D2 -18 1.500 0.230 2.600 -16.15
FD1 -2 1.800 0.230 2.600 -2.15
FD3 -4 1.200 0.230 2.600 -2.87
D5 -52 0.900 0.230 2.100 -22.60
D6 -6 0.800 0.230 2.100 -2.32
lift -4 1.200 0.230 2.100 -2.32
SD6 -1 0.800 0.230 2.100 -0.39
W1 -98 1.800 0.230 1.800 -73.03
W2 -46 1.500 0.230 1.800 -28.57
V5 -19 0.600 0.230 0.500 -1.31
Lintels
D1 -11 2.260 0.230 0.175 -1.00
D2 -18 1.960 0.230 0.175 -1.42
FD1 -2 2.260 0.230 0.175 -0.18
FD3 -4 1.660 0.230 0.175 -0.27
D5 -52 1.360 0.230 0.175 -2.85
D6 -6 1.260 0.230 0.175 -0.30
lift -4 1.660 0.230 0.175 -0.27
SD6 -1 1.260 0.230 0.175 -0.05
W1 -98 2.260 0.230 0.175 -8.91
W2 -46 1.960 0.230 0.175 -3.63
V5 -19 0.960 0.230 0.175 -0.73
Lecture Gallery
lecture hall H 4 18.905 0.230 4.645 80.79
lecture hall V 4 19.400 0.230 4.645 82.90
4.39 Corridor H 2 4.280 0.230 4.645 9.15
4.39 Corridor V 2 20.560 0.230 0.450 4.26
deductions
D1 -4 1.800 0.230 2.600 -4.31
W1 -22 1.380 0.230 1.800 -12.57
Lintels
D1 -4 2.260 0.230 0.175 -0.36

W1 -22 2.260 0.230 0.175 -2.00
1260.76
Say 1261.00 Cum

Academic block 1 &2
L-Toilet 2 5 2.750 2.400 66.00
wash basin walls 2 2 0.600 1.000 2.40
G-Toilet 2 6 0.775 2.400 22.32
wash basin walls 2 3 0.600 1.000 3.60
Central Block
toilet female h 1 1 4.700 2.400 11.28
toilet female b 1 1 1.500 2.400 3.60
toilet male h 1 1 1.500 2.400 3.60
toilet male v 1 1 3.950 2.400 9.48
L Toilets 5 2.650 2.400 31.80
G Toilets 6 2.650 2.400 38.16
Electronics & control room-V 2 3.200 3.850 24.64
Electronics & control room-H 2 2.330 3.850 17.94
Strong room-H 1 3.885 3.850 14.96
Strong room-V 2 2.230 3.850 17.17
Invigilator Office-H 2 4.800 3.850 36.96
Invigilator Office-V 2 3.200 3.850 24.64
C1 0.785 -7 0.380 3.750 -7.83
C2 -89 0.750 3.750 -250.31
C4 0.785 -2 0.750 3.750 -4.42
Window Fins
W1 196 0.600 1.800 211.68
W2 98 0.600 1.800 105.84
V5 38 0.600 0.500 11.40
SG 6 0.600 2.100 7.56
Deductions
D5 -2 0.900 2.100 -3.78
D6 -53 0.800 2.100 -89.04
SD6 -1 0.800 2.100 -1.68
D6a -1 0.750 2.100 -1.58
Lintels
D5 -2 1.360 0.175 -0.48
D6 -53 1.260 0.175 -11.69
SD6 -1 1.260 0.175 -0.22
D6a -1 1.210 0.175 -0.21
3587.35
Say 3588.00 sqm
12 TMT STEEL
Columns upto 3.60 mts levael 454 250.000 Kgs/Cum 113500.00
Roof beams 404 225.000 Kgs/Cum 90900.00

125mm thick Roof slab 358 80.000 0.125 Kgs/Cum 3580.00
Lintels 21 80.000 Kgs/Cum 1680.00
Shelves 66 0.025 80.000 Kgs/Cum 132.00
276782.19
Say 276.80 MT
13 Mild Steel
RBM 3588 2.000 Kgs/Sqm 7176.00
7236.00
Say 7.24 MT
6142.77
Say 6143.00 Sqm

Block-1
Tutors-2 1 15.140 3.850 58.29
Spare 1 14.604 3.850 56.23
Tutors-1 1 15.640 3.850 60.21
Spare 1 14.510 3.850 55.86
Clerks 1 14.360 3.850 55.29
Asso.Pro. 1 15.670 3.850 60.33
Non-Teach Staff 1 14.820 3.850 57.06
Asso.Pro. 1 14.320 3.850 55.13
Asso.Pro. 1 15.550 3.850 59.87
H.O.D 1 17.000 3.850 65.45
Asst.Prof. 1 19.200 3.850 73.92
Teaching Room 1 35.020 3.850 134.83
Medical Gas Shaft 1 3.600 3.850 13.86
ELE& HVAC Shaft 2 4.000 3.850 30.80
Museum 1 36.150 3.850 139.18
Spare 1 33.340 3.850 128.36
Media Prep. 1 21.850 3.850 84.12
Auto Clave& Eash 2 21.850 3.850 168.25
Store 1 16.890 3.850 65.03
Micro-Biology Lab Offset 1 10.270 3.850 39.54

Ded of Tech.Staff in Micro-Biology Lab 1 14.700 3.850 56.60

TEACH.STAFF 1 14.700 3.850 56.60
Exam Halls 2 88.680 3.850 682.84
Electronics&Control Rooms 2 11.060 3.850 85.16
Strong Room 1 12.230 3.850 47.09
Invigilator Office 1 16.000 3.850 61.60
Open to Sky 1 45.530 3.850 175.29
2.4 wide corridor v 1 -2.400 3.850 -9.24
2.4 wide corridor v 1 -4.800 3.850 -18.48
4.75 corridor 1 -4.700 3.850 -18.10
lift corridor 1 0.000 3.850 0.00
2.1 corridor h 1 -2.100 3.850 -8.09
offset 1 -6.000 3.850 -23.10
ass.pro v 1 -1.500 3.850 -5.78
2.4 wide connecting corridor v 1 -4.800 3.850 -18.48
toilt offset 1 0.000 3.850 0.00
DW 1 -3.540 3.850 -13.63
central Block 0.00
Store 2 25.600 3.850 197.12
AHU 1 17.920 3.850 68.99
AHU Offset 1 8.896 3.850 34.25
HVAC Shaft in AHU 1 5.600 3.850 21.56
Fire&Service Gas Shaft 2 4.600 3.850 35.42
AHU 1 19.940 3.850 76.77
AHU Off Set 1 7.490 3.850 28.84
HVAC Shaft in AHU 1 5.600 3.850 21.56
Electrical & ELV Shaft 2 4.000 3.850 30.80
6 wide corridor h 1 -26.000 3.850 -100.10
central stair case side 1 -1.370 3.850 -5.27
lift offset 2 0.000 3.850 0.00
2.1 corridor h 1 0.000 3.850 0.00
offset 1 -1.920 3.850 -7.39
2.4 corridor v 2 0.000 3.850 0.00
offset 2 -3.000 3.850 -23.10
Ladies Toilet
entrnace 1 1 10.800 2.100 22.68
WCs 1 3 6.000 2.100 37.80
Gents Toilet
entrance 1 1 5.120 2.100 10.75
wash Basins 1 1 14.600 2.100 30.66
WCs 1 3 5.000 2.100 31.50
PHC 1 1 9.000 2.100 18.90
Gents Toilet

entrance 1 5.100 2.100 10.71
Unrinals Space 1 6.670 2.100 14.01
WCs 6 5.000 2.100 63.00
janitary 1 4.600 2.100 9.66
L. Toilet
Entrance 1 3.000 2.100 6.30
wash Basins 1 9.955 2.100 20.91
WCs 6 5.000 2.100 63.00
janitary 1 3.900 2.100 8.19
PHC 1 7.400 2.100 15.54
DEPT. OF PHYSIOLOGY
Tutors 1 15.140 3.850 58.29
Asso.Pro. 1 14.510 3.850 55.86
Spare 1 15.670 3.850 60.33
Asso.Pro. 1 14.200 3.850 54.67
Asso.Pro. 1 15.670 3.850 60.33
H.O.D 1 17.000 3.850 65.45
Asst.Prof. 1 19.200 3.850 73.92
Non-Teach Staff 1 14.820 3.850 57.06
Clerks 1 14.360 3.850 55.29
Spare 1 15.640 3.850 60.21
Tutors 1 15.150 3.850 58.33
Clerks 1 15.080 3.850 58.06
Office 1 16.990 3.850 65.41
Office 1 14.980 3.850 57.67
Conference 1 20.770 3.850 79.96
Meeting room 1 14.600 3.850 56.21
Teaching Room 1 35.440 3.850 136.44
Store&Tech.Staff 2 18.430 3.850 141.91
2.4 wide connecting corridor h 1 -3.500 3.850 -13.48
2.4 wide connecting corridor v 1 -2.400 3.850 -9.24
DW 1 0.000 3.850 0.00
4.50 M wide Corridor 1 -4.730 3.850 -18.21
Offset 1 -3.390 3.850 -13.05
Offset 1 -2.240 3.850 -8.62
lift corridor 1 0.000 3.850 0.00
Toilet Corridor 1 -5.600 3.850 -21.56
2.4 wide corridor v 1 -2.400 3.850 -9.24
Offset 1 0.000 3.850 0.00
2.4 wide corridor v 1 -2.400 3.850 -9.24
Offset 1 -8.110 3.850 -31.22
Staff toilet female
wash area 2 1 7.390 3.850 56.90
wc 2 2 5.000 2.100 42.00
Staff toilet male
wash area 2 1 5.020 3.850 38.65
urinals 2 1 3.780 3.850 29.11
wc 2 2 5.000 2.100 42.00
atcahed toilets 2 2 8.600 3.850 132.44
Ladies Toilet
entrnace 2 1 6.140 3.850 47.28

wash area 2 1 4.482 3.850 34.51
b/w wc 2 1 5.230 2.100 21.97
WCs 2 4 5.000 2.100 84.00
Gents Toilet
wash Basins 2 1 8.020 3.850 61.75
urinals 2 1 8.010 3.850 61.68
Passage 2 1 6.000 3.850 46.20
Infront of Wcs 2 1 6.590 3.850 50.74
WCs 2 6 3.500 2.100 88.20
PHC 2 1 7.200 2.100 30.24
Labs
Virology Lab 1 42.820 3.850 164.86
Parasitology Lab 1 30.360 3.850 116.89
DED of Fire SHAFT in Parasitology Lab
1 4.400 3.850 16.94
DED of ELE SHAFT in Parasitology
Lab 1 4.000 3.850 15.40
Fire SHAFT in Parasitology Lab 1 4.400 3.850 16.94
ELE SHAFT in Parasitology Lab 1 4.000 3.850 15.40
Serology Lab 1 25.560 3.850 98.41
Bacteriology 1 29.480 3.850 113.50
Micro-Biology Lab 1 58.596 3.850 225.59

Mycology Lab 1 34.090 3.850 131.25
Immunology Lab 1 33.630 3.850 129.48
CLINICAL PATHOLOGY LAB 1 58.020 3.850 223.38
Skills Lab 1 112.030 3.850 431.32
Skills Lab Offset 1 40.430 3.850 155.66
all round lift 2 8.800 4.000 70.40
all round lift 1 10.600 4.000 42.40
all round lift 1 8.740 4.000 34.96
Srair case 3 sides 4 14.000 4.000 224.00
Srair case 3 sides 2 15.190 4.000 121.52
Srair case 3 sides 1 15.190 4.000 60.76
Lecture Gallery
lecture Hall typ 2 76.970 5.850 900.55
4.39 Corridor v 2 29.158 5.850 341.15
4.39 Corridor v 2 24.000 1.130 54.24
Deductions
D1 -11 1.800 2.100 -41.58
D2 -18 1.500 2.100 -56.70
D5 -51 0.900 2.100 -96.39
D6 -61 0.900 2.100 -115.29
FD1 -2 1.500 2.100 -6.30
Lift door -4 1.200 2.100 -10.08
Toilets -934.97
5768.28
Say 5769.00 Sqm

Say 3461.00 Sqm

Say 2307.00 Sqm
deduct lecture gallary 1 -780.000 -780.00
Window Fins
W1 392 0.600 1.800 423.36
W2 184 0.600 1.800 198.72
V5 76 0.600 0.500 22.80
SG 12 0.600 2.100 15.12
Deductions
W1 -73 1.800 1.800 -236.52
W2 -45 1.500 1.800 -121.50
V5 -19 0.600 0.500 -5.70
SG -2 4.500 2.100 -18.90
Lecture Gallery
Lecture hall 1 96.240 6.000 577.44
Deductions
SG -1 4.500 2.100 -9.45
W1 -22 1.800 1.800 -71.28
6562.95
Say 6563.00 Sqm
Bottom
block 1&2
staff toilet 2 1 4.200 6.200 52.08
L- Toilet & G- toilet 2 1 8.300 10.503 174.35
central Block
L- Toilet & G- toilet 1 1 8.050 3.200 25.76
G-Toilet 1 1 4.000 10.590 42.36
Ladies Toilet 1 1 4.000 6.710 26.84
Toilet Block all round
block 1&2
staff toilet 2 1 20.800 0.300 12.48
L- Toilet & G- toilet 2 1 37.606 0.300 22.56
central Block
L- Toilet & G- toilet 1 1 22.500 0.300 6.75
G-Toilet 1 1 29.180 0.300 8.75
Ladies Toilet 1 1 21.420 0.300 6.43
378.36
Say 379.00 Sqm
18 RCM Drop
Connecting Corriodor end wall 1 2 32.890 0.300 19.73
19.73
Say 20.00 Sqm

19 Flooring
Micro-Biology & Physiology
Staff toilet female
wash area 2 1 2.190 2.600 11.39
wc 2 2 1.000 1.500 6.00
Staff toilet male
wash area 2 1 2.190 2.830 12.40
urinals 2 1 1.320 1.230 3.25
wc 2 2 1.000 1.500 6.00
atcahed toilets 2 2 1.500 2.800 16.80
Ladies Toilet
entrnace 2 1 3.340 1.400 9.35
wash area 2 1 2.800 1.682 9.42
b/w wc 2 1 4.230 0.950 8.04
WCs 2 4 1.000 1.500 12.00
Gents Toilet
wash Basins 2 1 2.200 2.910 12.80
urinals 2 1 5.090 2.910 29.62
Passage 2 1 5.000 1.000 10.00
Infront of Wcs 2 1 4.110 1.240 10.19
WCs 2 6 1.000 1.500 18.00
PHC 2 1 2.100 1.500 6.30
CENTRAL BLOCK
Ladies Toilet
entrnace 1 1 4.700 1.400 6.58
WCs 1 3 1.500 1.500 6.75
Gents Toilet
entrance 1 1 1.100 1.460 1.61
wash Basins 1 1 6.550 1.500 9.83
WCs 1 3 1.500 1.000 4.50
PHC 1 1 2.800 1.700 4.76
Gents Toilet
entrance 1 1.550 1.000 1.55
Unrinals Space 1 3.540 1.500 5.31
WCs 6 1.500 1.000 9.00
janitary 1 1.300 1.000 1.30
L. Toilet
Entrance 1 1.000 1.000 1.00
wash Basins 1 1.995 3.680 7.34
WCs 6 1.500 1.000 9.00
janitary 1 0.750 1.200 0.90
PHC 1 2.100 1.600 3.36
274.67
Say 275.00 Sqm

BLOCK--1
Tutors-2 1 2.800 4.770 13.36
Spare 1 4.050 3.252 13.17
Tutors-1 1 2.800 5.020 14.06
Spare 1 4.500 2.755 12.40
Clerks 1 3.350 3.830 12.83
Asso.Pro. 1 4.500 3.335 15.01

Non-Teach Staff 1 3.580 3.830 13.71

Asso.Pro. 1 4.500 2.660 11.97
Asso.Pro. 1 4.500 3.275 14.74
H.O.D 1 4.700 3.800 17.86
Asst.Prof. 1 3.450 6.150 21.22
Teaching Room 1 10.020 7.490 75.05
Medical Gas Shaft 1 0.800 1.000 0.80
ELE& HVAC Shaft 2 0.800 1.200 1.92
Museum 1 10.200 7.875 80.33
Spare 1 10.200 6.470 65.99
Virology Lab 1 10.200 11.210 114.34
Media Prep. 1 7.615 3.310 25.21
Auto Clave& Eash 2 7.615 3.310 50.41
1 0.900 1.300 1.17
Lab 1 0.900 1.100 0.99
Serology Lab 1 4.000 8.780 35.12
Bacteriology 1 4.000 10.740 42.96
Store 1 2.645 5.800 15.34

TEACH.STAFF 1 4.850 2.500 12.13
Mycology Lab 1 12.465 4.580 57.09
Immunology Lab 1 12.465 4.350 54.22
Central portion
Exam Halls 2 26.160 18.180 951.18
Electronics&Control Rooms 2 2.330 3.200 14.91
Strong Room 1 3.885 2.230 8.66
Invigilator Office 1 4.800 3.200 15.36
Open to Sky 1 13.880 8.885 123.32
Store 2 7.900 4.900 77.42
AHU 1 4.060 4.900 19.89
AHU Offset 1 2.260 2.188 4.94
HVAC Shaft in AHU 1 0.800 2.000 1.60
Fire&Service Gas Shaft 2 1.300 1.000 2.60
Lecture Hall 2 19.580 18.905 740.32
AHU 1 5.070 4.900 24.84
AHU Off Set 1 2.260 1.485 3.36
HVAC Shaft in AHU 1 0.800 2.000 1.60
Electrical & ELV Shaft 2 1.000 1.000 2.00
DEPT. OF PHYSIOLOGY
Tutors 1 2.800 4.770 13.36
Asso.Pro. 1 4.500 2.755 12.40
Spare 1 4.500 3.335 15.01
Asso.Pro. 1 4.500 2.600 11.70
Asso.Pro. 1 4.500 3.335 15.01
H.O.D 1 4.700 3.800 17.86

Asst.Prof. 1 3.450 6.150 21.22
Non-Teach Staff 1 3.580 3.830 13.71
Clerks 1 3.350 3.830 12.83
Spare 1 2.800 5.020 14.06
Tutors 1 4.050 3.525 14.28
Clerks 1 5.045 2.495 12.59
Office 1 4.740 3.755 17.80
Office 1 4.740 2.750 13.04
Conference 1 6.435 3.950 25.42
Meeting room 1 3.350 3.950 13.23
Teaching Room 1 10.020 7.700 77.15
Store&Tech.Staff 2 3.690 5.525 40.77
Skills Lab 1 43.550 12.465 542.85
DED of Fire Shaft in Skills Lab Offset 1 0.900 1.300 1.17
DED of Ele Shaft in Skills Lab Offset 1 0.900 1.100 0.99
Ele.Room 1 3.300 1.680 5.54
4280.68
Say 4281.00 Sqm
b) Corridor Flooring
Common Area
Block-1
Vertical
2.4 wide corridor v 1 18.520 2.400 44.45
2.4 wide corridor v 1 28.501 2.400 68.40
4.75 corridor 1 16.470 4.750 78.23
lift corridor 1 2.230 7.860 17.53
2.1 corridor h 1 11.100 2.100 23.31
offset 1 3.000 2.100 6.30
ass.pro v 1 10.350 1.500 15.53
toilt offset 1 1.500 1.500 2.25
DW 1 3.540 1.000 3.54
Central block
6 wide corridor h 1 56.690 5.976 338.78
Deduct ramp -2 12.370 2.000 -49.48
4.39 Corridor v 2 24.768 4.390 217.46
lift offset 2 1.480 2.410 7.13
2.1 corridor h 1 37.240 2.100 78.20
offset 1 3.880 0.960 3.72
2.4 corridor v 2 12.668 2.400 60.81
offset 2 3.000 0.500 3.00
block-2
DW 1 3.540 1.000 3.54
4.50 M wide Corridor 1 18.533 4.753 88.09
Offset 1 5.070 3.390 17.19

Offset 1 1.700 1.120 1.90
lift corridor 1 2.230 7.860 17.53
2.4 wide corridor v 1 17.650 2.400 42.36
Offset 1 1.404 2.500 3.51
2.4 wide corridor v 1 31.120 2.400 74.69
Offset 1 8.110 2.660 21.57
1449.64
Say 1450.00 Sqm
e) Granite Slabs
Lecture hall steps midlanding 1 1.500 2.400 3.60
50.72
Say 51.00 Sqm

90.00
Say 90.00 Sqm

W1 98 1.800 0.225 39.69
W2 46 1.500 0.225 15.53
SG 3 4.500 0.225 3.04
V5 19 0.600 0.225 2.57
60.82
Say 61.00 Sqm

i Treads
Staircase 4 24 1.700 0.300 48.96
lecture hall 2 14 2.400 0.300 20.16
112.32
Say 113.00 Sqm
ii Risers
Staircase 4 27 1.700 0.150 27.54
lecture hall 2 15 2.400 0.150 10.80
62.64
Say 63.00 Sqm
23 Skirting
DEPT. OF MICROBIOLOGY
Tutors-2 1 15.140 15.14
Spare 1 14.604 14.60
Tutors-1 1 15.640 15.64
Spare 1 14.510 14.51
Clerks 1 14.360 14.36
Asso.Pro. 1 15.670 15.67

Non-Teach Staff 1 14.820 14.82
Asso.Pro. 1 14.320 14.32
Asso.Pro. 1 15.550 15.55
H.O.D 1 17.000 17.00
Asst.Prof. 1 19.200 19.20
Teaching Room 1 35.020 35.02
Medical Gas Shaft 1 3.600 3.60
ELE& HVAC Shaft 2 4.000 8.00
Museum 1 36.150 36.15
Spare 1 33.340 33.34
Media Prep. 1 21.850 21.85
Auto Clave& Eash 2 21.850 43.70
Store 1 16.890 16.89
Micro-Biology Lab Offset 1 10.270 10.27
Ded of Tech.Staff in Micro-Biology Lab 1 14.700 14.70

TEACH.STAFF 1 14.700 14.70
Exam Halls 2 88.680 177.36
Electronics&Control Rooms 2 11.060 22.12
Strong Room 1 12.230 12.23
Invigilator Office 1 16.000 16.00
Open to Sky 1 45.530 45.53
Store 2 25.600 51.20
AHU 1 17.920 17.92
AHU Offset 1 8.896 8.90
HVAC Shaft in AHU 1 5.600 5.60
Fire&Service Gas Shaft 2 4.600 9.20
Lecture Hall 2 76.970 153.94
AHU 1 19.940 19.94
AHU Off Set 1 7.490 7.49
HVAC Shaft in AHU 1 5.600 5.60
Electrical & ELV Shaft 2 4.000 8.00
DEPT. OF PHYSIOLOGY
Tutors 1 15.140 15.14
Asso.Pro. 1 14.510 14.51
Spare 1 15.670 15.67
Asso.Pro. 1 14.200 14.20
Asso.Pro. 1 15.670 15.67
H.O.D 1 17.000 17.00
Asst.Prof. 1 19.200 19.20
Non-Teach Staff 1 14.820 14.82
Clerks 1 14.360 14.36
Spare 1 15.640 15.64
Tutors 1 15.150 15.15
Clerks 1 15.080 15.08
Office 1 16.990 16.99
Office 1 14.980 14.98
Conference 1 20.770 20.77
Meeting room 1 14.600 14.60
Teaching Room 1 35.440 35.44
Store&Tech.Staff 2 18.430 36.86
1296.14
Say 1297.00 Rmt

Staircase 4 1 15.060 60.24

Lecture Hall staircase 2 1 7.100 14.20
220.78
Say 221.00 Rmt

Lift walls 2 2.410 3.175 15.30
Lift walls 2 2.230 3.175 14.16
Deductions
Lift door -4 1.200 2.100 -10.08
19.38
Say 20.00 Sqm

Micro-Biology & Physiology
Staff toilet female
wash area 2 1 7.390 2.100 31.04
wc 2 2 5.000 2.100 42.00
Staff toilet male
wash area 2 1 5.020 2.100 21.08
urinals 2 1 3.780 2.100 15.88
wc 2 2 5.000 2.100 42.00
atcahed toilets 2 2 8.600 2.100 72.24
Ladies Toilet
entrnace 2 1 6.140 2.100 25.79
wash area 2 1 4.482 2.100 18.82
b/w wc 2 1 5.230 2.100 21.97
WCs 2 4 5.000 2.100 84.00
Gents Toilet
wash Basins 2 1 8.020 2.100 33.68
urinals 2 1 8.010 2.100 33.64
Passage 2 1 6.000 2.100 25.20
Infront of Wcs 2 1 6.590 2.100 27.68
WCs 2 6 3.500 2.100 88.20
PHC 2 1 7.200 2.100 30.24
CENTRAL BLOCK
Ladies Toilet
entrnace 1 1 10.800 2.100 22.68
WCs 1 3 6.000 2.100 37.80
Gents Toilet
entrance 1 1 5.120 2.100 10.75
wash Basins 1 1 14.600 2.100 30.66
WCs 1 3 5.000 2.100 31.50
PHC 1 1 9.000 2.100 18.90
Gents Toilet
entrance 1 5.100 2.100 10.71
Unrinals Space 1 6.670 2.100 14.01
WCs 6 5.000 2.100 63.00
janitary 1 4.600 2.100 9.66
L. Toilet
Entrance 1 3.000 2.100 6.30
wash Basins 1 9.955 2.100 20.91
WCs 6 5.000 2.100 63.00
janitary 1 3.900 2.100 8.19

PHC 1 7.400 2.100 15.54
Deductions
D5 -2 0.900 2.100 -3.78
D6 -53 0.800 2.100 -89.04
SD6 -1 0.800 2.100 -1.68
D6a -1 0.750 2.100 -1.58
934.97
Say 935.00 Sqm
Block-1
2.4 wide corridor v 1 39.440 1.500 59.16
2.4 wide corridor v 1 57.002 1.500 85.50
4.75 corridor 1 37.740 1.500 56.61
lift corridor 1 20.180 1.500 30.27
Toilet Corridor 1 13.740 1.500 20.61
2.1 corridor h 1 24.300 1.500 36.45
offset 1 4.200 1.500 6.30
ass.pro v 1 22.200 1.500 33.30
toilt offset 1 6.000 1.500 9.00
DW 1 5.540 1.500 8.31
Central block
6 wide corridor h 1 99.332 1.500 149.00
4.39 Corridor v 2 33.246 1.500 99.74
lift offset 2 7.780 1.500 23.34
2.1 corridor h 1 78.680 1.500 118.02
offset 1 7.760 1.500 11.64
2.4 corridor v 2 30.136 1.500 90.41
offset 2 4.000 1.500 12.00
block-2
DW 1 9.080 1.500 13.62
4.50 M wide Corridor 1 41.842 1.500 62.76
Offset 1 13.530 1.500 20.30
Offset 1 3.400 1.500 5.10
lift corridor 1 20.180 1.500 30.27
2.4 wide corridor v 1 37.700 1.500 56.55
Offset 1 7.808 1.500 11.71
2.4 wide corridor v 1 64.640 1.500 96.96
Offset 1 13.430 1.500 20.15
Deductions
D1 -7 1.800 1.500 -18.90
D2 -18 1.500 1.500 -40.50
D5 -47 0.900 1.500 -63.45
D6 -3 0.800 1.500 -3.60

Lift door -4 1.200 1.500 -7.20
FD2 -2 1.500 1.500 -4.50
W1 -2 1.800 0.700 -2.52
W2 -3 1.500 0.700 -3.15
1427.25
Say 1428.00 Sqm
a) Dadooing in Labs
Common Area
Virology Lab 1 42.820 1.500 64.23
1 4.400 1.500 6.60
Lab 1 4.000 1.500 6.00
Serology Lab 1 25.560 1.500 38.34
Bacteriology 1 29.480 1.500 44.22

Mycology Lab 1 34.090 1.500 51.14
Immunology Lab 1 33.630 1.500 50.45
Skills Lab 1 112.030 1.500 168.05
Deductions
D2 -11 1.500 1.500 -24.75
W1 -17 1.800 0.700 -21.42
W2 -6 1.500 0.700 -6.30
761.78
Say 762.00 Sqm
Toilet Block
block 1&2
staff toilet 2 1 4.200 6.200 0.300 15.62
L- Toilet & G- toilet 2 1 8.300 10.503 0.300 52.30
central Block
L- Toilet & G- toilet 1 1 8.050 3.200 0.300 7.73
G-Toilet 1 1 4.000 10.590 0.300 12.71
Ladies Toilet 1 1 4.000 6.710 0.300 8.05
96.42
Say 97.00 cum
27 Railing
Staircase 4 1 9.400 0.900 33.84
side Entrance 1 1 2.700 0.900 2.43
Central
Staircase 3 1 9.500 0.900 25.65
ramp Entrance 2 1 13.230 0.900 23.81
85.73
Say 86.00 Sqm

28 Grip bar
Staircase 4 1 15.800 63.20
Central st.case
Staircase 3 1 17.300 51.90
lecture hall 2 1 2.800 5.60
120.70
Say 121.00 Rmt

Columns 2 3 0.750 4.50
Roof beams
Roof beams 2 1 25.320 50.64
Slab 2 1 25.320 50.64
105.78
Say 106.00 Rmt
30 Mastic pad
Columns 2 3 0.750 3.750 16.88
Roof beams
Roof beams 2 1 25.320 0.600 30.38
Slab 2 1 25.320 0.150 7.60
54.86
Say 55.00 Sqm
30 Aluminium sheet
Columns 2 3 0.750 4.50
Roof beams
Roof beams 2 1 25.320 50.64
Slab 2 1 25.320 50.64
105.78
Say 106.00 Rmt

6143.00
Say 6143.00 Sqm
32 Wall putty
5769.00
Say 5769.00 Sqm

plastering

0.00
Say 0.00 Sqm
faces of walls
5769.00
Say 5769.00 Sqm

plastering

6563.00
Say 6563.00 Sqm

D1 0.75 11 1.800 2.600 38.61
D2 0.75 18 1.500 2.600 52.65
D5 0.75 54 0.900 2.100 76.55
167.81
Say 168.00 Sqm
447.42 Sqm
Say 448.00 Sqm
36 Doors
D1 (1.80 X 2.60) 11 1.800 2.600 51.48

Say 51.48 Sqm
D2 (1.50 X 2.60) 18 1.500 2.600 70.20

Say 70.20 Sqm
D3 (1.20 X 2.60) 0 1.200 2.600 0.00

Say 0.00 Sqm
D4 (1 X 2.60) 0 1.000 2.100 0.00

Say 0.00 Sqm
D5 (0.9 X 2.10) 54 0.900 2.100 102.06

Say 102.06 Sqm
D6(0.8 X 2.10) - Shutter 61 0.800 2.100 102.48

Say 102.48 Sqm
D6(0.8 X 2.10) - Frame 61 5.000 305.00

305.00
Say 305.00 RM
37 SD doors
SD (1.00 X 2.10) 1 1.000 2.100 2.10
2.10
Say 2.10 Sqm
38 ALD1doors
ALD1 0 1.800 2.600 0.00
0.00
Say 0.00 Sqm
39 Windows
2 Track
W1 98 1.800 1.800 317.52
W2 46 1.500 1.800 124.20
40 Ventilators
V5 19 0.600 0.500 5.70
5.70 Sqm

41
W1 98 1.800 1.800 317.52
W2 46 1.500 1.800 124.20
Ventilators
V5 19 0.600 0.500 5.70
447.42
Say 448.00 Sqm
6720.00 Kgs
29 Cupboards
Mesuem 2 9.000 2.100 37.80
Serology Lab 2 7.200 2.100 30.24
Store 1 1.570 2.100 3.30
Immuniology Lab 1 9.600 2.100 20.16
Office4740x3755 1 4.742 2.100 9.96
101.46
Say 102.00 Sqm
30 False ceiling
5731.00
Say 5731.00 Sqm
31 External naturel Brick tileCladding

Columns 89 0.750 4.000 267.00
Deductions
W1 -98 1.800 1.800 -317.52
W2 -46 1.500 1.800 -124.20
V5 -19 0.600 0.500 -5.70
3143.58
Say 3144.00 Sqm

Detailed Estimate - THIRD FLOOR
under lintels
D1 2 3 0.300 0.225 0.150 0.06
D2 2 9 0.300 0.225 0.150 0.18
FD3 2 4 0.300 0.225 0.150 0.08
D5 2 76 0.300 0.225 0.150 1.54
W1 2 52 0.300 0.225 0.150 1.05
W2 2 36 0.300 0.225 0.150 0.73
W3 2 2 0.300 0.225 0.150 0.04
Lift door 2 2 0.300 0.225 0.150 0.04
D3 2 33 0.300 0.100 0.150 0.30
Hold fasts
D1 6 3 0.230 0.225 0.150 0.14
D2 6 9 0.230 0.225 0.150 0.42
FD3 6 4 0.230 0.225 0.150 0.19
D5 6 76 0.230 0.225 0.150 3.54
W1 4 52 0.230 0.225 0.150 1.61
W2 4 36 0.230 0.225 0.150 1.12
W3 4 2 0.230 0.225 0.150 0.06
Lift door 6 2 0.230 0.225 0.150 0.09
D3 6 33 0.230 0.100 0.150 0.68
11.88
Say 12.00
2 PCC for Steps

Staircase 2 24 1.700 0.300 0.150 3.67
7.36
Say 8.00
3 sill slabs
W1 52 1.800 0.230 0.100 2.15
W2 36 1.500 0.230 0.100 1.24
W3 2 1.200 0.230 0.100 0.06
3.45
Say 4.00
4 Platforms & Lofts
a Platforms
Toilets 7 1.500 0.600 6.30
Toilets Hand wash 7 2.910 0.600 12.22
Non teaching Staff 4 3.500 0.600 8.40
Lab 3 10.020 0.600 18.04
44.96
Say 45.00
b Lofts
Store 4 2.500 0.600 6.00
Proff & Asst. Proff 20 2.400 0.600 28.80
Tech Staff 3 4.500 0.600 8.10
Teaching 4 6.500 0.600 15.60
HOD 4 4.500 0.600 10.80
Spare 2 2.400 0.600 2.88
Clercks 4 5.380 0.600 12.91
Lab 3 10.020 0.600 18.04
Tutors 8 2.400 0.600 11.52
114.65
Say 115.00

Say 160.00

Store 3 4 2.500 0.450 13.50
Proff & Asst. Proff 3 20 2.400 0.450 64.80
Tech Staff 3 3 4.500 0.450 18.23
Teaching 3 4 6.500 0.450 35.10
HOD 3 4 4.500 0.450 24.30
Spare 3 2 2.400 0.450 6.48
Clercks 3 4 5.380 0.450 29.05
Lab 3 3 10.020 0.450 40.58
Tutors 3 8 2.400 0.450 25.92
257.96
Say 258.00
5 Columns
C2 112 0.750 0.750 3.75 236.25
C3 10 0.900 0.900 3.75 30.38
C1 0.786 16 0.380 0.380 3.75 6.81
138 273.43
Say 274.00
6 Lintels
D1 3 2.260 0.225 0.175 0.27
D2 9 1.960 0.225 0.175 0.69
FD3 4 1.360 0.225 0.175 0.21
D5 76 1.360 0.225 0.175 4.07
W1 52 2.260 0.225 0.175 4.63
W2 36 1.960 0.225 0.175 2.78
W3 2 1.660 0.225 0.175 0.13
Lift door 2 1.660 0.225 0.175 0.13
SG 2 4.960 0.225 0.175 0.39
D3 33 1.260 0.100 0.175 0.73
14.03
Say 15.00
7 Roof Beams
Horizontal
A0-1 TO A0-14 2 10 25.340 0.60 0.600 182.45
Deduct columns 2 -35 0.750 0.60 0.600 -18.90
N-1 TO N7 2 3 10.270 0.60 0.600 22.18
Deduct columns 2 -3 0.750 0.60 0.600 -1.62
F-1 TO F5 2 1 9.124 0.60 0.600 6.57
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
C-1 TO C2 2 1 6.890 0.60 0.600 4.96
Deduct columns 2 -1 0.750 0.60 0.600 -0.54
O6-O12 2 3 4.753 0.23 0.500 3.28
Secondry Beam 2 1 1.990 0.23 0.500 0.46
Secondry Beam 2 2 5.875 0.23 0.500 2.70
O6-O12 2 1 8.910 0.23 0.500 2.05
O12-O14 2 5 10.640 0.60 0.600 38.30
Deduct columns 2 -5 0.750 0.60 0.600 -2.70
Verticals
C1-U1 2 5 26.290 0.23 0.500 30.23
Deduct columns 2 -25 0.750 0.23 0.500 -4.31
W1-AO1 2 5 43.373 0.23 0.500 49.88
Deduct columns 2 -40 0.750 0.23 0.500 -6.90
AK6-W6 2 1 28.700 0.23 0.500 6.60
Deduct columns 2 -6 0.750 0.23 0.500 -1.04
Secondry Beam 2 1 2.500 0.23 0.500 0.58
Secondry Beam 2 1 4.250 0.23 0.500 0.98
Secondry Beam 2 1 5.000 0.23 0.500 1.15
Terrcae Beams
Staircase Beam 2 2 8.035 0.23 0.500 3.70
Staircase Beam 2 2 6.120 0.23 0.500 2.82
Lift Beam 2 2 8.690 0.23 0.500 4.00
Lift Beam 2 2 4.530 0.23 0.500 2.08
163.06
Say 164.00
8 Roof slab
AO3-AO6 X AO3-AJ3 2 1 19.110 2.400 91.73
AK9-V9 X AK9-AK6 2 1 28.716 2.400 137.84
229.56
Say 230.00

C1-C14 X C1-AO1 2 1 25.800 70.890 3657.92
Terrcae Beams
Staircase Beam 2 1 8.035 6.120 98.35
Lift Beam 2 1 8.690 4.530 78.73
3192.46
Say 3193.00

Mid landing 4 2 1.700 1.700 23.12
79.88
Say 80.00
Sunkan Slabs 2 1 5.789 6.125 70.92
Sunkan Slabs 2 1 10.660 8.074 172.14
243.05
Say 244.00
9 Sunshades
W1 52 2.100 109.20
W2 36 1.800 64.80
W3 2 1.500 3.00
177.00
Say 177.00

Horizontal
Horizontal Typ 4 26.750 0.230 3.250 79.98
Stair case-H Typ 12 7.600 0.230 3.250 68.17
LMO 1 6.150 0.230 3.250 4.60
Teaching H Typ 4 10.250 0.230 3.250 30.65
Deduct columns Typ 4 0.750 0.230 3.250 2.24
Teach Staff Lshape 1 7.560 0.230 3.250 5.65
Staff Toilet-H Typ 2 4.050 0.230 3.250 6.05
Toilet Wall Entrance Typ 2 2.220 0.230 3.250 3.32
PHC Toilet Typ 4 3.250 0.230 3.250 9.72
Duct Walls Typ 2 4.089 0.230 3.250 6.11
Statisician Typ 2 4.000 0.230 3.250 5.98
Epidomoplogy Typ 14 4.500 0.230 3.250 47.09
Clercks Typ 14 3.350 0.230 3.250 35.06
Toilets Typ 5 1.500 0.230 3.250 5.61
HOD Typ 4 4.700 0.230 3.250 14.05
liFT Typ 2 2.155 0.230 3.250 3.22
Asst Prof Typ 4 5.933 0.230 3.250 17.74
Tutors Typ 2 8.885 0.230 3.250 13.28
Horizontal Typ 6 12.465 0.230 3.250 55.91
Store 1 3.230 0.230 3.250 2.41
Store Typ 4 4.530 0.230 3.250 13.54
High Speed 1 14.400 0.230 3.250 10.76
Duct Walls Typ 2 0.900 0.230 3.250 1.35
Verticals
Verticals Typ 2 70.505 0.230 3.350 108.65
Pharamcology-V Typ 2 43.780 0.230 3.350 67.46
Pathology-V Typ 2 43.780 0.230 3.350 67.46
Staircase-V Typ 4 4.465 0.230 3.350 13.76
Staff Toilet-V Typ 12 5.668 0.230 3.350 52.41
LMO-V 1 6.730 0.230 3.350 5.19
Teaching to pharmaq Typ 2 34.590 0.230 3.350 53.30
Tutors To Asst Prof Typ 2 21.800 0.230 3.350 33.59
Toilets v Typ 4 17.650 0.230 3.350 54.40
Deduct Columns Typ -12 0.380 0.230 3.350 -3.51
Ante Room-Store-V 1 10.000 0.230 3.350 7.71
Staff Toilet Typ 2 5.556 0.230 3.350 8.56
Asst Prof Typ 4 12.945 0.230 3.350 39.90
Non Teaching clercks-V Typ 4 14.195 0.230 3.350 43.75
Teach Staff Typ 3 3.100 0.230 3.350 7.17
HOD Typ 4 4.675 0.230 3.350 14.41
Duct Typ 8 3.260 0.230 3.350 20.09
Highspeed Typ 5 4.850 0.230 3.350 18.68
Store-V Typ 2 5.360 0.230 3.350 8.26
PHC Toilet Typ 2 2.400 0.230 3.350 3.70
Duct Walls Typ 4 2.500 0.230 3.350 7.71
Toilet Offset Wall Typ 2 0.900 0.230 3.350 1.39
Urinal Wall Typ 2 3.140 0.230 3.350 4.84
Lift V Typ 4 2.630 0.230 3.350 8.11
Corridor Walls Typ 2 4.535 0.230 3.350 6.99
Teaching to Store 1 45.300 0.230 3.350 34.90
Allround Terrace Typ 1 158.112 0.230 1.000 36.37
Terrcae Beams
Staircase Beam 2 2 8.035 0.23 3.250 24.02
Staircase Beam 2 2 6.120 0.23 3.250 18.30
Lift Beam 2 2 8.690 0.23 3.250 25.98
Lift Beam 2 2 4.530 0.23 3.250 13.54
Deductions
D1 -3 1.800 0.225 2.600 -3.16
D2 -9 1.500 0.225 2.600 -7.90
FD3 -4 0.900 0.225 2.100 -1.70
D5 -76 0.900 0.225 2.100 -32.32
W1 -52 1.800 0.225 1.800 -37.91
W2 -36 1.500 0.225 1.800 -21.87
W3 -2 1.200 0.225 1.800 -0.97
Lift door -2 1.200 0.225 2.100 -1.13
SG -2 4.500 0.225 2.100 -4.25
Lintals
D1 -3 2.260 0.225 0.175 -0.27
D2 -9 1.960 0.225 0.175 -0.69
FD3 -4 1.360 0.225 0.175 -0.21
D5 -76 1.360 0.225 0.175 -4.07
W1 -52 2.260 0.225 0.175 -4.63
W2 -36 1.960 0.225 0.175 -2.78
W3 -2 1.660 0.225 0.175 -0.13
SG -2 4.960 0.225 0.175 -0.39
Lift door -2 1.660 0.225 0.175 -0.13
1059.65
Say 1060.00

Toilets WCS 25 1.500 2.100 78.75
Toilets WCS 25 1.050 2.100 55.13
Urinals Wal 32 0.600 2.100 40.32
Cutout Wall 2 11.155 1.000 22.31
Cupboard Walls 104 0.600 2.100 131.04
Platform Walls 42 0.600 0.900 22.68
Double wall All Round for blocks
Double wall 2 211.990 3.750 1589.93
Deduct Openings -2 4.523 3.750 -33.92
Window Fins
W1 104 0.600 1.800 112.32
W2 72 0.600 1.800 77.76
W3 4 0.600 1.800 4.32
SG 2 4.500 2.100 18.90
Deduct Coloumns
C1 0.785 -7 0.380 3.750 -7.83
C2 -89 0.750 3.750 -250.31
C4 0.785 -2 0.750 3.750 -4.42
W1 -52 1.800 1.800 -168.48
W2 -36 1.500 1.800 -97.20
W3 -2 1.200 1.800 -4.32
Deductions
D6 -33 0.800 2.100 -55.44
Lintels
D3 -33 1.260 0.175 -7.28
1524.25
Say 1525.00
12 TMT STEEL
Columns upto 3.60 mts levael 274 250.000 Kgs/Cum 68500.00
Roof beams 164 225.000 Kgs/Cum 36900.00
Lintels 15 80.000 Kgs/Cum 1200.00
Shelves 258 0.025 80.000 Kgs/Cum 516.00
153555.00
Say 153.60
13 Mild Steel
RBM 1525 2.000 Kgs/Sqm 3050.00
3056.00
Say 3.06
3002.88
Say 3003.00

DEPT. OF COMMUNITY MEDICINE
Asst Prof 1 19.200 3.750 72.00
HOD 1 17.000 3.750 63.75
Asso Prof 1 15.550 3.750 58.31
Asso Prof offset 1 3.750 3.750 14.06
Asst Prof 1 14.320 3.750 53.70
Asst Prof 1 15.670 3.750 58.76
Epimology 1 14.510 3.750 54.41
Tutors 2 1 15.140 3.750 56.78
Tutors 1 1 15.640 3.750 58.65
Statistication 1 15.150 3.750 56.81
Clercks 1 14.360 3.750 53.85
LMO 2 17.200 3.750 129.00
Teaching 2 33.040 3.750 247.80
DEPT. OF PHARMACOLOGY
Computer Assisted Pharma 1 61.380 3.750 230.18
Store Room 1 20.230 3.750 75.86
Ante Room 1 13.000 3.750 48.75
Store Room 1 13.800 3.750 51.75
Tech Staff 1 18.200 3.750 68.25
Tutors 2 1 23.720 3.750 88.95
Tutors 1 1 17.640 3.750 66.15
Spare 1 15.370 3.750 57.64
Clercks 1 14.360 3.750 53.85
Asst Prof 1 15.280 3.750 57.30
Asso Prof 1 15.200 3.750 57.00
Asso Prof 1 15.700 3.750 58.88
HOD 1 16.460 3.750 61.73
Asst Prof 1 20.750 3.750 77.81
Clinically Pharmacology Lab 1 50.304 3.750 188.64
Clinically Pharmacology Lab Entry 1 10.260 3.750 38.48
DEPT. OF FORENSIC MEDICINE
Asst Prof 1 19.200 3.750 72.00
HOD 1 17.000 3.750 63.75
Asso Prof 1 15.550 3.750 58.31
Asso Prof offset 1 3.750 3.750 14.06
Spare 1 14.320 3.750 53.70
Asst Prof 1 15.670 3.750 58.76
Spare 1 14.510 3.750 54.41
Tutors 1 15.140 3.750 56.78
Spare 1 15.640 3.750 58.65
Tutors 1 15.150 3.750 56.81
Clercks 1 14.360 3.750 53.85
Teaching 2 35.720 3.750 267.90
DEPT. OF PATHOLOGY
Museum 1 33.540 3.750 125.78
Histo Pathology Lab 1 55.960 3.750 209.85
Tech staff & Store 2 14.790 3.750 110.93
Asso Prof offset 1 3.750 3.750 14.06
Tech Staff 1 11.992 3.750 44.97
Tech Staff 1 12.166 3.750 45.62
Balance Room 1 16.530 3.750 61.99
Washing 1 16.160 3.750 60.60
High Speed Centrifuge 1 16.400 3.750 61.50
Clinical Pathology & hematology Lab 1 55.220 3.750 207.08
Clinical Pathology Lobby Entrace 1 13.240 3.750 49.65
Deduct Store part -1 14.980 3.750 -56.18
Store 1 18.400 3.750 69.00
Tutors 2 1 23.170 3.750 86.89
Tutors 1 1 19.420 3.750 72.83
Asst Prof 1&2 1 15.280 3.750 57.30
Asso Prof 2 15.700 3.750 117.75
Asso Prof 1 15.200 3.750 57.00
HOD 1 16.460 3.750 61.73
Asst Prof 1 20.750 3.750 77.81
Non Teaching staff 1 17.840 3.750 66.90
Clerks 1 14.360 3.750 53.85
Staff Toilet WC 4 5.100 3.750 76.50
Staff Toilet Lobby 1 9.580 3.750 35.93
Urinal area 1 1.320 3.750 4.95
Attached toilet In Hod 1 5.800 3.750 21.75
Attached toilet In Asso Pro 1 6.600 3.750 24.75
Gents toilet Block
Hand Wash Area 1 9.220 3.750 34.58
Urinals Area 1 14.838 3.750 55.64
Lobby 1 9.705 3.750 36.39
WCS 6 5.100 2.100 64.26
Ladies toilet Block
Lobby 1 6.170 3.850 23.75
Handwash Area 1 4.450 3.850 17.13
In front of Wcs 1 8.400 2.100 17.64
Wcs 5 5.000 2.100 52.50
Staff Toilet Female 1 4.100 3.850 15.79
WC 1 7.110 2.100 14.93
WC 1 6.000 2.100 12.60
PHC Toilet 1 7.200 3.850 27.72
Staff Toilet WC 4 5.100 3.850 78.54
Urinal area 1 1.320 3.850 5.08
DEPT. OF PATHOLOGY
PHC Toilet 1 7.200 3.850 27.72
Gents toilet Block
Hand Wash Area 1 9.220 3.850 35.50
Urinals Area 1 14.838 3.850 57.13
Lobby 1 9.705 3.850 37.36
WCS 6 5.100 2.100 64.26
Ladies toilet Block
Lobby 1 6.170 3.850 23.75
Handwash Area 1 4.450 3.850 17.13
In front of Wcs 1 8.400 2.100 17.64
Wcs 5 5.000 2.100 52.50
In Front of Lift 1 6.555 3.850 25.24
In Front oF staff Toilet 1 10.423 3.850 40.13
In Front Of Lmo 1 8.434 3.850 32.47
Corridor Cutout 1 0.950 3.850 3.66
Beside Non Teaching 1 7.620 3.850 29.34
In Front Of Asso Profs 1 29.490 3.850 113.54
In Front of statistician 1 6.570 3.850 25.29
In Front opf Lift 1 6.555 3.850 25.24
2.4M Wide Corridor 1 58.846 3.850 226.56
Beside Asst Prof 1 7.620 3.850 29.34
2.4M Wide Corridor 1 37.700 3.850 145.15
IN front of staff toilet 1 8.020 3.850 30.88
DEPT. OF PATHOLOGY
2.4M Wide Corridor 1 58.846 3.850 226.56
Beside Asst Prof 1 7.620 3.850 29.34
2.4M Wide Corridor 1 37.700 3.850 145.15
Lift Internals 4 8.800 3.850 135.52
Cupboard Walls 104 0.600 2.100 131.04
Platform Walls 42 0.600 0.900 22.68
Terrcae Beams
Staircase Beam 2 2 28.310 3.850 435.97
Lift Beam 2 2 26.440 3.850 407.18
Deductions
D1 -3 1.500 2.600 -11.70
D2 -9 1.200 2.600 -28.08
D5 -76 0.900 2.100 -143.64
D6 -41 0.800 2.100 -68.88
FD3 -4 1.800 2.100 -15.12
Lift door -4 1.200 2.100 -10.08
SG -2 4.500 2.100 -18.90
Toilets -759.63
7422.59
Say 7423.00
Say 4454.00
Say 2969.00
Allround the Windows
W1 208 7.200 0.600 898.56
W2 144 6.000 0.600 518.40
W3 8 4.800 0.600 23.04
Allround Terrace 1 158.112 2.230 352.59
Terrcae Beams
Staircase Beam 2 2 28.310 3.900 441.64
Lift Beam 2 2 26.440 3.900 412.46
Deductions
Corridor openings -2 4.530 3.900 -35.33
W1 -52 1.800 1.800 -168.48
W2 -36 1.500 1.800 -97.20
W3 -2 1.200 1.800 -4.32
SG -2 4.500 2.100 -18.90
3975.98
Say 3976.00
Bottom
Staff Toilets M&F 2 4.200 6.128 51.48
Ladies & Gents Toilet Toilet 2 10.530 8.075 170.06
Staff Toilet Male 1 3.480 3.071 10.69
Staff Toilet WC 1 1.500 2.000 3.00
alround
G. Toilet 2 20.656 0.300 12.39
Ladies Toilet 2 37.210 0.300 22.33
G. Toilet 1 13.102 0.300 3.93
Ladies Toilet 1 7.000 0.300 2.10
G. Toilet 1 11.550 0.300 3.47
287.64
Say 288.00
18 Impervious coat For Terrace

Impervious coat For Terrace 1 54.000 25.056 1353.02
1353.02
Say 1354.00

252.00
Say 252.00
20 RCM Drop
1.44
Say 2.00
21 Flooring
Staff Toilet WC 4 1.550 1.000 6.20
Urinal area 1 1.320 0.500 0.66
Gents toilet Block
Hand Wash Area 1 2.200 2.910 6.40
Urinals Area 1 5.009 2.910 14.58
Lobby 1 6.065 1.040
WCS 6 1.500 1.050 9.45
Ladies toilet Block
Lobby 1 3.085 1.015 3.13
Handwash Area 1 1.650 2.800 4.62
Lobby 1 6.065 1.040 6.31
In front of Wcs 1 4.200 0.960 4.03
Wcs 5 1.000 1.500 7.50
WC 1 1.300 2.255 2.93
WC 1 1.500 1.500 2.25
PHC Toilet 1 2.100 1.500 3.15
Staff Toilet WC 2 1.550 1.000 3.10
Urinal area 1 1.320 0.500 0.66
DEPT. OF PATHOLOGY
PHC Toilet 1 2.100 1.500 3.15
Gents toilet Block
Hand Wash Area 1 2.200 2.910 6.40
Urinals Area 1 5.009 2.910 14.58
Lobby 1 6.065 1.040 6.31
WCS 6 1.500 1.050 9.45
Ladies toilet Block
Lobby 1 3.085 1.015 3.13
Handwash Area 1 1.650 2.800 4.62
Lobby 1 6.065 1.040 6.31
In front of Wcs 1 4.200 0.960 4.03
Wcs 5 1.000 1.500 7.50
200.74
Say 201.00

Asst Prof 1 3.450 6.150 21.22
HOD 1 4.700 3.800 17.86
Asso Prof 1 4.500 3.275 14.74
Asso Prof offset 1 1.500 0.375 0.56
Asst Prof 1 4.500 2.660 11.97
Asst Prof 1 4.500 3.335 15.01
Epimology 1 4.500 2.755 12.40
Tutors 2 1 2.800 4.770 13.36
Tutors 1 1 2.800 5.020 14.06
Statistication 1 4.050 3.525 14.28
Clercks 1 3.350 3.830 12.83
LMO 2 5.800 2.800 32.48
Teaching 2 10.020 6.500 130.26
Computer Assisted Pharma 1 10.020 20.670 207.11
Store Room 1 7.615 2.500 19.04
Ante Room 1 3.000 3.500 10.50
Store Room 1 3.000 3.900 11.70
Tech Staff 1 6.000 3.100 18.60
Tutors 2 1 8.885 2.975 26.43
Tutors 1 1 4.600 4.220 19.41
Spare 1 3.350 4.335 14.52
Clercks 1 3.350 3.830 12.83
Asst Prof 1 4.600 3.040 13.98
Asso Prof 1 4.600 3.000 13.80
Asso Prof 1 4.600 3.250 14.95
HOD 1 4.800 3.430 16.46
Asst Prof 1 5.700 4.675 26.65
Clinically Pharmacology Lab Entry 1 3.230 1.900 6.14
Asst Prof 1 3.450 6.150 21.22
HOD 1 4.700 3.800 17.86
Asso Prof 1 4.500 3.275 14.74
Spare 1 4.500 2.660 11.97
Asst Prof 1 4.500 3.335 15.01
Spare 1 4.500 2.755 12.40
Tutors 1 2.800 4.770 13.36
Spare 1 2.800 5.020 14.06
Tutors 1 4.050 3.525 14.28
Clercks 1 3.350 3.830 12.83
Teaching 2 10.020 7.840 157.11
DEPT. OF PATHOLOGY
Museum 1 10.020 6.750 67.64
Histo Pathology Lab 1 10.020 17.960 179.96
Tech staff & Store 2 4.895 2.500 24.48
Tech Staff 1 4.180 1.816 7.59
Tech Staff 1 3.048 3.035 9.25
Balance Room 1 3.415 4.850 16.56
Washing 1 3.230 4.850 15.67
High Speed Centrifuge 1 3.350 4.850 16.25
Clinical Pathology & hematology Lab 1 12.465 15.145 188.78
Clinical Pathology Lobby Entrace 1 4.530 2.090 9.47
Deduct Store part -1 2.130 5.360 -11.42
Store 1 4.300 4.900 21.07
Tutors 2 1 8.885 2.700 23.99
Tutors 1 1 3.350 6.360 21.31
Asst Prof 1&2 1 4.600 3.040 13.98
Asso Prof 2 4.600 3.250 29.90
Asso Prof 1 4.600 3.000 13.80
HOD 1 4.800 3.430 16.46
Asst Prof 1 5.700 4.675 26.65
Non Teaching staff 1 3.580 5.340 19.12
Clerks 1 3.350 3.830 12.83
Ele.Room 1 2.100 4.030 8.46
2033.76
Say 2034.00
b) Corridor Flooring
Common Area
In Front opf Lift 1 2.155 2.200 4.74
In Front Of Lmo 1 4.217 6.730 28.38
Near Shaft 1 4.753 1.220 5.80
In Front opf Lift 1 2.155 2.200 4.74
Near Shaft 1 4.753 1.220 5.80
2.4M Wide Corridor 1 2.400 28.223 67.74
Beside Asst Prof 1 3.810 1.960 7.47
2.4M Wide Corridor 1 2.400 17.650 42.36
DEPT. OF PATHOLOGY
2.4M Wide Corridor 1 2.400 28.223 67.74
Beside Asst Prof 1 3.810 1.960 7.47
2.4M Wide Corridor 1 2.400 17.650 42.36
687.36
Say 688.00
e) Granite Slabs
23.12
Say 24.00

45.00
Say 45.00

W1 52 1.800 0.225 21.06
W2 36 1.500 0.225 12.15
W3 2 1.200 0.225 0.54
33.75
Say 34.00

i Treads
Staircase 4 25 1.700 0.300 51.00
51.00
Say 51.00
ii Risers
Staircase 4 27 1.700 0.150 27.54
27.54
Say 28.00
25 Skirting
Asst Prof 1 19.200 19.20
HOD 1 17.000 17.00
Asso Prof 1 15.550 15.55
Asso Prof offset 1 3.750 3.75
Asst Prof 1 14.320 14.32
Asst Prof 1 15.670 15.67
Epimology 1 14.510 14.51
Tutors 2 1 15.140 15.14
Tutors 1 1 15.640 15.64
Statistication 1 15.150 15.15
Clercks 1 14.360 14.36
LMO 2 17.200 34.40
Teaching 2 33.040 66.08
Computer Assisted Pharma 1 61.380 61.38
Store Room 1 20.230 20.23
Ante Room 1 13.000 13.00
Store Room 1 13.800 13.80
Tech Staff 1 18.200 18.20
Preparation Room 1 18.660 18.66
Tutors 2 1 23.720 23.72
Tutors 1 1 17.640 17.64
Spare 1 15.370 15.37
Clercks 1 14.360 14.36
Asst Prof 1 15.280 15.28
Asso Prof 1 15.200 15.20
Asso Prof 1 15.700 15.70
HOD 1 16.460 16.46
Asst Prof 1 20.750 20.75
Clinically Pharmacology Lab 1 50.304 50.30
Clinically Pharmacology Lab 1 28.612 28.61
Clinically Pharmacology Lab Entry 1 10.260 10.26
Asst Prof 1 19.200 19.20
HOD 1 17.000 17.00
Asso Prof 1 15.550 15.55
Spare 1 14.320 14.32
Asst Prof 1 15.670 15.67
Spare 1 14.510 14.51
Tutors 1 15.140 15.14
Spare 1 15.640 15.64
Tutors 1 15.150 15.15
Clercks 1 14.360 14.36
Teaching 2 35.720 71.44
DEPT. OF PATHOLOGY
Museum 1 33.540 33.54
Histo Pathology Lab 1 55.960 55.96
Tech staff & Store 2 14.790 29.58
Tech Staff 1 11.992 11.99
Tech Staff 1 12.166 12.17
Balance Room 1 16.530 16.53
Washing 1 16.160 16.16
High Speed Centrifuge 1 16.400 16.40
Clinical Pathology & hematology Lab 1 55.220 55.22
Clinical Pathology Lobby Entrace 1 13.240 13.24
Store 1 18.400 18.40
Tutors 2 1 23.170 23.17
Tutors 1 1 19.420 19.42
Asst Prof 1&2 1 15.280 15.28
Asso Prof 2 15.700 31.40
Asso Prof 1 15.200 15.20
HOD 1 16.460 16.46
Asst Prof 1 20.750 20.75
Non Teaching staff 1 17.840 17.84
Clerks 1 14.360 14.36
1367.88
Say 1368.00

Staircase 4 1 22.400 89.60
89.60
Say 90.00

Lift walls 2 2.400 3.850 18.48
Deductions
Lift door -2 1.000 2.100 -4.20
14.28
Say 15.00

Staff Toilet WC 4 5.100 2.100 42.84
Urinal area 1 1.320 2.100 2.77
Gents toilet Block
Hand Wash Area 1 9.220 2.100 19.36
Urinals Area 1 14.838 2.100 31.16
Lobby 1 9.705 2.100 20.38
WCS 6 5.100 2.100 64.26
Ladies toilet Block
Lobby 1 6.170 2.100 12.96
Handwash Area 1 4.450 2.100 9.35
In front of Wcs 1 8.400 2.100 17.64
Wcs 5 5.000 2.100 52.50
WC 1 7.110 2.100 14.93
WC 1 6.000 2.100 12.60
PHC Toilet 1 7.200 2.100 15.12
Staff Toilet WC 4 5.100 2.100 42.84
Urinal area 1 1.320 2.100 2.77
DEPT. OF PATHOLOGY
PHC Toilet 1 7.200 2.100 15.12
Gents toilet Block
Hand Wash Area 1 9.220 2.100 19.36
Urinals Area 1 14.838 2.100 31.16
Lobby 1 9.705 2.100 20.38
WCS 6 5.100 2.100 64.26
Ladies toilet Block
Lobby 1 6.170 2.100 12.96
Handwash Area 1 4.450 2.100 9.35
In front of Wcs 1 8.400 2.100 17.64
Wcs 5 5.000 2.100 52.50
Deductions
D5 -12 0.900 2.100 -22.68
D6 -41 0.800 2.100 -68.88
759.63
Say 760.00
Common Area
In Front of Lift 1 6.555 1.500 9.83
In Front Of Lmo 1 8.434 1.500 12.65
In Front opf Lift 1 6.555 1.500 9.83
2.4M Wide Corridor 1 58.846 1.500 88.27
Beside Asst Prof 1 7.620 1.500 11.43
2.4M Wide Corridor 1 37.700 1.500 56.55
DEPT. OF PATHOLOGY
2.4M Wide Corridor 1 58.846 1.500 88.27
Beside Asst Prof 1 7.620 1.500 11.43
2.4M Wide Corridor 1 37.700 1.500 56.55
Deductions
D1 -3 1.800 1.500 -8.10
D2 -9 1.500 1.500 -20.25
D5 -63 0.900 1.500 -85.05
FD3 -4 1.300 1.500 -7.80
Lift door -2 1.200 1.500 -3.60
W2 -2 1.500 0.700 -2.10
584.72
Say 585.00
a) Dadooing in Labs
Clinically Pathology lab 1 61.879 1.500 92.82
Clinically Pathology lab 1 61.152 1.500 91.73
HistoPathology Lab 1 55.960 1.500 83.94
Deductions
D2 -6 1.500 1.500 -13.50
D5 -3 0.900 1.500 -4.05
W1 -11 1.800 0.700 -13.86
W2 -1 1.500 0.700 -1.05
236.03
Say 237.00

Staff Toilets M&F 2 4.200 6.128 0.300 15.44
Ladies & Gents Toilet Toilet 2 10.530 8.075 0.300 51.02
Staff Toilet Male 1 3.480 3.071 0.300 3.21
Staff Toilet WC 1 1.500 2.000 0.300 0.90
Staff Toilet Female 1 3.260 2.515 0.300 2.46
73.03
Say 74.00
29 Railing
35.28
Say 36.00
30 Grip bar
71.20
Say 72.00

Columns 2 3 0.750 4.50
Roof beams
Roof beams 2 1 25.320 50.64
Slab 2 1 25.320 50.64
105.78
Say 106.00
32 Mastic pad
Columns 2 3 0.750 3.750 16.88
Roof beams
Roof beams 2 1 25.320 0.600 30.38
Slab 2 1 25.320 0.150 7.60
54.86
Say 55.00
32 Aluminium sheet
Columns 2 3 0.750 4.50
Roof beams
Roof beams 2 1 25.320 50.64
Slab 2 1 25.320 50.64
105.78
Say 106.00

3003.00
Say 3003.00
34 Wall putty
7423.00
Say 7423.00
35

0.00
Say 0.00
faces of walls
7423.00
Say 7423.00
37
3976.00
Say 3976.00

D1 0.75 3 1.800 2.600 10.53
D2 0.75 9 1.500 2.600 26.33
D5 0.75 76 0.900 2.100 107.73
144.59
Say 145.00
303.30
Say 304.00
38 Doors
D1 (1.80 X 2.60) 3 1.800 2.600 14.04

Say 14.04
D2 (1.50 X 2.60) 9 1.500 2.600 35.10

Say 35.10
D3 (1.20 X 2.60) 0 1.200 2.600 0.00

Say 0.00
D4 (1 X 2.60) 0 1.000 2.100 0.00
Say 0.00
D5 (0.9 X 2.10) 76 0.900 2.100 143.64

Say 143.64
D6(0.8 X 2.10) - Shutter 41 0.800 2.100 68.88

Say 68.88
D6(0.8 X 2.10) - Frame 41 5.000 205.00

205.00
Say 205.00
39 SD doors
SD (1.00 X 2.10) 2 1.000 2.100 4.20
4.20
Say 4.20
40 FD DOORS
FD3 4 1.300 2.100 10.92
10.92
Say 10.92
41 ALD1doors
ALD1 0 1.800 2.600 0.00
0.00
Say 0.00
42 Windows
2 Track
W1 52 1.800 1.800 168.48
W2 36 1.500 1.800 97.20
W3 2 1.200 1.800 4.32
43 Ventilators
V5 111 0.600 0.500 33.30
33.30
W1 52 1.800 1.800 168.48
W2 36 1.500 1.800 97.20
W3 2 1.200 1.800 4.32
Ventilators
V5 111 0.600 0.500 33.30
303.30
Say 304.00
4560.00
31 Cupboards
Store 4 2.500 2.100 21.00
Proff & Asst. Proff 20 2.400 2.100 100.80
Tech Staff 3 4.500 2.100 28.35
Teaching 4 6.500 2.100 54.60
HOD 4 4.500 2.100 37.80
Spare 2 2.400 2.100 10.08
Clercks 4 2.400 2.100 20.16
Lab 3 10.020 2.100 63.13
Tutors 8 2.400 2.100 40.32
376.24
Say 377.00
32 False ceiling
2722.00
Say 2722.00

Columns C2 89 0.900 4.000 320.40
Deductions
W1 -52 1.800 1.800 -168.48
W2 -36 1.500 1.800 -97.20
W3 -3 1.200 1.800 -6.48
1744.24
Say 1745.00
QUANTITY
Cum
Cum
cum
Sqm
Sqm
Sqm
Sqm
Cum
Cum
Cum
Sqm
Sqm
Sqm
Sqm
RM
Cum
sqm
MT
MT
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Rmt
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Rmt
Rmt
Sqm
Sqm
Sqm
Sqm
cum
Sqm
Rmt
Rmt
Sqm
Rmt
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
RM
Sqm
Sqm
Sqm
Sqm
Sqm
Sqm
Kgs
Sqm
Sqm
Sqm
Detailed Estimate - Terrace Floor
under lintels
D5 9 6 0.300 0.230 0.150 0.56
W1 9 6 0.300 0.230 0.150 0.56
Hold fasts
D5 9 6 0.230 0.230 0.150 0.43
W1 9 6 0.230 0.230 0.150 0.43
1.97
Say 2.00 Cum
2 Dummy columns
C1 0.785 34 0.380 0.380 0.900 3.47
C2 1 208 0.750 0.750 0.900 105.30
C3 1 10 0.900 0.900 0.900 7.29
116.06
Say 0.00 Cum
3 VRCC
i Columns Upto Roof slab bottom
Staircase Head Room Left side & Right
side blocks
C2 4 4 0.600 0.600 3.475 20.02
Central staire case
C4 0.785 4 0.750 0.750 3.475 6.14
Water Tank
C2 4 4 0.600 0.600 1.500 8.64
Elevation Columns
a Columns 99 0.230 0.230 1.500 7.86
42.65
Say 43.00 Cum
4 Lintels
D5 9 1.360 0.230 0.175 0.49
W1 9 2.260 0.200 0.175 0.71
18 1.20
Say 2.00 Cum
5 150mm thick Side Wall
Water Tank 4 27.400 1.500 164.40
Water Tank 1 28.800 1.500 43.20
207.60
Say 208.00 Sqm
6 Roof Beams
Staircase Head Room (Left & Right side
blocks) -h 4 2 7.600 0.230 0.450 6.29
Deduct columns-C2 -4 2 0.750 0.230 0.450 -0.62
Staircase Head Room(central block) 1 2 8.100 0.230 0.450 1.68
Deduct columns -1 2 0.750 0.230 0.450 -0.16
Lift Head Room 3 2 2.230 0.230 0.450 1.38
Water Tank 4 2 7.600 0.230 0.450 6.29
Deduct columns -4 2 0.750 0.230 0.450 -0.62
Water Tank 1 2 8.600 0.230 0.450 1.78
Deduct columns -1 2 0.750 0.230 0.450 -0.16
For Elevation
Slab provosion all round blocks 2 196.068 0.230 0.450 40.59
APMSIDC-MTM MC-DET-Terrace 1267 OF 3032

Slab provosion all round the central
blocks 1 172.632 0.230 0.450 17.87
74.33
Say 75.00 Cum
7 Roof slab
Water Tank cover slab 2 7.600 6.100 92.72
Water Tank cover slab 1 8.200 6.200 50.84
306.25
Say 307.00 Sqm

Water Tank Bottom
Water Tank Bottom
Lift Head Room 3 2.230 2.860 19.13
Water Tank bottom slab 2 7.600 6.100 92.72
162.69
Say 163.00 Sqm
5 Sunshades
W1 7 2.100 14.70
14.70
Say 15.00 Rmt

blocks) -h 4 2 7.600 0.230 3.000 41.95
Deduct columns-C2 -4 2 0.750 0.230 3.000 -4.14
Staircase Head Room(central block) 1 2 8.100 0.230 3.000 11.18
Deduct columns -1 2 0.750 0.230 3.000 -1.04
Lift Head Room 3 2 2.230 0.230 3.000 9.23
Water Tank 4 2 7.600 0.230 3.000 41.95
Deduct columns -4 2 0.750 0.230 3.000 -4.14
Water Tank 1 2 8.600 0.230 3.000 11.87
Deduct columns -1 2 0.750 0.230 3.000 -1.04
For Elevation
Slab provosion all round blocks 2 196.068 0.230 0.600 54.11
Slab provosion all round the central
blocks 1 172.632 0.230 0.600 23.82
Parapet wall (All round) 2 196.068 0.230 1.050 20.74
Parapet wall (All round) Attrium 1 172.632 0.230 1.050 9.13
Deductions
D5 -7 0.900 0.230 2.100 -3.04
W1 -7 1.800 0.230 1.800 -5.22
205.39
Say 206.00 Cum
3 TMT STEEL

Roof Slab 125mm Thick 307.00 10.000 Kgs/Sqm 3070.00
Roof Slab 150mm Thick 163.00 12.000 Kgs/Sqm 1956.00

64858.00
Say 64.90 MT
Lift Head Room 3 1 1.970 2.400 14.18
water tank bottom
blocks) -h 2 2 6.665 4.600 122.64
Staircase Head Room(central block) 1 1 5.750 7.740 44.51
348.47
Say 349.00 Sqm

Lift Head Room 3 1 8.740 2.875 75.38
water tank bottom
blocks) -h 2 2 22.530 2.875 259.10
Deductions
D5 1 -9 0.900 2.100 -17.01
731.70
Say 732.00 Sqm
Lift Head Room 3 1 10.580 3.000 95.22
water tank bottom
blocks) -h 2 2 24.370 3.000 292.44
Parapet alround
Parapet wall (All round) 1 2 196.068 2.330 913.68
Parapet wall (All round) Attrium 1 1 172.632 2.330 402.23
Deductions
W1 -9 1.800 1.800 -29.16
2139.77
Say 2140.00 Sqm
3747.00
Say 3747.00 Sqm
8 Impervious Coat
Bottom
Sides

268.96
Say 269.00 Sqm

2520.00
Say 2520.00 Rmt

OTS 1 1 16.970 10.345 175.55
175.55 Sqm
1889.67 Sft
Say 1890.00 Kgs
11 Open to Sky area
Attrium 1 1 16.970 10.345 175.55
175.55
Say 176.00 Sqm
12 Open to Sky area

OTS 1 1 16.970 10.345 16.97
16.97
Say 17.00 RM

349.00
Say 349.00 Sqm

0.00
Say 0.00 Sqm
faces of walls
732.00
Say 732.00 Sqm
16
2140.00
Say 2140.00 Sqm

D4 0.75 9 1.000 2.100 14.18
14.18
Say 15.00 Sqm
W1 9 1.800 1.800 29.16
29.16 Sqm
Say 30.00 Sqm
16 Doors
Wooden Doors
D4 (1.00 X 2.10) 9 1.000 2.100 18.90

18.90 Sqm
17 Windows

W1 9 1.800 1.800 29.16
29.16 Sqm

W1 9 1.800 1.800 29.16
29.16 Sqm
Say 30.00 Sqm
450.00 Kgs
Terrace floor
1 125mm thick Inclined Slab
965.80
Say 966.00 Cum

tiles 1 368.700 2.619 965.80
965.80
Say 966.00 Cum

ABSTRACT ESTIMATE FOR CIVIL WORKS FOR NURSING COLLEGE

Quantity Unit Rate
Sl. No. Description of Work
1 Earth work excavation for foundations (Mechanical 1846.00 CUM ONE CUM 107.00
Means) for buildings in ordinary soils and depositing on
bank for all lifts and with an initial lead of 10m and up
to 3m depth including all operational,incidental, labour
charges such as shoring, sheeting, planking, strutting
finished item of work excluding dewatering charges
etc., as per SS 20 B(APSS 308)
(excluding rock) with a lead of 50 m in trenches, sides
of foundations and basement with initial lead in layers
not exceeding 15cm thick, watering and ramming
and all operaitonal, incidental, labour charges, hire
profit complete for fnished item of work (APSS
NO.309&310)
4 Supply and placing of Vibrated Plain Cement 214.00 CUM ONE CUM 3050.00
Concrete M 10 grade using 40mm, 20mm and 10mm
size machine crushed hard granite metal (coarse
aggregate) in (2:2:1) ratio from approved quarry using
etc. to site including all operational, incidental and
profit complete for finished item of work for footings
5 Supply and placing of Plain Cement Concrete M 151.00 CUM ONE CUM 2557.00
6 Supply and placing of Plain Cement Concrete M 5 195.00 CUM ONE CUM 2421.00

(APSS No. 402)
b) Column Pedastals 57.00 CUM ONE CUM 6967.00
c) Plinth Beams 68.00 CUM ONE CUM 7052.00

work (APSS No. 402)
a) Columns :
a) Roof Beams :
b) ROOF SLABS :

b) Side walls
Fifth Floor for Water tank Side walls 39.00 SQM ONE SQM 2204.00
ii) 230mm thick Lift side walls


mixing plant of 15 cum per hour capacity with 20mm
size graded machine crushed hard granite metal
(coarse aggregate - as per IS 383 - 1970 and IS 2386
Part 1 to Part 8) from approved quarry including cost
aggregate (sand) coarse aggregate, water etc., to site,
centering using steel scaffolding pipes , jack props ,
wallers , foot plates , brackets , steel centering plates
work (APSS No. 402)
First Floor :
a) Columns :
b) Roof Beams :
c) ROOF SLABS :


from approved quarry including cost and conveyance of
all materials like cement, fine aggregate (sand) coarse
aggregate, water etc., to site, centering using casurina
ballies, bamboos, wooden reapers, runners, wood
posts, wall plates etc., including all operational,
fabrication charges for finished item of work (APSS No.
402)
b) Lintels

from approved quarry including cost and conveyance of
all materials like cement, fine aggregate (sand), coarse
aggregate, water etc., to site, centering using casurina
ballies , bamboos , wooden reapers , runners , wood
posts , wall plates etc., for 60cm wide sun-shades
7.5cm thick at fixed end and 5cm thick at free end
with an average thickness of 6.25cm including all
contractors profit complete etc., but excluding cost of
work (APSS No. 402, 403 & 903)




using 20mm size graded machine crushed hard granite
metal (coarse aggregate - as per IS 383 - 1970 and IS
2386 Part 1 to Part 8) from approved quarry using

Kgs per 1 cum of concrete using 12mm size graded
fabrication charges for sill slabs (APSS No. 402 &
403)

M 20 grade design mix with cement content of 350 kgs
per 1 cum of concrete using 12mm size graded
fabrication charges for platforms, lofts and shelves.
(APSS No. 402 & 403)



( APSS No.126)


( APSS No.126)

contractors profit complete for finished item of work.(SS
901,903 & 904)

finished item of work for internal walls. (SS 901,903 &
904)


finished smooth with a floating coat of neat cement and
thread lining at regular intervals of 45cmx45cm
(APSS No. 901 & 903).


412-92.
412-92
Note: -
Nos.b,c,d and e .
approved agency.

270.00 SQM ONE SQM 540.00
Charge with dubara sponge finishing,including cost and
conveyance of all materials to site, operationals

colour and finish in all shades and designs as approved
by Engineer-in-charge, set over base coat of cement
mortar (1:8), 12mm thick using screened sand over CC
bed already laid or RCC roof slab, including neat
Kgs per sqm & jointed neatly with white cement paste
to full depth mixed with pigment of matching shade,
including cost of all materials like cement, screened
sand , water and tiles etc., and overheads &
(APSS No.701 & 707)

with borders and design as per the approved flooring
pattern as directed by the Engineer-In -Charge, laying
tiles using spacers of 2mm thick, set over a base coat
of CM (1:8) prop. 12mm thick using screened sand
over CC bed already laid or RCC roof slab , including
neat cement slurry of honey like consistancy spread
matching shade including cost and conveyance of all
materials like cement, sand, water, tiles, white cement
etc., to site (excluding cost of C.C. bed) including cost
of base coat and all labour charges for mixing of
cement mortar, laying tiles to required slope as
directed by the Engineer- in-charge etc.,and



Engineer-in-Charge of length not less than 2.43 mts set
incidental labour & lift charges, half rounding the edge ,
platforms (S.S.701 & special)

half rounding the edge , polishing charges, cost of base
coat and overheads & contractors profit complete for

(1:1:2), using 6mm to 12 mm size hard granite machine
crushed metal and screened sand laid over CC bed
already laid or RCC roof slab, in alternate panels of
size not exceeding 1.50 m x 1.50 m, using glass strips
and finishing the top surface to required smoothness
and slopes and thread lining including cost of all
materials like cement, metal sand and water and

mortar (1:6), 12 mm thick using screened sand over CC
bed alredy laid or RCC roof slab including neat cement
slurry of honey like consistency spread @ 3.3 kgs per
sqm and jointed with neat white cement to full depth
mixed with pigment of matching shade including cost
water and tiles etc.,and overheads & contractors profit

pearl black) with borders and design as per the pattern
approved by the Engineer-in-Charge of length not less
than 2.43 mts set over base coat of cement mortar
(1:5) , 12mm thick using screened sand over CC bed
already laid or RCC roof slab including neat grey
Kg per sqm and jointed neatly with white cement paste
mixed with pigment of matching shade to full depth
cement , sand , water , granite slabs etc., to work site
and all operational, incidental labour & lift charges, full
rounding the edges of treads , providing 3 grooves of
size 2mm x 1mm for the full length of treads , polishing
charges, cost of base coat and overheads &
a Treads

b Risers

Size 600 x 600 mm and thickness between 8-10 mm of
any colour and finish in all shades and designs, length
equal to flooring tiles, flushed to wall surface to set
tiles, cement, sand and water etc.,and overheads &
(APSS No.701 &707)

rate of 3.30 kgs per sqm and jointing with white cement
depth, including cost of all materials like tiles, cement,
sand and water etc., and overheads & contractors profit


other than black and regular colours, length equal to
flooring slabs set over base coat of CM(1:3) 12 mm

with borders as approved by Engineer-in-Charge
flushed to wall surface set over base coat of CM(1:5)
12 mm thick using screened sand with cement slurry of
honey like consistency spread at the rate of 3.30 kgs
per sqm and jointing with white cement paste mixed
with pigment of matching shade to full depth, including
cost of all materials like tiles, cement, sand and water

39 Providing dadooing with glazed full body porcelain
wall tiles of size 300mm x 600 mm with any type of
design texture such as marble finish, wooden, bamboo,
stone finishes etc., scratch less, stain free and
colour and finish in all shades and designs with
borders and design as per the approved pattern as
surface set over base coat of CM(1:5) 12 mm thick
using screened sand with cement slurry of honey like
materials like tiles, cement, sand and water etc., and
item of work.

width of 1200mm set over base coat of cement mortar
constructed with 225 mm thick walls using fly ash
cement / lime solid blocks of size 290mm x 225mm x
crushing strength of 50 Kg/Sqcm. and plastering 2mm
thick two coats with base coat of 8mm thick in CM (1:6)
and top coat of 4mm thick in CM (1:4) for brick masonry
drain, laying of tiles in between basement of the
building and brick wall and as directed by the Engineer
- in - charge including cost and conveyance of all
contractor profit etc., complete for finished item of work.


class 1 No for each step fixed with base plate of 25mm
dia using bonding agent and anchor fastner and
130.00 SQM ONE SQM 3040.00

104.00 RM ONE RM 1428.00

42 Providing 110 mm Dia ISI marked PVC down water 328.00 RM ONE RM 275.00
(APSS No. 1328)

Engineer-in-Charge including cost and conveyance of
materials to site and labour charges etc., overheads &
44 Providing and fixing in true horizontal level 15 mm -

Mineral Fiber Ceiling tile of 595 x 595 (Square edge
Fissura fine model) using hot dipped Galvanized
Steel section exposed surface with pre-coated capping,
main Tee of size 24 x 32 mm at every 1200 mm c/c
maximum and rotary stitched cross tee of size 24 x 27
mm at every 600 mm c/c and sub-cross tee of size 24
mm x 25 mm at 1200 mm c/c and wall angle of size 19
x 19 mm fixed to periphery of the wall and the above
grid is suspended at every 1200 mm c/c in both
directions using 2.0 mm thick pre-straightened GI Wire
labour charges such as cutting , fixing of standing of
frame work exposing roof making, overheads &
floors.
2708.00 SQM ONE SQM 975.00

loose powdered materials including cost of all materials
, labour charges and incidental such as scaffolding , lift

4580.00 SQM ONE SQM 42.00

clean & wipe off loose dust, applying knifing paste filler
by putty knife / muslin pad, air dry for 2 - 3 hrs, sand
internal walls.
6397.00 SQM ONE SQM 197.00

47 Providing and applying PMCC / Deco orient base or
Equivalent exterior Texture of average 2 to 3 mm
clean & wipe off loose dust, applying putty/ texture
paint filler by putty knife / muslin pad, air dry for 2-3
hrs for the surface preparation including cost and
conveyance of all materials to work site and all
operational, incidental, labour charges, scaffolding
charges, overheads and contractors profit etc.,
external walls
0.00 SQM ONE SQM 266.00

6562.00 SQM ONE SQM 193.00

0.00 SQM ONE SQM 256.00

(APSS No.1200, 1207 & 1211).

132.00 SQM ONE SQM 199.00

1201, 1212 & 1207).

480.00 SQM ONE SQM 174.00

mm with split type fan light of 500mm at the top fixed
with 4mm thick pin headed glass using 12mm x 12mm
double shutters with bond wood solid block board type
core having cross bands and face veneers, hot pressed
bonded with water proof phenol formaldehyde synthetic
resin factory made conforming to IS 2202-1991 (Part-I)
both sides commercial ply with internal lipping on all
sides, fixing 1mm thick mat finish laminated sheet
to full width and height of the flush shutter both
sides

long handles (IS:208), 2 Nos. door stoppers and 2 Nos.
Rubber / Nylon door stop bushes including fixing the
and nuts including labour charges for fixing the frame in
fan light portion etc., including overheads & contractors
mm) (1500mm x 2600mm)

132.60 SQM ONE SQM 4335.00


including labour charges for fixing the frame in position,
fixing the shutter to the frame etc., including overheads
& contractors profit complete for finished item of work
as per APSS 1001 & 1002 (The vertical frame of door
than 10 mm) (900mm x 2100mm)
39.69 SQM ONE SQM 5077.00

member etc. complete as per manufacture specification
and direction of Engineer-incharge including
2100mm.
292.90 RM ONE RM 375.00

5mm thick Pac sheet of size 150mmX100mm fixed with
upper and lower face of inner side of EPS panel etc.,
complete as per direction of Engineer – in-Charge,
manufacture specification and drawing including ISI
marked Aluminium fixtures 3 Nos. butt hinges (IS:205)
of 150mm long, 1 No. aldrop (IS:2681) 250 mm long, 1
No. tower bolt (IS:204) of 150 mm x 10mm dia, 2 Nos.
125mm long handles (IS:208),1 No. Rubber / Nylon
door stop bushes including labour charges for fixing
the shutter to frame etc., including overheads &
92.94 SQM ONE SQM 3753.00

40 kg), G.I fasteners 100 x 8 mm size for fixing frame to

acceptable.Variation in profile dimension in higher side
shall be accepted. But no extra payment on this
Two track two panels sliding window made of frame

a)

426.00 SQM ONE SQM 6640.00


approved quality, all complete as per approved drawing
& direction of Engineer-in-Charge inclusive of cost of
Single / double glass panes and silicon sealant. Note:
For uPVC frame, sash and mullion extruded profiles
minus 5%tolerance in dimension i.e. in depth & width of

i Ventilators
28.50 SQM ONE SQM 6624.00

7200.00 Kgs ONE Kgs 89.00

138.00 SQM ONE SQM 2817.00

10mm cement bonded pre-laminated particle
boards and 5.00 mm thick plain glass to full height.
Using with LAM to a height of 0.91 meter at bottom
panel and remaining height with glass and aluminum
sections anodized to 12 to 15 microns and of sections
of size 37mm x 62mm and 1.5mm thickness with one
meter centre to centre duly fixed with clip beading on
both sides including fixing the frame to pillars by M.S.
flats, bolts and nuts including cost and conveyance of
all materials etc., complete as directed during execution
and overheads & contractors profit etc., complete for

natural stone, cement, sand and water, scaffolding etc.,

cement paste mixed with pigment of matching shade to
item of work.


nagaram District
Amount
(Rs.)
197522
777200
29007
652700
386107
472095
968363
397119
479536
987982
551210
564355
451543
214820
486292
498492
510814
360150
272025
261670
267972
274000
129921
367146
1154440
1179395
1266478
673540
102795
85956
33267
70535
71525
241944
66096
1075815
66456
73974
88256
51548
13166
29264
30690
39424
23805
3270
1200980
1276128
1260280
933381
676330
233508
139896
154352
56940
26572
23058
27223
15744
3982
8530
8622
8716
8808
9130
13833
13974
14112
10125
6672
8540
3951
8080
4160
6206
1100
7911875
2937153
3060199
2018101
1240128
35830
21391
21881
7670
456620
456924
517086
287738
67482
825759
925922
904194
499320
101310
397258
398112
863954
69994
145800
4887
5295
5700
6108
70994
72375
75600
78825
959958
1001241
1174240
448505
1560870
1198860
958401
891883
27713
28273
28826
29386
91296
92736
94158
69043
1840
49715
163650
149418
151551
153711
68340
61800
63285
64770
45384
42588
42313
9855
13668
14008
14348
14688
27223
27923
28616
25122
200284
195845
199134
133172
543477
488720
364325
295218
512102
15393
15456
19980
395200
148512
90200
5355
5859
6370
6881
2640300
192360
1260209
0
1266466
0
26268
83520
574821
201506
109838
348804
2828640
188784
640800
388746
730184
708120
641375
410750
649635
34425
468585
75578922
ABSTRACT ESTIMATE FOR WATER SUPPLY & SANITARY ARRANGEMENTS

S.No Description of Work (Rs.)
2 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 12.00 NO 3679.00 44148.00

1:6 prop. Masonry. Inspection chamber upto 914.4 mm (3'0")
and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6")
C.I frame and cover of 20 Kg including cost and conveyance
of all materials like cement, sand, bricks, water etc., to site,
cost of seigniorage charges on all materials and all incidental
and operational, labour charges like mixing cement mortar,
3 Supplying and fixing of SWG Gully traps 150mm x 15.00 NO 551.00 8265.00

20” dia RCC manhole covers and frames including excavating
pits up to a depth of 904 mm (3'-0") in all sorts of soils
(exculding rock) and laying cement conrete (1:4:8) 150 mm
thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and
channel 100 mm thick as per Standard specification and
including cost and conveyance of all materials like cement,
sand, bricks, water etc., to site, cost of seigniorage charges
on all materials and all incidental and operational, labour
charges like mixing cement mortar, constructing masonry, lift
charges, curing , overheads & contractors profit etc.,
complete for finished item of work as per Standard
specification.
5 Supplying and fixing of 4" (101.6mm) multi floor trap with 160 NO 139.00 22240.00
6 Supply, Installation and commissioning approved make 31 NO 9445.00 292795.00

floor mounted close coupled EWC suit CASCADE model
'P' or 'S' trap with dual flush porcelain cistern fixed on EWC
with allinternal parts of dual flush cistern, ultra solid seat
cover of approvedmake with rubber buffer and cap 15 mm
angle stop cock 450 mm long PVC inter connection pipe wall
flanges all of approved make etc. complete for finished item
of work in all respects: Special Colour - Grade - III
7 Supplying and fixing 580mm x 440mm long Orissa pan 14.00 NO 4276.00 59864.00
size 76.20mm x 101.60mm using required size of nails,
screws as approved by Engineer-in-charge, angle stop cock
12.70mm dia. first quality Indian make heavy duty
union, P trap or S trap of Indian W.C. shall be encased on CC
(1:2:4) 150mm alround well above the joint to stop leakage at
the joint etc., complete including cost and conveyance of all
materials to site, cost of CC bed, labour charges and
seigniorage charges, overheads & contractors profit etc.,
nuts CP coated , 15 mm brass angle stop valve of quarter
turn spindle type of not less than 400 grams weight with
internal threaded conforming to IS 8931, 30 mm nominal size
charges , overheads & contractors profit for finished item of
work
charges for fixing , overheads & contractors profit for finished
item of work in all floors
10 Supplying and fixing TV shape mirror with plastic frame 23.00 NO 540.00 12420.00
12 Supplying and fixing 15 mm brass body CP finish bib tap 16.00 NO 403.00 6448.00
floors.
15 Supplying and fixing white glazed flat back half stall 6.00 NO 3429.00 20574.00
(HSW/Parry/Neycer) conforming to IS:2556-1995 as
approved by Engineer-in-charge, including supply and fixing
12.7mm PVC connection with brass plumber union nuts CP
coated, 12.70mm push cock 1st quality of approved make ,
31.75 mm dia PVC flexible waste pipe of 914.4 mm length of
Ist quality including cost and conveyance of all materials to
site, labour charges etc., overheads & contractors profit
16 Supplying and fixing of 16mm to 20 mm thick polished 6.00 NO 1977.00 11862.00
17 Supplying and fixing of 101.60mm x 609.60mm white 13.00 RM 876.00 11388.00


a) 15.90mm OD pipe 293.00 Rmt 69.00 20217.00
b) 22.20mm OD pipe 570.00 Rmt 106.00 60420.00
c) 28.60mm OD pipe 147.00 Rmt 164.00 24108.00
d) 34.90mm OD pipe 103.00 Rmt 260.00 26780.00
e) 41.30mm OD pipe 58.00 Rmt 357.00 20706.00
19 Supplying and fixing 65 mm Nominal Bore GI pipe 95.00 Rmt 858.00 81510.00
contractors profit complete for finished item of work except for
GI bends union and GI connectors with checkout and socket
Tata or Zenith make or equivalent

20 80 mm Dia 50.00 Rmt 966.00 48300.00
21 100mm Dia 35.00 Rmt 1051.00 36785.00

item of work.

a) 75mm dia 220.00 Rmt 169.00 37180.00
b) 110mm dia 177.00 Rmt 243.00 43011.00

26 a) Supplying & fixing of Vent Cowl upvc / swr Pipe Fittings it 8.00 EACH 14.00 112.00
27 a) Supplying & fixing of Vent Cowl upvc / swr Pipe Fittings it 6.00 EACH 19.00 114.00
28 Supplying and fixing of stainless steel sink of size 508.00mm 8.00 NOS 7520.00 60160.00
x 457.2mm x 203.20mm, 1mm thick of Indian make fixed on
cantilever brackets including supply and fixing 31.75mm C.P.
waste coupling, 31.75 mm dia PVC flexible waste pipe of
914.4 mm length of Ist quality ncluding chiselling brick
masonry wall and making good & restoring to original
surfaces , overheads & contractors profit complete for
29 Supplying & Fixing Indian make white glazed vitreous china 200.00 NOS 5630.00 1126000.00
porcelain sink conforming to IS:2556-Part-5-1994 on
cantilever brackets with waste fittings like rubber plug,
chain,32 mm nominal size C.P. Fitting with parallel pipe
thread conforming to IS:2963-1979 : 750 x 450 x 250
Name of the work : Establishment of Government Medical College at Vizianagaram in Vizianagaram
District
Detailed Estimate for NURSING COLLEGE- Ground Floor

1 Earth work excavation by
Machinery excluding out of water
F1 4 1.350 1.350 1.800 13.12

F2 7 1.550 1.550 1.800 30.27
F3 13 1.750 1.750 1.800 71.66
F4 28 1.950 1.950 1.800 191.65
F5 36 2.150 2.150 1.800 299.54
F6 105 2.350 2.350 1.800 1043.75
F7 4 2.550 2.550 1.800 46.82
F8 2 2.750 2.750 1.800 27.23
i VPCC Wall Foundation
Alround the bldg 1 191.507 0.750 0.600 86.18
F1 -6 1.350 0.750 0.600 -3.65
F2 -4 1.550 0.750 0.600 -2.79
F3 -13 1.750 0.750 0.600 -10.24
F4 -18 1.950 0.750 0.600 -15.80
F5 -15 2.150 0.750 0.600 -14.51
F6 -1 2.350 0.750 0.600 -1.06
F7 -2 2.550 0.750 0.600 -2.30
F8 -2 2.750 0.750 0.600 -2.48
1757.41
For 1 Blocks 1757.41
Say 1846.00 Cum
2
Deductions
a Qty as per PCC (1:4:8) -151.000
b Qty as per PCC (1:5:10) -195.000
level -15.000 -886.25
959.750 959.75
Say 960.00 Cum
Basement Filling
Qty Same as Vetrified flooring 1 782.650 2.100 1643.56
Qty Same as Corridor flooring 1 399.116 2.100 838.14
Qty Same as Ceramic flooring 1 77.309 2.100 162.35
2818.60
Say 2819.00 Cum
Total Earth to be Filled
3778.60
APMSIDC-MTM NC-DET-GF 1346 OF 3032

Say 3779.00 Cum

Qty same as 50% of excavation -879.00
2900.00 Cum

Qty same as 50% of excavation 0.5 1757.406 878.70 Cum
Say 879.00 Cum

F1 4 1.350 1.350 0.150 1.09
F2 7 1.550 1.550 0.150 2.52
F3 13 1.750 1.750 0.150 5.97
F4 28 1.950 1.950 0.150 15.97
F5 36 2.150 2.150 0.150 24.96
F6 105 2.350 2.350 0.150 86.98
F7 4 2.550 2.550 0.150 3.90
F8 2 2.750 2.750 0.150 2.27
143.67
For 1 Blocks 143.67
Say 151.00 Cum
6 PCC (1:5:10)
Horizontal
A8-A11 1 10.660 0.450 0.150 0.720
B1-B6 typ 16 8.560 0.450 0.150 9.245
M2-M6 typ 6 5.850 0.450 0.150 2.369
B6-&B7 typ 14 3.085 0.450 0.150 2.915
B7-B13 typ 7 24.420 0.450 0.150 11.538
Vertical
A8-B8 4 7.360 0.450 0.150 1.987
B1-C1 11 8.560 0.450 0.150 6.356
C1-D1 12 2.400 0.450 0.150 1.944
D1-L1 6 18.830 0.450 0.150 7.626
D4-F4 2 4.300 0.450 0.150 0.581
I7-L7 6 8.560 0.450 0.150 3.467
L5-M5 10 2.400 0.450 0.150 1.620
M2-02 4 6.800 0.450 0.150 1.836
M6-P6 8 8.560 0.450 0.150 4.622
Lift 1 7.200 0.450 0.150 0.486
Deduct columns-C1 -28 0.300 0.450 0.150 -0.567
Deduct columns-C2 -17 0.300 0.450 0.150 -0.344
Deduct columns-C3 -24 0.300 0.450 0.150 -0.486
Deduct columns-C4 -7 0.300 0.450 0.150 -0.142
Deduct columns-C5 -10 0.300 0.450 0.150 -0.203
Deduct columns-C6 -6 0.300 0.450 0.150 -0.122
Deduct columns-C7 -2 0.300 0.450 0.150 -0.041
Deduct columns-C8 -8 0.380 0.450 0.150 -0.205
Deduct columns-C9 -5 0.380 0.450 0.150 -0.128
Deduct columns-C10 -2 0.380 0.450 0.150 -0.051
Deduct columns-C11 -1 0.380 0.450 0.150 -0.026
Deduct columns-C12 -1 0.380 0.450 0.150 -0.026
Deduct columns-C1 -28 0.450 0.450 0.150 -0.851

Deduct columns-C2 -17 0.450 0.450 0.150 -0.516
Deduct columns-C3 -24 0.450 0.450 0.150 -0.729

Deduct columns-C4 -7 0.450 0.450 0.150 -0.213
Deduct columns-C5 -10 0.600 0.450 0.150 -0.405
Deduct columns-C6 -6 0.600 0.450 0.150 -0.243
Deduct columns-C7 -2 0.600 0.450 0.150 -0.081
Deduct columns-C8 -8 0.380 0.450 0.150 -0.205
Deduct columns-C9 -5 0.380 0.450 0.150 -0.128
Deduct columns-C10 -2 0.600 0.450 0.150 -0.081
Deduct columns-C11 -1 0.600 0.450 0.150 -0.041
Deduct columns-C12 -1 0.600 0.450 0.150 -0.041
Under Flooring
Qty Same as Vetrified flooring 1 782.650 0.100 78.26
Qty Same as Corridor flooring 1 399.116 0.100 39.91
Qty Same as Ceramic flooring 1 77.309 0.100 7.73
185.66
For 1 Blocks 185.66
Say 195.00 Cum
under lintels
MD 2 1 0.300 0.225 0.150 0.02
D2 2 10 0.300 0.225 0.150 0.20
D5 2 4 0.300 0.225 0.150 0.08
Lift door 2 1 0.300 0.225 0.150 0.02
W1 2 26 0.300 0.225 0.150 0.53
W2 2 5 0.300 0.225 0.150 0.10
SW1 2 4 0.300 0.225 0.150 0.08
JW1 2 2 0.300 0.225 0.150 0.04
V1 2 27 0.300 0.225 0.150 0.55
D6 2 17 0.300 0.225 0.150 0.34
D2 2 1 0.300 0.225 0.150 0.02
D5 2 1 0.300 0.225 0.150 0.02
Lift door 2 1 0.300 0.225 0.150 0.02
MD 6 1 0.300 0.225 0.150 0.06
D2 6 10 0.300 0.225 0.150 0.61
D5 6 4 0.300 0.225 0.150 0.24
Lift door 6 1 0.300 0.225 0.150 0.06
W1 4 26 0.300 0.225 0.150 1.05
W2 4 5 0.300 0.225 0.150 0.20
SW1 4 4 0.300 0.225 0.150 0.16
JW1 4 2 0.300 0.225 0.150 0.08
V1 2 27 0.300 0.225 0.150 0.55
D6 6 17 0.300 0.225 0.150 1.03
D2 6 1 0.300 0.225 0.150 0.06
D5 6 1 0.300 0.225 0.150 0.06
Lift door 6 1 0.300 0.225 0.150 0.06
6.26
For 1 Blocks 6.26
Say 7.00 Cum
8 PCC for Steps

Staircase 1 22 2.000 0.300 0.150 1.98
1.98
For 1 Blocks 1.98
Say 2.00 cum

9 sill slabs
W1 26 1.800 0.225 0.100 1.05
W2 5 1.500 0.225 0.100 0.17
V1 27 0.600 0.225 0.100 0.36
1.59
For 1 Blocks Say 2.00 cum

a Platforms
Hand wash in L.Toilet 2 1.920 0.600 2.304
Hand wash in G.Toilet 2 1.057 0.600 1.268
Hand wash in Toilet 2 2.240 0.600 2.688
6.260
For 1 Blocks 6.26
Say 7.000 Sqm
Lofts
Principal 1 6.770 0.600 4.062
Vice Principal 1 3.270 0.600 1.962
Dining Room 1 8.100 0.600 4.860
AV Aids Room 1 8.100 0.600 4.860
Store Room 1 3.000 0.600 1.800
17.544
For 1 Blocks 17.54
Say 18.000 Sqm

Say 25.000 Sqm
b Racks and shelves 25mm

Principal 3 1 6.770 0.450 9.140
Vice Principal 3 1 3.270 0.450 4.415
Dining Room 3 1 8.100 0.450 10.935
AV Aids Room 3 1 8.100 0.450 10.935
Store Room 3 1 3.000 0.450 4.050
39.474
For 1 Blocks 39.47
Say 40.000 Sqm
11 RCC Retaining wall

i Foundation
Wall Alround external 1 191.507 0.315 2.350 141.763
Deduction of footings
F1 -4 1.500 0.315 0.200 -0.378
F2 -3 1.800 0.315 0.250 -0.425
F4 -2 2.400 0.315 0.350 -0.529
F5 -2 2.700 0.315 0.375 -0.638
F6 -16 3.000 0.315 0.425 -6.426
F7 -5 3.300 0.315 0.475 -2.469
F9 -1 3.900 0.315 0.550 -0.676
F10 -2 4.200 0.315 0.600 -1.588
RF-1 -2 4.200 0.315 0.600 -1.588
RAFT-4 -1 6.450 0.315 0.475 -0.965
RAFT-5 -1 6.680 0.315 0.475 -0.999
Deduct Pedastals -46 0.900 0.315 0.600 -7.825

Building alround the above GL
C1 -12 0.300 0.315 1.475 -1.673
C1 -2 0.450 0.315 1.475 -0.418
C2 -8 0.300 0.315 1.475 -1.115
C3 -8 0.300 0.315 1.475 -1.115
C4 -4 0.300 0.315 1.475 -0.558
C5 -4 0.600 0.315 1.475 -1.115
C6 -2 0.600 0.315 1.475 -0.558
C7 -1 0.300 0.315 1.475 -0.139
C9 -4 0.300 0.315 1.475 -0.558
C10 -2 0.600 0.315 1.475 -0.558
109.45
For 1 Blocks 109.45
Say 115.00 Cum
ii Basement
Wall Alround external 1 191.507 0.315 1.700 102.552
C1 -12 0.300 0.315 1.700 -1.928
C1 -2 0.450 0.315 1.700 -0.482
C2 -8 0.300 0.315 1.700 -1.285
C3 -8 0.300 0.315 1.700 -1.285
C4 -4 0.300 0.315 1.700 -0.643
C5 -4 0.600 0.315 1.700 -1.285
C6 -2 0.600 0.315 1.700 -0.643
C7 -1 0.300 0.315 1.700 -0.161
C9 -4 0.300 0.315 1.700 -0.643
C10 -2 0.600 0.315 1.700 -0.643
93.56
For 1 Blocks 93.56
Say 99.00 Cum
12 VRCC M25 grade
q Footings
F1 4 1.350 1.350 0.250 1.823
F2 7 1.550 1.550 0.300 5.045
F3 13 1.750 1.750 0.350 13.934
F4 28 1.950 1.950 0.375 39.926
F5 36 2.150 2.150 0.425 70.724
F6 105 2.350 2.350 0.475 275.435
F7 4 2.550 2.550 0.525 13.655
F8 2 2.750 2.750 0.550 8.319
428.86
For 1 Blocks 428.86
Say 451.00 Cum
b Pedestals
C1 28 0.900 0.900 0.600 13.608
C2 17 0.900 0.900 0.600 8.262
C3 24 0.900 0.900 0.600 11.664
C4 7 0.900 0.900 0.600 3.402
C5 10 0.900 0.900 0.600 4.860
C6 6 0.900 0.900 0.600 2.916
C7 2 0.900 0.900 0.600 0.972
C8 8 0.900 0.900 0.600 3.888
C9 5 0.900 0.900 0.600 2.430
C10 2 0.900 0.900 0.600 0.972
C11 1 0.900 0.900 0.600 0.486

C12 1 0.900 0.900 0.600 0.486
53.95
For 1 Blocks 53.95
Say 57.00 Cum
d Plinth Beams
Horizontal
A8-A11 1 10.660 0.230 0.350 0.858
B1-B6 typ 8 8.560 0.230 0.350 5.513
H1-H6 typ 8 8.560 0.230 0.400 6.300
M2-M6 typ 6 5.850 0.230 0.350 2.826
B6-&B7 typ 14 3.085 0.230 0.350 3.477
B7-B13 typ 7 24.420 0.230 0.350 13.761
Vertical
A8-B8 4 7.360 0.230 0.400 2.708
B1-C1 11 8.560 0.230 0.400 8.663
C1-D1 12 2.400 0.230 0.350 2.318
D1-L1 6 18.830 0.230 0.350 9.095
D4-F4 2 4.300 0.230 0.400 0.791
I7-L7 6 8.560 0.230 0.400 4.725
L5-M5 10 2.400 0.230 0.350 1.932
M2-02 4 6.800 0.230 0.350 2.190
M6-P6 8 8.560 0.230 0.400 6.300
Lift 1 7.200 0.230 0.350 0.580
Deduct columns-C1 -28 0.300 0.230 0.350 -0.676
Deduct columns-C2 -17 0.300 0.230 0.400 -0.469
Deduct columns-C3 -24 0.300 0.230 0.400 -0.662
Deduct columns-C4 -7 0.300 0.230 0.400 -0.193
Deduct columns-C5 -10 0.300 0.230 0.400 -0.276
Deduct columns-C6 -6 0.300 0.230 0.400 -0.166
Deduct columns-C7 -2 0.300 0.230 0.400 -0.055
Deduct columns-C8 -8 0.380 0.230 0.400 -0.280
Deduct columns-C9 -5 0.380 0.230 0.400 -0.175
Deduct columns-C10 -2 0.380 0.230 0.400 -0.070
Deduct columns-C11 -1 0.380 0.230 0.400 -0.035
Deduct columns-C12 -1 0.380 0.230 0.400 -0.035
Deduct columns-C1 -28 0.450 0.230 0.400 -1.159
Deduct columns-C2 -17 0.450 0.230 0.400 -0.704
Deduct columns-C3 -24 0.450 0.230 0.400 -0.994
Deduct columns-C4 -7 0.450 0.230 0.400 -0.290
Deduct columns-C5 -10 0.600 0.230 0.400 -0.552
Deduct columns-C6 -6 0.600 0.230 0.400 -0.331
Deduct columns-C7 -2 0.600 0.230 0.400 -0.110
Deduct columns-C8 -8 0.380 0.230 0.400 -0.280
Deduct columns-C9 -5 0.380 0.230 0.400 -0.175
Deduct columns-C10 -2 0.600 0.230 0.400 -0.110
Deduct columns-C11 -1 0.600 0.230 0.400 -0.055
Deduct columns-C12 -1 0.600 0.230 0.400 -0.055
64.13
For 1 Blocks 64.13
Say 68.00 Cum
13 VRCC M35 grade
a Columns
i Columns Upto GL including out of
water from 0 to 1m
C1 28 0.300 0.450 0.500 1.890

C2 17 0.300 0.450 0.500 1.148
C3 24 0.300 0.450 0.500 1.620
C4 7 0.300 0.450 0.500 0.473
C5 10 0.300 0.600 0.500 0.900
C6 6 0.300 0.600 0.500 0.540
C7 2 0.300 0.600 0.500 0.180
C8 8 0.380 0.380 0.500 0.578
C9 5 0.380 0.380 0.500 0.361
C10 2 0.380 0.600 0.500 0.228
C11 1 0.380 0.600 0.500 0.114
C12 1 0.380 0.600 0.500 0.114
8.14
For 1 Blocks 8.14
Say 9.00 Cum

i Columns Upto GL
C1 28 0.300 0.450 0.850 3.213
C2 17 0.300 0.450 0.850 1.951
C3 24 0.300 0.450 0.850 2.754
C4 7 0.300 0.450 0.850 0.803
C5 10 0.300 0.600 0.850 1.530
C6 6 0.300 0.600 0.850 0.918
C7 2 0.300 0.600 0.850 0.306
C8 8 0.380 0.380 0.850 0.982
C9 5 0.380 0.380 0.850 0.614
C10 2 0.380 0.600 0.850 0.388
C11 1 0.380 0.600 0.850 0.194
C12 1 0.380 0.600 0.850 0.194
13.85
For 1 Blocks 13.85
Say 15.00 Cum

C1 28 0.300 0.450 1.700 6.426
C2 17 0.300 0.450 1.700 3.902
C3 24 0.300 0.450 1.700 5.508
C4 7 0.300 0.450 1.700 1.607
C5 10 0.300 0.600 1.700 3.060
C6 6 0.300 0.600 1.700 1.836
C7 2 0.300 0.600 1.700 0.612
C8 8 0.380 0.380 1.700 1.964
C9 5 0.380 0.380 1.700 1.227
C10 2 0.380 0.600 1.700 0.775
C11 1 0.380 0.600 1.700 0.388
C12 1 0.380 0.600 1.700 0.388
27.69
For 1 Blocks 27.69
Say 30.00 Cum

bottom
C1 28 0.300 0.450 3.475 13.136
C2 17 0.300 0.450 3.475 7.975
C3 24 0.300 0.450 3.475 11.259
C4 7 0.300 0.450 3.475 3.284
C5 10 0.300 0.600 3.475 6.255
C6 6 0.300 0.600 3.475 3.753
C7 2 0.300 0.600 3.475 1.251
C8 8 0.380 0.380 3.475 4.014
C9 1 0.380 0.380 7.050 1.018
C10 2 0.380 0.600 3.475 1.585
C11 1 0.380 0.600 3.475 0.792
C12 1 0.380 0.600 3.475 0.792
55.11
For 1 Blocks 55.11
Say 56.00 Cum
14
columns Double height at 7.2m ht
a Portico columns
C9 4 0.380 0.380 7.050 4.072
4.072

For 1 Blocks 4.072
Say 5.000 Sqm

i Upto G.L 24.00
109.11
Say 110.00 Cum
b Lintels
MD 1 2.860 0.225 0.175 0.11
D2 10 1.960 0.225 0.175 0.77
D5 4 1.360 0.225 0.175 0.21
Lift door 1 1.660 0.225 0.175 0.07
W1 26 2.260 0.225 0.175 2.31
W2 5 1.960 0.225 0.175 0.39
SW1 4 2.260 0.225 0.175 0.36
JW1 2 2.260 0.225 0.175 0.18
V1 27 1.060 0.225 0.175 1.13
D6 17 1.210 0.100 0.175 0.36
D2 1 1.960 0.100 0.175 0.03
D5 1 1.360 0.100 0.175 0.02
Lift door 1 1.360 0.230 0.175 0.05
6.00
For 1 Blocks 6.00
Say 6.00 Cum
c 230mm thick Side walls

lift walls h 2 3.150 1.500 9.45
Lift walls v 2 2.400 1.500 7.20
Ded for col -4 0.450 1.500 -2.70
Ded for col -4 0.300 1.500 -1.80
12.15
For 1 Blocks 12.15
Say 13.00 Sqm
14 VRCC M25 grade

a Roof Beams
Horizontal
B1-B19 2 41.080 0.230 0.300 5.669
Deduct columns -18 0.300 0.230 0.300 -0.373
Deduct columns -4 0.450 0.230 0.300 -0.124
D1-D4 clear (typ) 2 4.705 0.230 0.300 0.649
D4-D7 clear (typ) 2 6.035 0.230 0.300 0.833
F1-F6clear (typ) 10 8.560 0.230 0.450 8.860
F6-F7 2 2.250 0.230 0.300 0.311
D7-D13 2 17.800 0.230 0.300 2.456
L6-L14 3 24.305 0.230 0.300 5.031
Deduct columns -6 0.300 0.230 0.300 -0.124
Deduct columns -1 0.450 0.230 0.300 -0.031
M2-M6 6 5.900 0.230 0.300 2.443
Deduct columns -6 0.450 0.230 0.300 -0.186
Deduct columns -2 0.300 0.230 0.300 -0.041

Vertical
B1-C1 11 8.560 0.230 0.450 9.746
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
C1-D1 12 2.400 0.230 0.300 1.987
D1-L1 6 18.830 0.230 0.300 7.796
Deduct columns-C2 -4 0.300 0.230 0.300 -0.083
Deduct columns-C10 -2 0.600 0.230 0.300 -0.083
Deduct columns-C5 -4 0.600 0.230 0.300 -0.166
Deduct columns-C6 -2 0.600 0.230 0.300 -0.083
D4-F4 2 4.300 0.230 0.300 0.593
I7-L7 6 8.560 0.230 0.450 5.316
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
L5-M5 10 2.400 0.230 0.300 1.656
M2-02 4 6.800 0.230 0.300 1.877
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
M6-P6 8 8.560 0.230 0.450 7.088
Lift 1 7.200 0.230 0.300 0.497
Deduct columns -4 0.300 0.230 0.300 -0.083
Deduct columns -1 0.450 0.230 0.300 -0.031
60.53
For 1 Blocks 60.53
Say 61.00 Cum
15 Beams Double height at 7.2m ht

a Portico Beams
Horizontal 2 10.660 0.230 0.300 1.471
deduct columns -3 0.380 0.230 0.300 -0.079
vertical 4 7.360 0.230 0.450 3.047
deduct columns -3 0.380 0.230 0.450 -0.118
4.321
For 1 Blocks 4.321
Say 5.000 Sqm
b Roof slab
C3-C17x C3-D3 1 32.790 2.400 78.696
L5-L15XL5-M5 1 29.130 2.400 69.912
D6-D7XD6-L6 2 18.830 3.310 124.655
273.26
For 1 Blocks 273.26
Say 274.00 Sqm
ii) Roof Slab 150 mm thick

B1-B19XB1-L1 1 41.080 29.790 1223.773
L5-L15XL5-M5 1 29.130 2.400 69.912
M6-M14XM6-P6 1 24.420 8.560 209.035
Deduct st Lift 1 2.930 2.330 6.827
Deduct st case -2 5.300 4.300 -45.580
Deduct st Lift -1 2.400 1.800 -4.320
Deduct OTS area -1 17.340 10.040 -174.094
Deduct Double ht -1 6.700 8.550 -57.285
Deduct 125 mmthick slab -273.263
955.01

For 1 Blocks 955.01
Say 956.00 Sqm
ii) Sunken slab(150mm thick)

M2-M6xM2-O2 2 1 5.930 6.800 80.648
80.65
For 1 Blocks 80.65
Say 81.000 Sqm
ii) Waist slab (150mm thick)

Staircase 2 2 3.759 2.000 30.072
Mid landing 2 1 4.300 2.000 17.200
47.27
For 1 Blocks 47.27
Say 48.000 Sqm
iii) Roof Slab 150 mm thick

Unsupported geight
Roof Double ht 1 6.700 8.550 57.285
Portico 1 7.360 10.660 78.458
135.74
For 1 Blocks 135.74
Say 136.00 Sqm
15 Sunshades
W1 26 2.100 54.60
W2 4 1.800 7.20
61.80
For 1 Blocks Say 62.00 RM

Horizontal
800MM Wall 1 14.875 0.225 0.800 2.678
800MM Wall 1 11.340 0.225 0.800 2.041
Deduct columns -9 0.450 0.225 3.150 -2.870
Deduct columns -1 0.600 0.225 3.150 -0.425
HOD Room 1 9.195 0.225 3.150 6.517
Deduct columns -2 0.300 0.225 3.150 -0.425
Vice principal 1 3.270 0.225 3.150 2.318
Office staff Room 1 7.390 0.225 3.150 5.238
Deduct columns -1 0.300 0.225 3.150 -0.213
Stair case(TYP) 2 6.530 0.225 3.000 8.816
Lecture hall(TYP) 4 8.330 0.225 3.000 22.491
Deduct columns -4 0.450 0.225 3.000 -1.215
Toilet (TYP) 5 5.930 0.225 3.000 20.014
Deduct columns -5 0.450 0.225 3.000 -1.519
Deduct columns -10 0.300 0.225 3.000 -2.025
Open to sky(TYP) 1 17.800 0.225 3.150 12.616
Dining Room For staff 1 6.700 0.225 3.150 4.749
AV Aids Room 1 6.665 0.225 3.150 4.724
Deduct columns -18 0.300 0.225 3.150 -3.827
Computer lab 1 24.420 0.225 3.150 17.308
Deduct columns -2 0.450 0.225 3.150 -0.638
Deduct columns -6 0.300 0.225 3.150 -1.276
Computer lab 1 17.800 0.225 3.150 12.616

Deduct columns -4 0.300 0.225 3.150 -0.851
Lift 2 2.860 0.225 3.175 4.086
Deduct columns -2 0.300 0.225 3.175 -0.429

Vertical
Vertical(TYP) 2 30.390 0.225 3.150 43.078
Deduct columns -4 0.300 0.225 3.150 -0.851
Deduct columns -4 0.380 0.225 3.150 -1.077
HOD Room 4 7.660 0.225 3.150 21.716
Lecture Hall 2 13.320 0.225 3.150 18.881
Deduct columns -3 0.600 0.225 3.150 -1.276
Dining Room For staff(TYP) 4 7.360 0.225 3.175 21.031
Lift 2 1.800 0.225 3.175 2.572
Computer lab(TYP) 4 8.560 0.225 3.000 23.112
Deduct columns -5 0.450 0.225 3.000 -1.519
Toilet (TYP) 2 6.810 0.225 3.150 9.653
Deduct columns -2 0.300 0.225 3.150 -0.425
Toilet V 2 3.950 0.225 3.150 5.599
Corridor Walls 2 2.400 0.225 3.150 3.402
Coloumn Offsets 8 0.600 0.225 3.450 3.726
Deductions
MD -1 2.400 0.225 2.600 -1.40
D2 -10 1.500 0.225 2.600 -8.78
D5 -4 0.900 0.225 2.100 -1.70
Lift door -1 1.200 0.225 2.100 -0.57
W1 -26 1.800 0.225 1.800 -18.95
W2 -5 1.500 0.225 1.800 -3.04
SW1 -4 1.800 0.225 1.800 -2.92
JW1 -2 1.800 0.225 1.800 -1.46
V1 -27 0.600 0.225 0.500 -1.82
Lintels
MD -1 2.860 0.225 0.175 -0.11
D2 -10 1.960 0.225 0.175 -0.77
D5 -4 1.360 0.225 0.175 -0.21
Lift door -1 1.660 0.225 0.175 -0.07
W1 -26 2.260 0.225 0.175 -2.31
W2 -5 1.960 0.225 0.175 -0.39
SW1 -4 2.260 0.225 0.175 -0.36
JW1 -2 2.260 0.225 0.175 -0.18
V1 -27 1.060 0.225 0.175 -1.13
211.96
For 1 Blocks 211.96
Say 212.00 cum
17
100 mm thick brick masonry walls
Glazing Wall 6 1.780 3.600 38.448
Glazing Wall 9 0.100 3.600 3.240
Glazing Wall 1 2.835 3.600 10.206
Glazing Wall 2 1.082 3.600 7.790
G.Toilet H in HOD Room 2 4.360 3.175 27.686
2
In between L&G toilet in HOD Room 3.950 3.175 25.083
Principal 1 6.770 3.175 21.495
Toilet-H 1 1.500 3.175 4.763
Toilet-v 1 1.915 3.175 6.080
Ante Room-v 1 3.230 3.175 10.255
L&G Toilet Near lobby 1 2.400 3.175 7.620
Open to sky-V 2 9.890 3.175 62.802

Deduct columns -5 0.380 3.175 -6.033
Open to sky-H 1 17.570 3.175 55.785
Deduct columns -6 0.380 3.175 -7.239
Toilet Block
Vertical 1 3.115 3.175 9.890
Deduct Opening -1 1.500 3.175 -4.763
WC-V 1 6.345 3.175 20.145
WC-V 1 3.115 3.175 9.890
WC-H 4 1.500 3.475 20.850
Toilet Block Near store
Vertical 1 3.115 3.175 9.890
WC-V 1 3.115 3.175 9.890
WC-H 1 1.500 3.175 4.763
Deductions
D6 -17 0.750 2.100 -26.775
D2 -1 1.500 2.100 -3.150
D5 -1 0.900 2.100 -1.890
Lintels
D6 -17 1.210 0.175 -3.600
D2 -1 1.960 0.175 -0.343
D5 -1 1.360 0.175 -0.238
318.03
Say 319.00 sqm
18 Cubicles
H.0.D
Cubicle h 1 11.48 2.950 33.87
Cubicle h 1 8.86 2.950 26.14
Cubicle v 8 3.15 1.350 34.02
Office/staffroom
Cubicle h 2 8.86 2.950 52.27
Cubicle v 8 3.15 2.950 74.34
220.64
Say 221.00 sqm
i Fixed partition
Say 199.00 sqm
ii Fixed partition with door

Say 23.00 sqm
19 TMT STEEL
150mm thick side walls 0.15 214.00 150.000 Kgs/Cum 4815.00
level 273.3 80.000 0.125 Kgs/Cum 2732.63

125mm thick Roof slab inclined Sla 51.0 80.000 0.125 Kgs/Cum 510.00
level 1035.7 80.000 0.150 Kgs/Cum 12427.85
150mm thick waist slab upto 3.3 mts
level 48.00 80.000 0.150 Kgs/Sqm 576.00
level 135.74 80.000 0.150 Kgs/Sqm 1628.91
Lintels 6.00 80.000 Kgs/Cum 480.00
125028.27
Say 125.00 MT
20 Mild steel
RBM 318 2.000 Kgs/Sqm 636.066
636.066
Say 0.600 MT
Qty Same as Vettrified flooring 782.65
Qty Same as Common flooring 399.12
Qty Same as Cerami flooring 77.31
Qty Same as Chequered flooring 60.52
1342.19
Say 1343.00 Sqm

Lecture hall typ 2 43.88 3.450 302.77
HOD Room typ 2 39.16 3.450 270.20
Principal 1 24.41 3.450 84.21
Ante room 1 14.1 3.450 48.65
Vice Principal 1 18.14 3.450 62.58
dining Room typ 2 29.16 3.450 201.20
computer lab 1 50.88 3.450 175.54
Store 1 16.94 3.450 58.44
2.4 m wide corridor H 1 62.140 3.450 214.38
staff room offset 1 16.660 3.450 57.48
Entrance/waiting 1 13.400 3.450 46.23
2.4 m wide corridor near stair case H 1 58.660 3.450 202.38
Principal room offset 1 6.600 3.450 22.77
Lobby offset 1 5.200 3.450 17.94
Stair case offset 1 6.000 3.450 20.70
3 wide corridor V near toilets 2 22.66 3.450 156.35
3 wide corridor V 2 43.66 3.450 301.25
Atached Toilet in principal room 1 6.60 3.450 22.77
Toilet Near staircase
in front of toilets 2 10.19 3.450 70.31
G Toilet wash area 2 6.24 3.450 43.06
G Toilet WC 2 6.00 3.450 41.40
L Toilet wash area 2 6.24 3.450 43.06
Toilet Near Lecture hall
Wash area 1 10.71 3.450 36.95
Passage 1 9.83 3.450 33.91
b/w wc's 1 10.34 2.100 21.71

wc 6 6.00 2.100 75.60

Toilet Near Faculty Room
Wash area 1 10.57 3.450 36.47
In front of wc's 1 9.23 2.100 19.38
wc 2 6.00 2.100 25.20
Lift walls 1 2.400 3.450 8.28
Stair case 2 14.90 3.450 102.81
all round lift 1 8.80 3.450 30.36
Deductions
D2 -11 1.500 2.600 -42.90
D5 -5 9.000 2.100 -94.50
D6 -17 0.750 2.100 -26.78
Lift door -1 0.900 2.100 -1.890
W2 -1 1.500 1.800 -2.70
SW1 -4 1.800 1.800 -12.96
V1 -7 0.600 0.500 -2.10
Ded for Dadooing in toilets -310.95
Ded for granite cladding -6.39
1880.69
Say 1881.00 Sqm
Say 1128.00 Sqm
Say 752.00 Sqm
a Basement plastering
Alround the building as per CADD 1 1 177.840 0.600 106.70
106.70
For 1 Blocks 106.70
Say 107.00 Sqm
b Superstructure
Alround open to sky 1 1 55.560 3.600 200.02
flower bed 2 1 8.060 1.500 24.18
8oo mm Height wall 2 1 14.875 0.800 23.80
Columns plastering 4 1 1.360 7.200 39.17
Deductions
Deduct spider glazing -1 8.000 3.600 -28.80
Deduct structural glazing -8 1.800 3.600 -51.84
M.D -1 2.400 2.600 -6.24
W1 -26 1.800 1.800 -84.24
W2 -4 1.500 1.800 -10.80
V1 -20 0.600 0.500 -6.00
JW -2 1.800 1.800 -6.48
732.99
For 1 Blocks 732.99
Say 733.00 Sqm

Flooring
G Toilet WC 2 1.800 1.200 4.320
Wash area 1 2.240 3.115 6.978
Passage 1 1.500 3.415 5.123
b/w wc's 1 2.240 2.930 6.563
wc 6 1.500 1.500 13.500
Wash area 1 2.170 3.115 6.760
In front of wc's 1 1.500 3.115 4.673
wc 2 1.500 1.500 4.500
77.309
For 1 Blocks 77.31
Say 77.000 Sqm

Lecture hall typ 2 8.100 13.840 224.208
HOD Room typ 2 11.480 8.100 185.976
Principal 1 6.770 5.435 36.795
Ante room 1 4.050 3.000 12.150
Deduct Toilet -1 1.500 1.910 -2.865
Vice Principal 1 3.270 5.800 18.966
dining Room typ 2 6.480 8.100 104.976
computer lab 1 17.340 8.100 140.454
Store 1 5.470 3.000 16.410
Under staircase 2 5.300 4.300 45.580
782.650
For 1 Blocks 782.65
Say 783.000 Sqm
b Flooring in Corridors
2.4 m wide corridor H 1 28.670 2.400 68.808
Dining room offset 1 3.235 8.330 26.948
Lobby offset 1 3.270 2.600 8.502
3 wide corridor V 2 3.000 18.830 112.980
399.116
For 1 Blocks 399.12
Say 400.000 Sqm
25 Polished GraniteFlooring
Entrance Midlanding 1 3.230 1.670 5.394
22.594
For 1 Blocks 22.59

Say 23.000 Sqm

C Chequered tiles
Portico 1 11.140 4.450 49.57
Ramp Entrance 2 3.650 1.500 10.95
60.52
For 1 Blocks 60.52
Say 61.00 Sqm
D Granolithic concrete
Lift(provision) 1 2.400 1.800 4.32
For 1 Blocks 4.32
Say 5.00 Sqm

7.000
Say 7.000 Sqm
27
High polished granite for sill slabs
W1 26 1.800 0.225 10.530
W2 5 1.500 0.225 1.688
SW1 4 1.800 0.225 1.620
V1 27 0.600 0.225 3.645
17.483
For 1 Blocks 17.48
Say 18.000 Sqm
a Treads
Entrance steps 1 3 3.235 0.300 2.91
Staircase 2 22 2.000 0.300 26.40
29.312
For 1 Blocks 29.31
Say 30.000 Sqm
b Risers
Entrance steps 1 5 3.230 0.150 2.42
Staircase 2 24 2.000 0.150 14.40
16.823
For 1 Blocks 16.82
Say 17.000 Sqm
Skirting
Lecture hall typ 2 43.88 87.760
HOD Room typ 2 39.16 78.320
Principal 1 24.41 24.410
Ante room 1 14.1 14.100
Deduct Toilet -1 6.82 -6.820
Vice Principal 1 18.14 18.140
dining Room typ 2 29.16 58.320
Under staircase 2 14.900 29.800
computer lab 1 50.88 50.880
Store 1 16.94 16.940
371.850
For 1 Blocks 371.85
Say 372.000 Rmt


b Dadooing in corridor
2.4 m wide corridor H 1 62.140 1.500 93.210
staff room offset 1 16.660 1.500 24.990
Lobby offset 1 5.200 1.500 7.800
3 wide corridor V 2 43.66 1.500 130.980
Deductions
Staire case -2 4.300 1.500 -12.900
Lift door (provision) -1 0.900 1.500 -1.350
472.500
For 1 Blocks 472.50
Say 473.000 Sqm
30 Skirting with ganite
Staire case Midlanding & Treads 2 16.700 33.400
33.400
For 1 Blocks 33.40
Say 34.000 Rmt

Lift walls 1 2.400 3.450 8.280
Lift door -1 0.900 2.100 -1.890
6.390
For 1 Blocks 6.39
Say 7.000 Sqm

G Toilet WC 2 6.00 2.100 25.200
Wash area 1 10.71 2.100 22.491
Passage 1 9.83 2.100 20.643
b/w wc's 1 10.34 2.100 21.714
wc 6 6.00 2.100 75.600
Wash area 1 10.57 2.100 22.197
In front of wc's 1 9.23 2.100 19.383
wc 2 6.00 2.100 25.200
Deductions
D5 -2 0.900 2.100 -3.780
D6 -17 0.750 2.100 -26.775
310.947
For 1 Blocks 310.95
Say 311.000 Sqm

33 Plinth Protection
all round the building 1 177.800 1.200 213.36
213.36
For 1 Blocks 213.36
Say 214.00 Sqm
34 Railing
Staircase 2 2 3.759 0.900 13.53
13.53
For 1 Blocks 13.53
Say 14.00 Sqm
35 Grip bar
Staircase 2 1 12.748 25.496
25.496
For 1 Blocks 25.50
Say 26.000 Rmt
36 False ceiling
same as vetrified Flooring 782.650
deduct Store -1 5.40 3.000 -16.200
766.450
For 1 Blocks 766.45
Say 767.000 Sqm

1343.00
Say 1343.00 Sqm

25% 0.00
0.00
Say 0.00 Sqm
faces of walls
1881.00
Say 1881.00 Sqm

plastering
Basement plastering 106.70
839.70
Say 840.00 Sqm

111.00 Sqm
Say 111.00 Sqm
D2 0.75 11 1.500 2.600 32.175
D5 0.75 5 0.900 2.100 7.088
39.263

For 1 Blocks 39.263
Say 40.000 Sqm
42 S & F of Doors
M.D (3.00x2.6) 1 3.000 2.600 7.800

For 1 Blocks 7.80
Say 7.800 Sqm
D2 (1.5X 2.6) 11 1.500 2.600 42.900

For 1 Blocks 42.90
Say 42.900 Sqm
D5 (0.9 X 2.10) 5 0.900 2.100 9.450

For 1 Blocks 9.45
Say 9.450 Sqm
D6 (0.75 X 2.10) Shutter 17 0.750 2.100 26.775

For 1 Blocks 26.78
Say 26.780 Sqm
D6 (0.75 X 2.10) frame 17 5.000 85.000

For 1 Blocks 85.00
Say 85.000 rmt

W1 26 1.800 1.800 84.24
W2 5 1.500 1.800 13.50
SW1 4 1.800 1.800 12.96
110.700
For 1 Blocks 110.70
Say 111.000 Sqm
1 Ventilators
V1 27 0.600 0.500 8.100
8.100
For 1 Blocks 8.10
8.100 Sqm
43 Structural Glazing
Spider Glazing 1 8.000 3.600 28.80
Glazing 8 1.800 3.600 51.84
Deduct M.D -1 2.400 2.600 -6.24
74.400
For 1 Blocks 74.40
Say 75.000 Sqm
44 JALI WALL
JW1 2 1.800 1.800 6.48
6.48
Say 7.00 Sqm
45
W1 26 1.800 1.800 84.24
W2 5 1.500 1.800 13.50
SW1 4 1.800 1.800 12.96
110.70

For 1 Blocks 110.70
Say 111.00 Sqm
1665.00 Kgs

45 Cupboards
Principal 1 6.770 2.100 14.217
Vice Principal 1 3.270 2.100 6.867
Dining Room 1 8.100 2.100 17.010
AV Aids Room 1 8.100 2.100 17.010
Store Room 1 3.000 2.100 6.300
61.404
For 1 Blocks 61.40
Say 62.000 Sqm
46 RCM Drop
Corridor ends 1 2 2.400 0.600 2.880
2.880
For 1 Blocks 2.88
Say 3.000 Sqm
1 Portico Slab
portico
portico Slab 2 5.632 4.45 50.128
50.128
Say 51.000 Sqm
Elevation tiles over Portico@
2 Double height for portico
2 5.63 4.45 50.13
50.13
Say 51 Sqm
3 Superstructure
flower bed 2 1 8.060 1.500 24.18
8oo mm Height wall 2 1 14.875 0.800 23.80
Deductions
M.D -1 2.400 2.600 -6.24
W1 -26 1.800 1.800 -84.24
W2 -4 1.500 1.800 -10.80
V1 -20 0.600 0.500 -6.00
JW -2 1.800 1.800 -6.48
732.99
For 1 Blocks 732.99
Say 733.00 Sqm

Detailed Estimate for NURSING COLLEGE- First Floor
under lintels
D2 2 10 0.300 0.225 0.150 0.20
D5 2 5 0.300 0.225 0.150 0.10
Lift door 2 1 0.300 0.225 0.150 0.02
W1 2 26 0.300 0.225 0.150 0.53
W2 2 4 0.300 0.225 0.150 0.08
SW1 2 4 0.300 0.225 0.150 0.08
JW1 2 2 0.300 0.225 0.150 0.04
V1 2 27 0.300 0.225 0.150 0.55
D6 2 17 0.300 0.225 0.150 0.34
D2 6 10 0.300 0.225 0.150 0.61
D5 6 5 0.300 0.225 0.150 0.30
Lift door 6 1 0.300 0.225 0.150 0.06
W1 4 26 0.300 0.225 0.150 1.05
W2 4 4 0.300 0.225 0.150 0.16
SW1 4 4 0.300 0.225 0.150 0.16
JW1 4 2 0.300 0.225 0.150 0.08
V1 2 27 0.300 0.225 0.150 0.55
D6 6 17 0.300 0.225 0.150 1.03
5.954
For 1 Blocks 5.95
Say 6.000 Cum
2 PCC for Steps

Staircase 1 22 2.000 0.300 0.150 1.98
1.980
For 1 Blocks 1.98
Say 2.000 cum
3 sill slabs
W1 26 2.100 0.225 0.100 1.229
W2 4 1.800 0.225 0.100 0.162
SW1 4 2.100 0.225 0.100 0.189
V1 27 1.060 0.225 0.100 0.644
2.223
For 1 Blocks 2.22
Say 3.000 cum
4 Platforms & Lofts
a Platforms
6.260
For 1 Blocks 6.26
Say 7.000 Sqm
Lofts
Store 1 3.270 0.600 1.962
Common Room 1 8.100 0.600 4.860
Store Room 1 3.000 0.600 1.800
8.622
For 1 Blocks 8.62
Say 9.000 Sqm
APMSIDC-MTM NC-DET-FF 1373 OF 3032


Say 16.000 Sqm

Store 3 1 3.270 0.450 4.415
Common Room 3 1 8.100 0.450 10.935
Store Room 3 1 3.000 0.450 4.050
19.400
For 1 Blocks 19.40
Say 20.000 Sqm
5 VRCC M25 grade
a Columns
Columns slab Top to Roof slab bottom

C1 28 0.300 0.450 3.475 13.136
C2 17 0.300 0.450 3.475 7.975
C3 24 0.300 0.450 3.475 11.259
C4 7 0.300 0.450 3.475 3.284
C5 10 0.300 0.600 3.475 6.255
C6 6 0.300 0.600 3.475 3.753
C7 2 0.300 0.600 3.475 1.251
C8 8 0.380 0.380 3.475 4.014
C9 1 0.380 0.380 3.475 0.502
C10 2 0.380 0.600 3.475 1.585
C11 1 0.380 0.600 3.475 0.792
C11 1 0.380 0.600 3.475 0.792
54.598
For 1 Blocks 54.60
Say 55.000 Cum
b Lintels
D2 10 1.960 0.225 0.175 0.77
D5 5 1.360 0.225 0.175 0.27
Lift door 1 1.660 0.225 0.175 0.07
W1 25 2.260 0.225 0.175 2.22
W2 4 1.960 0.225 0.175 0.31
SW1 4 2.260 0.225 0.175 0.36
JW1 2 2.260 0.225 0.175 0.18
V1 27 1.060 0.225 0.175 1.13
D6 17 1.210 0.100 0.175 0.36
5.659
For 1 Blocks 5.66
Say 6.000 Cum
3 VRCC M25 grade

a Roof Beams
Horizontal
B1-B19 2 41.080 0.230 0.300 5.669
Deduct columns -18 0.300 0.230 0.300 -0.373
Deduct columns -4 0.450 0.230 0.300 -0.124
D1-D4 clear (typ) 2 4.705 0.230 0.300 0.649
D4-D7 clear (typ) 2 6.035 0.230 0.300 0.833
F1-F6clear (typ) 10 8.560 0.230 0.450 8.860
F6-F7 2 2.250 0.230 0.300 0.311
D7-D13 2 17.800 0.230 0.300 2.456
L6-L14 3 24.305 0.230 0.300 5.031

Deduct columns -6 0.300 0.230 0.300 -0.124
Deduct columns -1 0.450 0.230 0.300 -0.031
M2-M6 6 5.900 0.230 0.300 2.443
Deduct columns -6 0.450 0.230 0.300 -0.186
Deduct columns -2 0.300 0.230 0.300 -0.041
Vertical
B1-C1 11 8.560 0.230 0.450 9.746
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
C1-D1 12 2.400 0.230 0.300 1.987
D1-L1 6 18.830 0.230 0.300 7.796
Deduct columns-C2 -4 0.300 0.230 0.300 -0.083
Deduct columns-C10 -2 0.600 0.230 0.300 -0.083
Deduct columns-C5 -4 0.600 0.230 0.300 -0.166
Deduct columns-C6 -2 0.600 0.230 0.300 -0.083
D4-F4 2 4.300 0.230 0.300 0.593
I7-L7 6 8.560 0.230 0.450 5.316
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
L5-M5 10 2.400 0.230 0.300 1.656
M2-02 4 6.800 0.230 0.300 1.877
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
M6-P6 8 8.560 0.230 0.450 7.088
Lift 1 7.200 0.230 0.300 0.497
Deduct columns -4 0.300 0.230 0.300 -0.083
Deduct columns -1 0.450 0.230 0.300 -0.031
60.529
For 1 Blocks 60.53
Say 61.000 Cum
b Roof slab
C3-C17x C3-D3 1 32.790 2.400 78.696
L5-L15XL5-M5 1 29.130 2.400 69.912
D6-D7XD6-L6 2 18.830 3.310 124.655
273.263
For 1 Blocks 273.26
Say 274.000 Sqm

B1-B19XB1-L1 1 41.080 29.790 1223.773
L5-L15XL5-M5 1 29.130 2.400 69.912
M6-M14XM6-P6 1 24.420 8.560 209.035
Deduct st Lift 1 2.930 2.330 6.827
Deduct st case -2 5.300 4.300 -45.580
Deduct st Lift -1 2.400 1.800 -4.320
Deduct OTS area -1 17.340 10.040 -174.094
Deduct Double ht -1 6.700 8.550 -57.285
955.006
For 1 Blocks 955.01
Say 956.000 Sqm

M2-M6xM2-O2 2 1 5.930 6.800 80.648

80.65
For 1 Blocks 80.65
Say 81.000 Sqm
ii) Waist Slab 150mm thick

Staircase 2 2 3.759 2.000 30.072
Mid landing 2 1 4.300 2.000 17.200
47.272
For 1 Blocks 47.27
Say 48.000 Sqm
4 Sunshades
W1 26 2.100 54.600
W2 4 1.800 7.200
61.800
For 1 Blocks 61.80
Say 62.000 RM

Horizontal
800MM Wall 1 14.875 0.225 0.800 2.678
800MM Wall 1 11.340 0.225 0.800 2.041
Deduct columns -9 0.450 0.225 3.150 -2.870
Deduct columns -1 0.600 0.225 3.150 -0.425
O.B.G. LAB 1 15.060 0.225 3.150 10.674
Deduct columns -3 0.450 0.225 3.150 -0.957
Deduct columns -2 0.600 0.225 3.150 -0.851
Pediatrics LAB 1 11.560 0.225 3.150 8.193
Deduct columns -2 0.450 0.225 3.150 -0.638
Deduct columns -2 0.600 0.225 3.150 -0.851
Stair case(TYP) 2 6.530 0.225 3.000 8.816
Lecture hall(TYP) 4 8.330 0.225 3.000 22.491
Deduct columns -4 0.450 0.225 3.000 -1.215
Toilet (TYP) 5 5.930 0.225 3.000 20.014
Deduct columns -5 0.450 0.225 3.000 -1.519
Deduct columns -10 0.300 0.225 3.000 -2.025
Multi surgical nursing lab(TYP) 3 17.800 0.225 3.150 37.847
Deduct columns -18 0.300 0.225 3.150 -3.827
Nursing Foundation lab Ext 1 24.420 0.225 3.150 17.308
Deduct columns -2 0.450 0.225 3.150 -0.638
Deduct columns -6 0.300 0.225 3.150 -1.276
Lift 2 2.860 0.225 3.175 4.086
Deduct columns -2 0.300 0.225 3.175 -0.429
Vertical
Vertical(TYP) 2 30.390 0.225 3.150 43.078
Deduct columns -4 0.300 0.225 3.150 -0.851
Deduct columns -4 0.380 0.225 3.150 -1.077
OBG Lab Vertical(TYP) 4 7.660 0.225 3.150 21.716
Lecture Hall 2 13.320 0.225 3.150 18.881
Deduct columns -3 0.600 0.225 3.150 -1.276
Multi surgical nursing lab(TYP) 2 7.360 0.225 3.175 10.516
Lift 2 1.800 0.225 3.175 2.572
Computer lab(TYP) 4 8.560 0.225 3.000 23.112
Deduct columns -5 0.450 0.225 3.000 -1.519
Toilet (TYP) 2 6.810 0.225 3.150 9.653
Deduct columns -2 0.300 0.225 3.150 -0.425

Toilet V 2 3.950 0.225 3.150 5.599
Corridor Walls 2 2.400 0.225 3.150 3.402
Coloumn Offsets 8 0.600 0.225 3.450 3.726

Deductions
D2 -10 1.500 0.225 2.600 -8.78
D5 -5 0.900 0.225 2.100 -2.13
Lift door -1 1.200 0.225 2.100 -0.57
W1 -25 1.800 0.225 1.800 -18.23
W2 -4 1.500 0.225 1.800 -2.43
SW1 -4 1.800 0.225 1.800 -2.92
JW1 -2 1.800 0.225 1.800 -1.46
V1 -27 0.600 0.225 0.500 -1.82
Lintels
D2 -10 1.960 0.225 0.175 -0.77
D5 -5 1.360 0.225 0.175 -0.27
Lift door -1 1.660 0.225 0.175 -0.07
W1 -25 2.260 0.225 0.175 -2.22
W2 -4 1.960 0.225 0.175 -0.31
SW1 -4 2.260 0.225 0.175 -0.36
JW1 -2 2.260 0.225 0.175 -0.18
V1 -27 1.060 0.225 0.175 -1.13
210.116
For 1 Blocks 210.12
Say 211.000 Cum

Glazing Wall 6 1.780 3.600 38.448
Glazing Wall 9 0.100 3.600 3.240
Glazing Wall 1 2.835 3.600 10.206
L&G Toilet H 2 3.950 3.175 25.083
L&G Toilet V 4 2.515 3.175 31.941
Entrance Foyer 1 6.700 0.300 2.010
Open to sky-V 2 9.890 0.300 5.934
Deduct columns -5 0.380 0.300 -0.570
Open to sky-H 1 17.570 0.300 5.271
Deduct columns -6 0.380 0.300 -0.684
Toilet Block
Vertical wall at Entrance 1 3.115 2.100 6.542
Deduct Opening -1 1.500 2.100 -3.150
WC-V 1 6.345 2.100 13.325
WC-V 1 3.115 2.100 6.542
WC-H 4 1.500 2.100 12.600
Vertical 1 3.115 3.175 9.890
WC-V 1 3.115 3.175 9.890
WC-H 1 1.500 3.175 4.763
Toilet in Common room-V 1 1.800 3.450 6.210
Toilet in Common room-H 1 1.615 3.450 5.572
Deductions
D6 -17 0.750 2.100 -26.775
Lintels
D6 -17 1.210 0.175 -3.600
173.671
For 1 Blocks 173.67
Say 174.000 sqm

7 TMT STEEL
level 273.3 80.000 0.125 Kgs/Cum 2732.63
level 1037.00 80.000 0.150 Kgs/Cum 12444.00
150mm thick waist slab 47.27 80.000 0.150 Kgs/Cum 567.26
Lintels 5.66 80.000 Kgs/Cum 452.725
Shelves 19.40 0.025 80.000 Kgs/Cum 38.799
45444.445
Say 45.400 MT
8 Mild Steel
RBM 174 2.000 Kgs/Sqm 348.000
348.000
Say 0.350 MT

Qty Same Waist slab 47.272
1211.272
Say 1212.000 Sqm

Lecture hall typ 2 43.88 3.450 302.772
O.B.G Lab 2 39.16 3.450 270.204
Common room 1 29.74 3.450 102.603
Store 1 22.74 3.450 78.453
Nursing Foundation lab typ 2 50.88 3.450 351.072
Store 1 16.94 3.450 58.443
2.4 m wide corridor H 1 62.14 3.450 214.383
3 wide corridor V 2 43.66 3.450 301.254
G Toilet WC 2 6.00 3.450 41.40
Wash area 1 10.71 3.450 36.95
Passage 1 9.83 3.450 33.91
b/w wc's 1 10.34 2.100 21.71
wc 6 6.00 2.100 75.60

Wash area 1 10.57 3.450 36.47
In front of wc's 1 9.23 2.100 19.38
wc 2 6.00 2.100 25.20
Stair case 2 14.90 3.450 102.81
Lift walls 1 2.400 3.450 8.28
all round lift 1 8.80 3.450 30.36
Deductions
D2 -10 1.500 2.600 -39.000
D5 -5 0.900 2.100 -9.450
D6 -17 0.750 2.100 -26.775
Lift Door -1 0.900 2.100 -1.890
SW1 -4 1.800 1.800 -12.960
V1 -6 0.600 0.500 -1.800
1920.518
Say 1921.000 Sqm

Say 1152.000 Sqm
Say 768.000 Sqm
8oo mm Height wall 2 1 14.875 0.800 23.80
Deductions
Deduct open to sky railing area -1 38.280 2.620 -100.29
W1 -26 1.800 1.800 -84.24
W2 -4 1.500 1.800 -10.80
V1 -20 0.600 0.500 -6.00
JW -2 1.800 1.800 -6.48
575.586
For 1 Blocks 575.59
Say 576.000 Sqm
12 Impervious coat
bottom
common toilets 1 5.470 6.350 34.735
common toilets near store 1 5.470 3.115 17.039
Common Toilet near stair case 2 3.690 2.400 17.712
Sides
Toilets 1 23.640 0.300 7.092
Toilets 1 17.170 0.300 5.151
Toilets 2 12.180 0.300 7.308
89.037
For 1 Blocks 89.04
Say 90.000 Sqm

13 RCM Drop
corridor ends 1 2 2.400 0.600 2.880
2.880
For 1 Blocks 2.88
Say 3.000 Sqm
Flooring
G Toilet WC 2 1.800 1.200 4.320
Wash area 1 2.240 3.115 6.978
Passage 1 1.500 3.415 5.123
b/w wc's 1 2.240 2.930 6.563
wc 6 1.500 1.500 13.500
Wash area 1 2.170 3.115 6.760
In front of wc's 1 1.500 3.115 4.673
wc 2 1.500 1.500 4.500
74.609
For 1 Blocks 74.61
Say 75.000 Sqm

Lecture hall typ 2 8.100 13.840 224.208
O.B.G Lab 2 11.480 8.100 185.976
Common room 1 6.770 8.100 54.837
Store 1 3.270 8.100 26.487
Nursing Foundation lab typ 2 17.340 8.100 280.908
Store 1 5.470 3.000 16.410
788.826
For 1 Blocks 788.83
Say 789.000 Sqm
2.4 m wide corridor H 1 28.670 2.400 68.808
3 wide corridor V 2 3.000 18.830 112.980
299.328
For 1 Blocks 299.33
Say 300.000 Sqm
17.200
For 1 Blocks 17.20
Say 18.000 Sqm

7.000

Say 7.000 Sqm

W1 26 1.800 0.225 10.530
W2 5 1.500 0.225 1.688
SW1 4 1.800 0.225 1.620
V1 27 0.600 0.225 3.645
17.483
For 1 Blocks 17.48
Say 18.000 Sqm
a Treads
Staircase 2 22 2.000 0.300 26.40
26.400
For 1 Blocks 26.40
Say 27.000 Sqm
b Risers
Staircase 2 24 2.000 0.150 14.400
14.400
For 1 Blocks 14.40
Say 15.000 Sqm
Skirting
O.B.G Lab 2 39.16 78.320
Common room 1 29.74 29.740
Store 1 22.74 22.740
Nursing Foundation lab typ 2 50.88 101.760
Store 1 16.94 16.940
337.260
For 1 Blocks 337.26
Say 338.000 Rmt
2.4 m wide corridor H 1 62.14 1.500 93.210
3 wide corridor V 2 43.66 1.500 130.980
Deductions
Staire case -2 4.300 1.500 -12.900
Lift door -1 0.900 1.500 -1.350
409.710
For 1 Blocks 409.71
Say 410.000 Sqm
33.400
For 1 Blocks 33.40
Say 34.000 Rmt

Lift walls 1 2.400 3.450 8.280
Lift door -1 0.900 2.100 -1.890

6.390
For 1 Blocks 6.39
Say 7.000 Sqm

G Toilet WC 2 6.00 2.100 25.200
Wash area 1 10.71 2.100 22.491
Passage 1 9.83 2.100 20.643
b/w wc's 1 10.34 2.100 21.714
wc 6 6.00 2.100 75.600
Wash area 1 10.57 2.100 22.197
In front of wc's 1 9.23 2.100 19.383
wc 2 6.00 2.100 25.200
Deductions
D5 -2 0.900 2.100 -3.780
D6 -16 0.750 2.100 -25.200
298.662
For 1 Blocks 298.66
Say 299.000 Sqm
24 Cinder Filling
Toilet block 1 5.450 6.370 0.300 10.415
n13-r13xn13-n14 1 5.450 3.115 0.300 5.093
Toilet bloct Near Stair case 2 3.690 2.400 0.300 5.314
20.822
For 1 Blocks 20.82
Say 21.000 cum
25 SS Railing
Staircase 2 2 3.759 0.900 13.53
Entrance foyer Wall 1 6.700 0.900 6.030
Open to sky Wall 1 37.800 0.900 34.020
53.582
For 1 Blocks 53.58
Say 54.000 Sqm
26 Grip bar
Staircase 2 1 12.748 25.496
25.496
For 1 Blocks 25.50
Say 26.000 Rmt
27 False ceiling
Same as vetrified Flooring 788.826
deduct Store -1 3.20 8.100 -25.920
deduct Store -1 5.40 3.000 -16.200
746.706
For 1 Blocks 746.71
Say 747.000 Sqm

1212.000
Say 1212.000 Sqm

29 Wall putty
1921.000
Say 1921.000 Sqm

0.000
Say 0.000 Sqm

faces of walls
1921.000
Say 1921.000 Sqm
32
576.000
Say 576.000 Sqm
139.590 Sqm
Say 140.000 Sqm

D2 0.75 10 1.500 2.600 29.250
D5 0.75 5 0.900 2.100 7.088
36.338
For 1 Blocks 36.338
Say 37.000 Sqm
D2 (1.5X 2.6) 10 1.500 2.600 39.000

For 1 Blocks 39.00
Say 39.000 Sqm
D5(.90 X 2.10) 5 0.900 2.100 9.450

For 1 Blocks 9.45
Say 9.450 Sqm
Toilets and Utility 48.450 Nos
32 D6(0.75 X 2.10) - frame

17 4.950 84.150
84.150
For 1 Blocks 84.15
Say 84.150 RM
33 D6(0.75 X 2.10) - shutter 17 0.750 2.100 26.775

For 1 Blocks 26.78
Say 26.780 Sqm

34 Windows
W1 26 1.800 1.800 84.240
W2 4 1.500 1.800 10.800
SW1 4 1.800 1.800 12.960
108.000
For 1 Blocks 108.00
Total Quantity Say 108.000 Sqm
Spider Glazing 1 8.000 3.600 28.80
Glazing 8 1.800 3.600 51.84
Deduct M.D -1 2.400 2.600 -6.24
74.400
For 1 Blocks 74.40
Say 75.000 Sqm
40 JALI WALL
JW1 2 1.800 1.800 6.48
6.48
Say 7.00 Sqm
41 Ventilators
V1 21 0.600 0.500 6.300
6.300
For 1 Blocks 6.30
6.300 Sqm
42
W1 19 1.500 1.300 37.050
W1 26 1.800 1.800 84.240
W2 4 1.500 1.800 10.800
SW1 4 0.600 0.500 1.200
Ventilators
V 21 0.600 0.500 6.300
139.590
For 1 Blocks 139.59
Say 140.000 Sqm
2100.000 Kgs
43 Cupboards
Store 1 3.270 2.100 6.867
Common Room 1 8.100 2.100 17.010
Store Room 1 3.000 2.100 6.300
30.177
For 1 Blocks 30.18
Say 31.000 Sqm

flower bed 2 1 8.060 1.500 24.18
8oo mm Height wall 2 1 14.875 0.800 23.80
Deductions
M.D -1 2.400 2.600 -6.24
W1 -26 1.800 1.800 -84.24
W2 -4 1.500 1.800 -10.80
V1 -20 0.600 0.500 -6.00
JW -2 1.800 1.800 -6.48
732.988
Say 733.000 Sqm

Detailed Estimate for NURSING COLLEGE- Second Floor
under lintels
D2 2 9 0.300 0.225 0.150 0.18
D5 2 6 0.300 0.225 0.150 0.12
Lift door 2 1 0.300 0.225 0.150 0.02
W1 2 33 0.300 0.225 0.150 0.67
W2 2 4 0.300 0.225 0.150 0.08
SW1 2 4 0.300 0.225 0.150 0.08
JW1 2 2 0.300 0.225 0.150 0.04
V1 2 27 0.300 0.225 0.150 0.55
D6 2 17 0.300 0.225 0.150 0.34
D2 6 9 0.300 0.225 0.150 0.55
D5 6 6 0.300 0.225 0.150 0.36
Lift door 6 1 0.300 0.225 0.150 0.06
W1 4 33 0.300 0.225 0.150 1.34
W2 4 4 0.300 0.225 0.150 0.16
SW1 4 4 0.300 0.225 0.150 0.16
JW1 4 2 0.300 0.225 0.150 0.08
V1 2 27 0.300 0.225 0.150 0.55
D6 6 17 0.300 0.225 0.150 1.03
6.379
For 1 Blocks 6.38
Say 7.000 Cum
2 PCC for Steps

Staircase 1 22 2.000 0.300 0.150 1.98
1.980
For 1 Blocks 1.98
Say 2.000 cum
3 sill slabs
W1 33 2.100 0.225 0.100 1.559
W2 4 1.800 0.225 0.100 0.162
SW 4 2.100 0.225 0.100 0.189
V1 27 0.900 0.225 0.100 0.547
2.457
For 1 Blocks 2.46
Say 3.000 cum
4 Platforms & Lofts
a Platforms
6.260
For 1 Blocks 6.26
Say 7.000 Sqm
Lofts
Store 1 3.270 0.600 1.962
Common Room 2 1 8.100 0.600 4.860
Store Room 1 3.000 0.600 1.800
Librarian Room 1 3.305 0.600 1.983
Stack Room 1 3.305 0.600 1.983
12.588
APMSIDC-MTM NC-DET-SF 1389 OF 3032

For 1 Blocks 12.59
Say 13.000 Sqm

Say 20.000 Sqm

Store 3 1 3.270 0.450 4.415
Common Room 2 3 1 8.100 0.450 10.935
Store Room 3 1 3.000 0.450 4.050
Librarian Room 3 1 3.305 0.450 4.462
Stack Room 3 1 3.305 0.450 4.462
28.323
For 1 Blocks 28.32
Say 29.000 Sqm
5 VRCC M25 grade
a Columns

C1 28 0.300 0.450 3.475 13.136
C2 17 0.300 0.450 3.475 7.975
C3 24 0.300 0.450 3.475 11.259
C4 7 0.300 0.450 3.475 3.284
C5 10 0.300 0.600 3.475 6.255
C6 6 0.300 0.600 3.475 3.753
C7 2 0.300 0.600 3.475 1.251
C8 8 0.380 0.380 3.475 4.014
C9 1 0.380 0.380 3.475 0.502
C10 2 0.380 0.600 3.475 1.585
C11 1 0.380 0.600 3.475 0.792
C12 1 0.380 0.600 3.475 0.792
54.598
For 1 Blocks 54.60
Say 55.000 Cum
b Lintels
D2 10 1.960 0.225 0.175 0.77
D5 5 1.360 0.225 0.175 0.27
Lift door 1 1.660 0.225 0.175 0.07
W1 33 2.260 0.225 0.175 2.94
W2 4 1.960 0.225 0.175 0.31
SW1 4 2.260 0.225 0.175 0.36
JW1 2 2.260 0.225 0.175 0.18
V1 27 1.060 0.225 0.175 1.13
D6 17 1.210 0.100 0.175 0.36
6.371
For 1 Blocks 6.37
Say 7.000 Cum

6 VRCC M25 grade
a Roof Beams
Horizontal
B1-B19 2 41.080 0.230 0.300 5.669
Deduct columns -18 0.300 0.230 0.300 -0.373
Deduct columns -4 0.450 0.230 0.300 -0.124
D1-D4 clear (typ) 2 4.705 0.230 0.300 0.649
D4-D7 clear (typ) 2 6.035 0.230 0.300 0.833
F1-F6clear (typ) 10 8.560 0.230 0.450 8.860
F6-F7 2 2.250 0.230 0.300 0.311
D7-D13 2 17.800 0.230 0.300 2.456
L6-L14 3 24.305 0.230 0.300 5.031
Deduct columns -6 0.300 0.230 0.300 -0.124
Deduct columns -1 0.450 0.230 0.300 -0.031
M2-M6 6 5.900 0.230 0.300 2.443
Deduct columns -6 0.450 0.230 0.300 -0.186
Deduct columns -2 0.300 0.230 0.300 -0.041
Vertical
B1-C1 11 8.560 0.230 0.450 9.746
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
C1-D1 12 2.400 0.230 0.300 1.987
D1-L1 6 18.830 0.230 0.300 7.796
Deduct columns-C2 -4 0.300 0.230 0.300 -0.083
Deduct columns-C10 -2 0.600 0.230 0.300 -0.083
Deduct columns-C5 -4 0.600 0.230 0.300 -0.166
Deduct columns-C6 -2 0.600 0.230 0.300 -0.083
D4-F4 2 4.300 0.230 0.300 0.593
I7-L7 6 8.560 0.230 0.450 5.316
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
L5-M5 10 2.400 0.230 0.300 1.656
M2-02 4 6.800 0.230 0.300 1.877
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
M6-P6 8 8.560 0.230 0.450 7.088
Lift 1 7.200 0.230 0.300 0.497
Deduct columns -4 0.300 0.230 0.300 -0.083
Deduct columns -1 0.450 0.230 0.300 -0.031
60.529
For 1 Blocks 60.53
Say 61.000 Cum
b Roof slab
C3-C17x C3-D3 1 32.790 2.400 78.696
L5-L15XL5-M5 1 29.130 2.400 69.912
D6-D7XD6-L6 2 18.830 3.310 124.655
273.263
For 1 Blocks 273.26
Say 274.000 Sqm

b Roof slab
B1-B19XB1-L1 1 41.080 29.790 1223.773
L5-L15XL5-M5 1 29.130 2.400 69.912
M6-M14XM6-P6 1 24.420 8.560 209.035
Deduct st Lift 1 2.930 2.330 6.827
Deduct st case -2 5.300 4.300 -45.580
Deduct st Lift -1 2.400 1.800 -4.320
Deduct OTS area -1 17.340 10.040 -174.094
1012.291
Say 1013.000 Sqm

M2-M6xM2-O2 2 1 5.930 6.800 80.648
80.65
For 1 Blocks 80.65
Say 81.000 Sqm
iii) Waist Slab 150mm thick
Staircase 2 2 3.759 2.000 30.072
Mid landing 2 1 4.300 2.000 17.200
47.272
For 1 Blocks 47.27
Say 48.000 Sqm
7 Sunshades
W1 33 2.100 69.300
W2 4 1.800 7.200
76.500
For 1 Blocks 76.50
Say 77.000 RM

Horizontal
Horizontal 1 14.875 0.225 3.150 10.543
Horizontal 1 13.255 0.225 3.150 9.394
800MM Wall 1 12.050 0.225 0.800 2.169
Deduct columns -9 0.450 0.225 3.150 -2.870
Deduct columns -1 0.600 0.225 3.150 -0.425
O.B.G. LAB 1 15.060 0.225 3.150 10.674
Deduct columns -3 0.450 0.225 3.150 -0.957
Deduct columns -2 0.600 0.225 3.150 -0.851
Pediatrics LAB 1 11.560 0.225 3.150 8.193
Deduct columns -2 0.450 0.225 3.150 -0.638
Deduct columns -2 0.600 0.225 3.150 -0.851
Stair case(TYP) 2 6.530 0.225 3.000 8.816
Lecture hall(TYP) 4 8.330 0.225 3.000 22.491
Deduct columns -4 0.450 0.225 3.000 -1.215
Toilet (TYP) 5 5.930 0.225 3.000 20.014
Deduct columns -5 0.450 0.225 3.000 -1.519
Deduct columns -10 0.300 0.225 3.000 -2.025
Library 1 17.800 0.225 3.150 12.616
Deduct columns -6 0.300 0.225 3.150 -1.276

Library ext 1 24.420 0.225 3.150 17.308
Deduct columns -2 0.450 0.225 3.150 -0.638
Deduct columns -6 0.300 0.225 3.150 -1.276
Librarian Room 1 3.235 0.225 3.150 2.293
Lift 2 2.860 0.225 3.175 4.086
Deduct columns -2 0.300 0.225 3.175 -0.429
Vertical
Vertical(TYP) 2 30.390 0.225 3.150 43.078
Deduct columns -4 0.300 0.225 3.150 -0.851
Deduct columns -4 0.380 0.225 3.150 -1.077
OBG Lab Vertical(TYP) 3 7.660 0.225 3.150 16.287
Lecture Hall 2 13.320 0.225 3.150 18.881
Deduct columns -3 0.600 0.225 3.150 -1.276
Library 2 18.320 0.225 3.175 26.175
Lift 2 1.800 0.225 3.175 2.572
Toilet & Store-V 2 8.560 0.225 3.000 11.556
Deduct columns -5 0.450 0.225 3.000 -1.519
Toilet (TYP) 2 6.810 0.225 3.150 9.653
Deduct columns -2 0.300 0.225 3.150 -0.425
Corridor Walls 2 2.400 0.225 3.150 3.402
Toilet V 2 3.950 0.225 3.150 5.599
Deductions
D2 -9 1.500 0.225 2.600 -7.90
D5 -6 0.900 0.225 2.100 -2.55
Lift door -1 1.200 0.225 2.100 -0.57
W1 -33 1.800 0.225 1.800 -24.06
W2 -4 1.500 0.225 1.800 -2.43
SW1 -4 1.800 0.225 1.800 -2.92
JW1 -2 1.800 0.225 1.800 -1.46
V1 -27 0.600 0.225 0.500 -1.82
Lintels
D2 -9 1.960 0.225 0.175 -0.69
D5 -6 1.360 0.225 0.175 -0.32
Lift door -1 1.660 0.225 0.175 -0.07
W1 -33 2.260 0.225 0.175 -2.94
W2 -4 1.960 0.225 0.175 -0.31
SW1 -4 2.260 0.225 0.175 -0.36
JW1 -2 2.260 0.225 0.175 -0.18
V1 -27 1.060 0.225 0.175 -1.13
195.996
For 1 Blocks 196.00
Say 196.000 Cum

Librarian Room-H 1 3.350 3.175 10.636
Librarian Room-Stack room-V 1 7.360 3.175 23.368
L&G Toilet H 2 3.950 3.175 25.083
L&G Toilet V 4 2.515 3.175 31.941
Entrance Foyer 1 6.700 3.175 21.273
Open to sky-V 2 9.890 0.300 5.934
Deduct columns -5 0.380 0.300 -0.570
Open to sky-H 1 17.570 0.300 5.271
Deduct columns -6 0.380 0.300 -0.684

Toilet Block
Vertical wall at Entrance 1 3.115 2.100 6.542
Deduct Opening -1 1.500 2.100 -3.150
WC-V 1 6.345 2.100 13.325
WC-V 1 3.115 2.100 6.542
WC-H 4 1.500 2.100 12.600
Vertical 1 3.115 3.175 9.890
WC-V 1 3.115 3.175 9.890
WC-H 1 1.500 3.175 4.763
Toilet in Common room 2-V 1 1.800 3.450 6.210
Toilet in Common room 2-H 1 1.615 3.450 5.572
Deductions
D6 -17 0.750 2.100 -26.775
Lintels
D6 -17 1.210 0.175 -3.600
175.044
For 1 Blocks 175.04
Say 176.000 sqm
10 TMT STEEL
level 273.3 80.000 0.125 Kgs/Cum 2732.63
level 1094.00 80.000 0.150 Kgs/Cum 13128.00
Lintels 6.37 80.000 Kgs/Cum 509.677
Shelves 28.32 0.025 80.000 Kgs/Cum 56.646
46282.028
Say 46.300 MT
11 Mild Steel
RBM 176 2.000 Kgs/Sqm 352.000
352.000
Say 0.350 MT
Qty Same as Common flooring
flooring 231.000
1248.272
Say 1249.000 Sqm

Lecture hall typ 2 43.88 3.450 302.772
CHN Lab 2 39.16 3.450 270.204
Pre clinical science Lab 1 36.6 3.450 126.270
Common room 1 29.74 3.450 102.603
Library 1 72.8 3.450 251.160
Store 1 16.94 3.450 58.443
3 wide corridor V 2 43.66 3.450 301.254
G Toilet WC 2 6.00 3.450 41.40
Wash area 1 10.71 3.450 36.95
Passage 1 9.83 3.450 33.91
b/w wc's 1 10.34 2.100 21.71
wc 6 6.00 2.100 75.60
Wash area 1 10.57 3.450 36.47
In front of wc's 1 9.23 2.100 19.38
wc 2 6.00 2.100 25.20
Stair case 2 14.90 3.450 102.81
Lift walls 1 2.400 2.850 6.84
all round lift 1 8.80 3.450 30.36
Deductions
Lift Door -1 0.900 2.100 -1.890
D2 -9 1.500 2.600 -35.100
D5 -6 0.900 2.100 -11.340
D6 -16 0.750 2.100 -25.200
V1 -6 0.600 0.500 -1.800
SW -4 1.800 2.100 -15.120
1718.765
Say 1719.000 Sqm

Say 1031.000 Sqm
Say 688.000 Sqm

8oo mm Height wall 1 1 2.080 0.800 1.66
Deductions
W1 -26 1.800 1.800 -84.24
W2 -4 1.500 1.800 -10.80
V1 -20 0.600 0.500 -6.00
JW -2 1.800 1.800 -6.48
Deductions
W1 -33 1.500 1.200 -59.400
W2 -4 1.500 0.900 -5.400
SW -4 1.500 0.900 -5.400
V1 -20 0.600 0.500 -6.000
529.090
For 1 Blocks 529.09
Say 530.000 Sqm
15 Impervious coat
bottom
common toilets 1 5.470 6.350 34.735
Sides
Toilets 1 23.640 0.300 7.092
Toilets 1 17.170 0.300 5.151
Toilets 2 12.180 0.300 7.308
89.037
For 1 Blocks 89.04
Say 90.000 Sqm
16 RCM Drop
corridor ends 1 2 2.400 0.600 2.880
2.880
For 1 Blocks 2.88
Say 3.000 Sqm
Flooring
G Toilet WC 2 1.800 1.200 4.320
Wash area 1 2.240 3.115 6.978
Passage 1 1.500 3.415 5.123
b/w wc's 1 2.240 2.930 6.563
wc 6 1.500 1.500 13.500
Wash area 1 2.170 3.115 6.760
In front of wc's 1 1.500 3.115 4.673
wc 2 1.500 1.500 4.500
74.609
For 1 Blocks 74.61
Say 75.000 Sqm

Lecture hall typ 2 8.100 13.840 224.208
CHN Lab 2 11.480 8.100 185.976
Pre clinical science Lab 1 10.200 8.100 82.620
Common room 1 6.770 8.100 54.837
Library 1 17.340 19.060 330.500
Store 1 5.470 3.000 16.410
894.551
For 1 Blocks 894.55
Say 895.000 Sqm

3 wide corridor V 2 3.000 18.830 112.980
230.520
For 1 Blocks 230.52
Say 231.000 Sqm
17.200
For 1 Blocks 17.20
Say 18.000 Sqm

7.000
Say 7.000 Sqm

W1 33 1.500 0.225 11.138
W2 4 1.500 0.225 1.350
SW1 4 1.500 0.225 1.350
V1 27 0.600 0.225 3.645
17.483
For 1 Blocks 17.48
Say 18.000 Sqm
a Treads
Staircase 2 22 2.000 0.300 26.40
26.400
For 1 Blocks 26.40
Say 27.000 Sqm
b Risers
Staircase 2 24 2.000 0.150 14.400
14.400
For 1 Blocks 14.40
Say 15.000 Sqm

Skirting
CHN Lab 2 39.16 78.320
Pre clinical science Lab 1 36.6 36.600
Common room 1 29.74 29.740
Library 1 72.8 72.800
Store 1 16.94 16.940
322.160
For 1 Blocks 322.16
Say 323.000 Rmt
3 wide corridor V 2 43.66 1.500 130.980
Deductions
Staire case -2 4.300 1.500 -12.900
Lift door -1 0.900 1.500 -1.350
294.600
For 1 Blocks 294.60
Say 295.000 Sqm
33.400
For 1 Blocks 33.40
Say 34.000 Rmt

Lift walls 1 2.400 3.450 8.280
Lift door -1 0.900 2.100 -1.890
6.390
For 1 Blocks 6.39
Say 7.000 Sqm

G Toilet WC 2 6.00 2.100 25.200
Wash area 1 10.71 2.100 22.491
Passage 1 9.83 2.100 20.643
b/w wc's 1 10.34 2.100 21.714
wc 6 6.00 2.100 75.600
Wash area 1 10.57 2.100 22.197
In front of wc's 1 9.23 2.100 19.383
wc 2 6.00 2.100 25.200
Deductions
D5 -2 0.900 2.100 -3.780
D6 -16 0.750 2.100 -25.200
298.662

For 1 Blocks 298.66
Say 299.000 Sqm
27 Cinder Filling
Toilet block 1 5.450 6.370 0.300 10.415
n13-r13xn13-n14 near store 1 5.450 3.115 0.300 5.093
Toilet bloct Near Stair case 2 3.690 2.400 0.300 5.314
20.822
For 1 Blocks 20.82
Say 21.000 cum
28 SS Railing
Staircase 2 2 3.759 0.900 13.53
Open to sky Wall 1 37.800 0.900 34.020
47.552
For 1 Blocks 47.55
Say 48.000 Sqm
29 Grip bar
Staircase 2 1 12.748 25.496
25.496
For 1 Blocks 25.50
Say 26.000 Rmt
30 False ceiling
deduct Store -1 5.40 3.000 -16.200
878.351
For 1 Blocks 878.35
Say 879.000 Sqm
1249.000
Say 1249.000 Sqm
32 Wall putty
1719.000
Say 1719.000 Sqm
33
Texture Paint for Exterrnal Walls
25% 0.000
0.000
Say 0.000 Sqm

faces of walls
1719.000
Say 1719.000 Sqm

plastering
530.000

Say 530.000 Sqm
138.780 Sqm
Say 139.000 Sqm
D2 0.75 9 1.500 2.600 26.325

D5 0.75 5 0.900 2.100 7.088
33.413
For 1 Blocks 33.413
Say 34.000 Sqm
a D2 (1.5X 2.6) 9 1.500 2.600 35.100

For 1 Blocks 35.10
Say 35.100 Sqm
b D5(.90 X 2.10) 5 0.900 2.100 9.450

For 1 Blocks 9.45
Say 9.450 Sqm
c D6(0.75 X 2.10) - frame

17 4.950 84.150
84.150
For 1 Blocks 84.15
Say 84.150 RM
c1 D6(0.75 X 2.10) - shutter 17 0.750 2.100 26.775

For 1 Blocks 26.78
Say 26.780 Sqm
35 Windows
W1 33 1.800 1.800 106.920
W2 4 1.500 1.800 10.800
SW1 4 1.800 1.800 12.960
130.680
For 1 Blocks 130.68
Spider Glazing 1 8.000 3.600 28.80
28.800
For 1 Blocks 28.80
Say 29.000 Sqm
37 JALI WALL
JW1 2 1.800 1.800 6.48
6.48
Say 7.00 Sqm

38 Ventilators
V1 27 0.600 0.500 8.100
8.100
For 1 Blocks 8.10
8.100 Sqm
39
W1 33 1.800 1.800 106.920
W2 4 1.500 1.800 10.800
SW1 4 1.800 1.800 12.960
Ventilators
V1 27 0.600 0.500 8.100
138.780
For 1 Blocks 138.78
Say 139.000 Sqm
2085.000 Kgs
40 Cupboards
Common Room 2 1 8.100 2.100 17.010
Store Room 1 3.000 2.100 6.300
Librarian Room 1 3.305 2.100 6.941
Stack Room 1 3.305 2.100 6.941
37.191
For 1 Blocks 37.19
Say 38.000 Sqm
8oo mm Height wall 1 1 2.080 0.800 1.66
Deductions
W1 -26 1.800 1.800 -84.24
W2 -4 1.500 1.800 -10.80
V1 -20 0.600 0.500 -6.00
JW -2 1.800 1.800 -6.48
Deductions
W1 -33 1.5 1.2 -59.40
W2 -4 1.5 0.9 -5.40
SW -4 1.5 0.9 -5.40
V1 -20 0.6 0.5 -6.00
529.09
Say 530 Sqm

Detailed Estimate for NURSING COLLEGE- Third Floor
under lintels
D2 2 4 0.300 0.225 0.150 0.08
D5 2 3 0.300 0.225 0.150 0.06
Lift door 2 1 0.300 0.225 0.150 0.02
W1 2 18 0.300 0.225 0.150 0.36
JW1 2 2 0.300 0.225 0.150 0.04
W2 2 4 0.300 0.225 0.150 0.08
V1 2 20 0.300 0.225 0.150 0.41
D6 2 8 0.300 0.225 0.150 0.16
D2 6 4 0.300 0.225 0.150 0.24
D5 6 3 0.300 0.225 0.150 0.18
Lift door 6 1 0.300 0.225 0.150 0.06
W1 4 18 0.300 0.225 0.150 0.73
JW1 4 2 0.300 0.225 0.150 0.08
W2 4 4 0.300 0.225 0.150 0.16
V1 2 20 0.300 0.225 0.150 0.41
D6 6 8 0.300 0.225 0.150 0.49
3.564
For 1 Blocks 3.56
Say 4.000 Cum
2 PCC for Steps

Staircase 1 22 2.000 0.300 0.150 1.98
1.980
For 1 Blocks 1.98
Say 2.000 cum
3 sill slabs
W1 33 2.100 0.225 0.100 1.559
W2 4 1.800 0.225 0.100 0.162
V1 27 0.900 0.225 0.100 0.547
2.268
For 1 Blocks 2.27
Say 3.000 cum
4 Platforms & Lofts
a Platforms
6.260
For 1 Blocks 6.26
Say 7.000 Sqm
Lofts
Store 1 3.000 0.600 1.800
1.800
For 1 Blocks 1.80
Say 2.000 Sqm
Say 9.000 Sqm

Store 3 1 3.000 0.450 4.050
4.050
For 1 Blocks 4.05
Say 5.000 Sqm
5 VRCC M25 grade
a Columns

C1 10 0.300 0.450 3.475 4.691
C2 17 0.300 0.450 3.475 7.975
C3 16 0.300 0.450 3.475 7.506
C4 7 0.300 0.450 3.475 3.284
C5 10 0.300 0.600 3.475 6.255
C6 6 0.300 0.600 3.475 3.753
C7 2 0.300 0.600 3.475 1.251
C8 8 0.380 0.380 3.475 4.014
C9 1 0.380 0.380 3.475 0.502
C10 2 0.380 0.600 3.475 1.585
C11 1 0.380 0.600 3.475 0.792
C12 1 0.380 0.600 3.475 0.792
42.401
For 1 Blocks 42.40
Say 43.000 Cum
b Lintels
D2 4 1.960 0.225 0.175 0.31
D5 3 1.360 0.225 0.175 0.16
Lift door 1 1.660 0.225 0.175 0.07
W1 18 2.260 0.225 0.175 1.60
JW1 2 2.260 0.225 0.175 0.18
W2 4 1.960 0.225 0.175 0.31
V1 20 1.060 0.225 0.175 0.83
D6 8 1.210 0.100 0.175 0.17
3.627
For 1 Blocks 3.63
Say 4.000 Cum
6 VRCC M25 grade

a Roof Beams
Horizontal
B1-B19 1 41.080 0.230 0.300 2.835
Deduct columns -18 0.300 0.230 0.300 -0.373
Deduct columns -4 0.450 0.230 0.300 -0.124
D1-D4 clear (typ) 2 4.705 0.230 0.300 0.649
D4-D7 clear (typ) 2 6.035 0.230 0.300 0.833
F1-F6clear (typ) 2 8.560 0.230 0.450 1.772
F6-F7 2 2.250 0.230 0.300 0.311
D7-D13 2 17.800 0.230 0.300 2.456
L6-L14 3 24.305 0.230 0.300 5.031
Deduct columns -6 0.300 0.230 0.300 -0.124
Deduct columns -1 0.450 0.230 0.300 -0.031
M2-M6 6 5.900 0.230 0.300 2.443
Deduct columns -6 0.450 0.230 0.300 -0.186
Deduct columns -2 0.300 0.230 0.300 -0.041
Vertical
C1-D1 12 2.400 0.230 0.300 1.987
D1-L1 6 18.830 0.230 0.300 7.796
Deduct columns-C2 -4 0.300 0.230 0.300 -0.083
Deduct columns-C10 -2 0.600 0.230 0.300 -0.083
Deduct columns-C5 -4 0.600 0.230 0.300 -0.166
Deduct columns-C6 -2 0.600 0.230 0.300 -0.083
D4-F4 2 4.300 0.230 0.300 0.593
I7-L7 6 8.560 0.230 0.450 5.316
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
L5-M5 10 2.400 0.230 0.300 1.656
M2-02 4 6.800 0.230 0.300 1.877
Deduct columns -8 0.300 0.230 0.300 -0.166
Deduct columns -4 0.450 0.230 0.300 -0.124
M6-P6 8 8.560 0.230 0.450 7.088
Lift 1 7.200 0.230 0.300 0.497
Deduct columns -4 0.300 0.230 0.300 -0.083
Deduct columns -1 0.450 0.230 0.300 -0.031
41.151
For 1 Blocks 41.15
Say 42.000 Cum
b Roof slab
L5-L15XL5-M5 1 29.130 2.400 69.912
D6-D7XD6-L6 1 18.830 3.000 56.490
126.402
For 1 Blocks 126.40
Say 127.000 Sqm
b Roof slab
B1-B19XB1-L1 1 41.080 29.790 1223.773
M6-M14XM6-P6 1 24.420 8.560 209.035
Deduct st Lift 1 2.930 2.330 6.827
Deduct st case -2 5.300 4.300 -45.580
Deduct st Lift -1 2.400 1.800 -4.320
Deduct OTS area -1 17.340 10.040 -174.094
Open Terrace area -1 40.085 8.560 -343.128
Open Terrace area -2 14.070 8.560 -240.878
505.234
For 1 Blocks 505.23
Say 506.000 Sqm

M2-M6xM2-O2 1 1 5.930 6.800 40.324
40.32
For 1 Blocks 40.32
Say 41.000 Sqm
iii) Waist Slab 150mm thick
Staircase 2 2 3.759 2.000 30.072
Mid landing 2 1 4.300 2.000 17.200
47.272
For 1 Blocks 47.27
Say 48.000 Sqm
7 Sunshades
W1 18 2.100 37.800
W2 4 1.800 7.200
45.000
For 1 Blocks 45.00
Say 45.000 RM

Horizontal
Horizontal 1 11.729 0.225 3.150 8.313
Horizontal 1 11.620 0.225 3.150 8.236
Deduct columns -4 0.450 0.225 3.150 -1.276
Deduct columns -2 0.600 0.225 3.150 -0.851
Stair case Wall 2 8.560 0.225 0.800 3.082
Deduct columns -4 0.600 0.225 3.150 -1.701
Near Corridor Wall 2 1.985 0.225 3.150 2.814
Toilet Block -H 4 5.930 0.225 3.150 16.812
Deduct columns -8 0.300 0.225 3.150 -1.701
Open To sky 1 17.800 0.225 3.150 12.616
Deduct columns -6 0.450 0.225 3.150 -1.914
Horizontal 1 24.420 0.225 3.150 17.308
Deduct columns -6 0.300 0.225 3.150 -1.276
Deduct columns -2 0.450 0.225 3.150 -0.638
Llift H 2 3.150 0.225 3.000 4.253
Deduct columns -2 0.300 0.225 3.000 -0.405
Wash Basin Wall 1 2.355 0.225 3.000 1.590
Wash Basin Wall 1 4.730 0.225 3.000 3.193
Verticals
Staircase-V 2 4.910 0.225 3.000 6.629
Deduct columns -4 0.300 0.225 3.000 -0.810
Lift V 2 2.400 0.225 3.000 3.240
Deduct columns -4 0.300 0.225 3.000 -0.810
Verticals 2 14.300 0.225 3.150 20.270
Deduct columns -10 0.450 0.225 3.150 -3.189
Verticals 2 19.060 0.225 3.150 27.018
Deduct columns -8 0.450 0.225 3.150 -2.552
Corridor Walls 2 2.400 0.225 3.150 3.402
Toilet block V 2 6.805 0.225 3.150 9.646
Toilet block V 2 8.660 0.225 3.150 12.276
Deduct columns -2 0.300 0.225 3.175 -0.429
Deduct columns -4 0.450 0.225 3.175 -1.286
Terrace Wall 2 14.300 0.225 0.900 5.792
Terrace Wall 2 5.975 0.225 0.900 2.420
Terrace Wall 1 41.080 0.225 0.900 8.319
Terrace Wall 1 11.330 0.225 0.900 2.294
Open To sky 2 10.270 0.225 0.900 4.159
Open To sky 1 17.190 0.225 0.900 3.481
Deductions
D2 -4 1.500 0.225 2.600 -3.51
D5 -3 0.900 0.225 2.100 -1.28
JW1 -2 1.500 0.225 1.800 -5.400
Lift door -1 1.200 0.225 2.100 -0.57
W1 -18 1.800 0.225 1.800 -13.12
W2 -4 1.500 0.225 1.800 -2.43
V1 -20 0.600 0.225 0.500 -1.35
Lintels
D2 -4 1.960 0.225 0.175 -0.31
D5 -3 1.360 0.225 0.175 -0.16
JW1 -2 1.960 0.225 0.175 -0.686
Lift door -1 1.660 0.225 0.175 -0.07
W1 -18 2.260 0.225 0.175 -1.60
W2 -4 1.960 0.225 0.175 -0.31
V1 -20 1.060 0.225 0.175 -0.83
136.702
For 1 Blocks 136.70
Say 137.000 Cum

WCS-H 6 1.500 2.400 21.600
WCS-V 1 6.345 2.400 15.228
WCS-V 1 3.115 2.400 7.476
Wash basin Wall 1 3.045 3.175 9.668
WCS-V 2 3.115 3.175 19.780
Deductions
D6 -8 0.750 2.100 -12.600
Lintels
D6 -8 1.210 0.175 -1.694
59.458
For 1 Blocks 59.46
Say 60.000 sqm
10 TMT STEEL
level 126.4 80.000 0.125 Kgs/Cum 1264.02
level 547.00 80.000 0.150 Kgs/Cum 6564.00
Lintels 3.63 80.000 Kgs/Cum 290.185
Shelves 4.05 0.025 80.000 Kgs/Cum 8.100
29933.962
Say 29.900 MT
11 Mild Steel
RBM 60 2.000 Kgs/Sqm 120.000
120.000
Say 0.120 MT
flooring 209.000
637.272
Say 638.000 Sqm

Multi purpose Hall 1 72.800 3.450 251.160
3 wide corridor V 2 64.66 3.450 446.154
In front of stair caseStair case 2 13.46 3.450 92.874
Toilet
Wash Area 1 11.060 3.450 38.157
In front of wcs 1 9.230 3.450 31.844
WCS 2 6.000 3.450 41.400
Toilet Left Side
Wash Area 1 10.570 3.450 36.467
In front of wcs 1 15.920 3.450 54.924
In front of wcs 1 7.710 3.450 26.600
WCS 6 6.000 3.450 124.200
Stair case 2 14.90 3.450 102.810
Lift walls 1 2.400 3.450 8.280
all round lift 1 8.80 3.450 30.360
Deductions
Lift Door -1 0.900 2.100 -1.890
D2 -4 1.500 2.600 -15.600
D5 -3 0.900 2.100 -5.670
D6 -8 0.750 2.100 -12.600
JW -2 1.800 1.800 -6.480
875.129
For 1 Blocks 875.13
Say 876.000 Sqm

Say 525.000 Sqm
Say 350.000 Sqm
Alround the building as per CADD 1 164.680 3.600 592.848
Add open to sky Wall 1 17.800 3.600 64.080
Terrace Parapet wall 2 20.275 2.030 82.317
Deductions
open to sky Wall -1 17.800 0.900 -16.020
W1 -18 1.500 1.200 -32.400
W2 -4 1.500 0.900 -5.400
SW -4 1.500 0.900 -5.400
V1 -20 0.600 0.500 -6.000
804.026
For 1 Blocks 804.03
Say 805.000 Sqm
15 Impervious coat
bottom
common toilets 1 5.470 6.350 34.735
Sides
Toilets 1 23.640 0.300 7.092
Toilets 1 17.170 0.300 5.151
Toilets 2 12.180 0.300 7.308
89.037
For 1 Blocks 89.04
Say 90.000 Sqm
16 RCM Drop
corridor ends 1 2 2.400 0.600 2.880
2.880
For 1 Blocks 2.88
Say 3.000 Sqm
Flooring
Toilet
Wash Area 1 2.400 3.130 7.512
In front of wcs 1 1.500 3.115 4.673
WCS 2 1.500 1.500 4.500
Toilet Left Side
Wash Area 1 2.240 3.045 6.821
In front of wcs 1 6.345 1.615 10.247
In front of wcs 1 0.740 3.115 2.305
WCS 6 1.500 1.500 13.500
49.558
For 1 Blocks 49.56
Say 50.000 Sqm

Multi purpose Hall 1 17.340 19.060 330.500
330.500
For 1 Blocks 330.50
Say 331.000 Sqm
3 wide corridor V 2 3.000 29.330 175.980
208.182
For 1 Blocks 208.18
Say 209.000 Sqm
17.200
For 1 Blocks 17.20
Say 18.000 Sqm

7.000
Say 7.000 Sqm

W1 18 1.800 0.225 7.290
W2 4 1.500 0.225 1.350
JW1 2 1.800 0.225 0.810
V1 20 0.600 0.225 2.700
12.150
For 1 Blocks 12.15
Say 13.000 Sqm
a Treads
Staircase 2 22 2.000 0.300 26.40
26.400
For 1 Blocks 26.40
Say 27.000 Sqm
b Risers
Staircase 2 24 2.000 0.150 14.400
14.400
For 1 Blocks 14.40
Say 15.000 Sqm
Skirting
Multi purpose Hall 1 72.800 72.800
72.800
For 1 Blocks 72.80
Say 73.000 Rmt
3 wide corridor V 2 64.66 1.500 193.980
Deductions
Staire case -2 4.300 1.500 -12.900
D2 -4 1.960 1.500 -11.760
D5 -3 1.360 1.500 -6.120
Lift door -1 0.900 1.500 -1.350
230.760
For 1 Blocks 230.76
Say 231.000 Sqm
33.400
For 1 Blocks 33.40
Say 34.000 Rmt

Lift walls 1 2.400 3.450 8.280
Lift door -1 1.200 2.100 -2.520
5.760
For 1 Blocks 5.76
Say 6.000 Sqm

Toilet
Wash Area 1 11.060 2.100 23.226
In front of wcs 1 9.230 2.100 19.383
WCS 2 6.000 2.100 25.200
Toilet Left Side
Wash Area 1 10.570 2.100 22.197
In front of wcs 1 15.920 2.100 33.432
In front of wcs 1 7.710 2.100 16.191
WCS 6 6.000 2.100 75.600
Deductions
D5 -3 0.900 2.100 -5.670
D6 -8 0.750 2.100 -12.600
196.959
For 1 Blocks 196.96
Say 197.000 Sqm
27 Cinder Filling
Toilet block 2 4.930 6.805 0.300 20.129
Toilet bloct 1 5.930 3.360 0.300 5.977
26.107
For 1 Blocks 26.11
Say 27.000 cum
28 SS Railing
Staircase 2 2 3.759 0.900 13.53
13.532
For 1 Blocks 13.53
Say 14.000 Sqm
29 Grip bar
Staircase 2 1 12.748 25.496
25.496
For 1 Blocks 25.50
Say 26.000 Rmt
30 False ceiling
deduct Store -1 5.40 3.000 -16.200
314.300
For 1 Blocks 314.30
Say 315.000 Sqm
638.000
Say 638.000 Sqm
32 Wall putty
876.000
Say 876.000 Sqm
33
25% 0.000
0.000
Say 0.000 Sqm

faces of walls
876.000
Say 876.000 Sqm

plastering
805.000
Say 805.000 Sqm
81.600 Sqm
Say 82.000 Sqm
D2 0.75 4 1.500 2.600 11.700
D5 0.75 3 0.900 2.100 4.253
15.953
For 1 Blocks 15.953
Say 16.000 Sqm
a D2 (1.5X 2.6) 4 1.500 2.600 15.600

For 1 Blocks 15.60
Say 15.600 Sqm
b D5(.90 X 2.10) 3 0.900 2.100 5.670

For 1 Blocks 5.67
Say 5.670 Sqm
c D6(0.75 X 2.10) - frame

8 4.950 39.600
39.600
For 1 Blocks 39.60
Say 39.600 RM
c1 D6(0.75 X 2.10) - shutter 8 0.750 2.100 12.600

For 1 Blocks 12.60
Say 12.600 Sqm
35 Windows
W1 18 1.800 1.800 58.320
W2 4 1.500 1.800 10.800
69.120
For 1 Blocks 69.12
Spider Glazing 0 8.000 3.600 0.00
0.000
For 1 Blocks 0.00
Say 0.000 Sqm
37 JALI WALL
JW1 2 1.800 1.800 6.48
6.48
Say 7.00 Sqm
38 Ventilators
V1 20 0.600 0.500 6.000
6.000
For 1 Blocks 6.00
6.000 Sqm
39
W1 18 1.800 1.800 58.320
W2 4 1.500 1.800 10.800
JW1 2 1.800 1.800 6.480
Ventilators
V1 20 0.600 0.500 6.000
81.600
For 1 Blocks 81.60
Say 82.000 Sqm
1230.000 Kgs
40 Cupboards
Store 1 3.000 2.100 6.300
6.300
For 1 Blocks 6.30
Say 7.000 Sqm
Terrace 1 41.080 11.480 471.598
Terrace 2 8.100 13.840 224.208
695.81
Say 696.00 Sqm
Alround the building as per CADD 1 164.680 3.600 592.848
Add open to sky Wall 1 17.800 3.600 64.080
Deductions
open to sky Wall -1 17.800 0.900 -16.020
W1 -18 1.500 1.200 -32.400
W2 -4 1.500 0.900 -5.400
SW -4 1.500 0.900 -5.400
V1 -20 0.600 0.500 -6.000
804.03
Say 805 Sqm
Detailed Estimate for NURSING COLLEGE- Terrace Floor
under lintels
D5 2 3 0.300 0.225 0.150 0.06
W2 2 4 0.300 0.225 0.150 0.08
Hold fasts
D5 6 3 0.230 0.225 0.150 0.14
W2 4 4 0.230 0.225 0.150 0.12
0.41
For 1 Blocks 0.41
Say 1.00 Cum
2 Dummy columns
C1 12 0.300 0.450 0.900 1.46
C2 16 0.300 0.450 0.900 1.94
C3 23 0.300 0.450 0.900 2.79
C4 7 0.300 0.450 0.900 0.85
C5 10 0.300 0.600 0.900 1.62
C6 6 0.300 0.600 0.900 0.97
C7 2 0.300 0.600 0.900 0.32
C8 8 0.380 0.380 0.900 1.04
C9 5 0.380 0.380 0.900 0.65
C10 1 0.380 0.600 0.900 0.21
C12 1 0.380 0.600 0.900 0.21
91 12.06
For 1 Blocks 12.06
Say 0.00 Cum
3 VRCC M25 grade
a Columns
i Columns Upto Roof slab bottom
Staircase Head Room
C2 1 0.300 0.450 3.450 0.47
C3 1 0.300 0.450 3.450 0.47
C10 1 0.380 0.600 3.450 0.79
C11 1 0.380 0.600 3.450 0.79
Lift Head Room
C1 4 0.300 0.450 3.450 1.86
8
Water Tank
C1 16 0.300 0.450 1.500 3.24
a For Elevation
C1 7 0.3 0.45 1.05 0.99
C2 16 0.3 0.45 1.05 2.27
C3 23 0.3 0.45 1.05 3.26
C4 7 0.3 0.45 1.05 0.99
C5 7 0.3 0.6 1.05 1.32
C6 6 0.3 0.6 1.05 1.13
C7 2 0.3 0.6 1.05 0.38
C8 6 0.38 0.38 1.05 0.91
C9 5 0.38 0.38 1.05 0.76
C10 1 0.38 0.6 1.05 0.24
19.86
For 1 Blocks 19.86
Say 20.00 Cum
APMSIDC-MTM NC-DET-TERRACE 1414 OF 3032

b Lintels
D5 3 1.360 0.230 0.175 0.16
W2 4 1.960 0.230 0.175 0.32
7 0.48
For 1 Blocks 0.48
Say 1.00 Cum

Water Tank 1 25.470 1.500 38.21
38.21
For 1 Blocks 38.21
Say 39.00 Sqm
4 VRCC M25 grade

a Roof Beams
Staircase Head Room
horizontal 4 7.800 0.230 0.300 2.15
Verticals 4 4.300 0.230 0.300 1.19
Lift Head Room
horizontal 2 2.250 0.230 0.300 0.31
Verticals 2 1.800 0.230 0.300 0.25
Water Tank
horizontal 4 5.330 0.230 0.300 1.47
Verticals 4 5.905 0.230 0.300 1.63
Deduct columns-H -8 0.450 0.230 0.300 -0.25
Deduct columns-V -8 0.300 0.230 0.300 -0.17
For Elevation
Slab provosion all round beam 1 223 0.23 0.475 24.36
30.95
For 1 Blocks 30.95
Say 31.00 Cum
b Roof slab
C2 -2 0.300 0.450 0.54
C3 -2 0.300 0.450 0.54
C10 -2 0.380 0.600 0.91
C11 -2 0.380 0.600 0.91
Lift Head 1 3.150 2.400 7.56
Deduct columns -4 0.300 0.450 2.16
water tank top slab 2 5.930 6.805 161.41
Deduct columns-h -8 0.450 0.230 6.62
Deduct columns-v -8 0.300 0.230 4.42
350.46
For 1 Blocks 350.46
Say 351.00 Sqm

water tank bottom slab 2 5.930 6.805 80.71
Lift room bottom slab 1 3.150 2.400 7.56
88.27
For 1 Blocks 88.27
Say 89.00 Sqm

5 Sunshades
W2 4 1.500 6.00
6.00
For 1 Blocks 6.00
Say 6.00 Rmt

Staircase Head Room
horizontal 4 7.800 0.225 3.150 22.11
Verticals 4 4.300 0.225 3.000 11.61
Lift Head Room
horizontal 2 2.250 0.225 3.175 3.21
Verticals 2 1.800 0.225 3.175 2.57
Parapet wall All round 1 177.040 0.225 1.050 41.83
Water Tank wall-H 4 5.930 0.225 1.500 8.01
Water Tank wall-V 4 6.805 0.225 1.500 9.19
Deduct columns-h -8 0.450 0.230 1.500 -1.24
Deduct columns-v -8 0.300 0.230 1.500 -0.83
Deductions
W2 -3 1.500 0.225 1.200 -1.22
D1 -4 0.900 0.225 2.100 -1.70
93.54
For 1 Blocks 93.54
Say 94.00 Cum
7 TMT STEEL
Lintels 1.00 80.000 Kgs/Cum 80.00
17987.58
Say 18.00 MT
Lift Head 1 2.690 1.940 5.22
137.55
For 1 Blocks 137.55
Say 138.00 Sqm

Staircase Head 2 24.940 2.875 143.41
Lift Head 1 9.260 2.875 26.62
Deductions
D-2 -3 0.900 2.100 -5.67
164.36
For 1 Blocks 164.36
Say 165.00 Sqm

Parapet wall All round 1 177.040 2.325 411.62
Lift Head 1 11.100 3.000 33.30
water tank 2 25.470 1.500 76.41
Deductions
Staircase -2 4.850 2.325 -22.55
D-2 -3 0.900 2.100 -5.67
W2 -4 1.500 1.200 -7.20
646.59
For 1 Blocks 646.59
Say 647.00 Sqm

1413.47
Say 1414.00 Sqm
10 Impervious Coat
water tank sides 2 25.470 1.500 76.41
157.12
For 1 Blocks 157.12
Say 158.00 Sqm

327.60
For 1 Blocks 327.60
Say 328.00 Rmt

138.00
Say 138.00 Sqm

0.00
Say 0.00 Sqm
faces of walls
165.00
Say 165.00 Sqm

plastering
647.00
Say 647.00 Sqm

D5 0.75 3 0.900 2.100 4.25
4.25
For 1 Blocks 4.25
Say 5.00 Sqm
W2 4 1.500 1.200 7.20
7.20 Sqm
For 1 Blocks 7.20
Say 8.00 Sqm
18 S & F of Doors
D5(0.90 X 2.10) 3 0.900 2.100 5.67
For 1 Blocks 5.67
5.67 Sqm
19 Windows
W2 4 1.500 1.200 7.20
For 1 Blocks 7.20
7.20 Sqm

W1 4 1.500 1.200 7.20
7.20 Sqm
For 1 Blocks 7.20
Say 8.00 Sqm
120.00 Kgs
Roof Slab 125mm thick 1 223 2.619466 584.14
584.14
Say 585.00 Sqm

tiles 1 223 2.619466 584.14
584.14
Say 585.00 Sqm

Name of the work : Establishment of Government Medical College at
Vizianagaram in Vizianagaram District
GENERAL ABSTRACT -GIRLS HOSTEL 1ST YEAR AND 2ND YEAR STUDENTS
3 Electrification `
13144775.86

ABSTRACT ESTIMATE FOR CIVIL WORKS FOR PROPOSED GIRLS HOSTEL FOR 1ST AND 2ND YEAR
STUDENTS
Unit Rate
1 Earth work excavation for foundations 1060.00 CUM ONE CUM 107.00
item of work excluding dewatering charges etc., as
per SS 20 B(APSS 308)
foundations and basement with initial lead in layers
not exceeding 15cm thick,watering and ramming
and all peraitonal,incidental, labour charges,hire
profit complete for fnished item of work(APSS
NO.309&310)
4 Supply and placing of Vibrated Plain Cement 70.00 CUM ONE CUM 3050.00
5 Supply and placing of Plain Cement Concrete 60.00 CUM ONE CUM 2557.00
sand, coarse aggregate, water etc. to site including
6 Supply and placing of Plain Cement Concrete 97.00 CUM ONE CUM 2421.00
M 5 grade for foundations using coarse aggregate

concrete using batching and mixing plant of 15
cum per hour capacity with 20mm size graded
b) Raft Concrete 80.00 CUM ONE CUM 5763.00

for finished item of work including out of water from
0 to 1m (APSS No. 402)
c) Column Pedastals 24.00 CUM ONE CUM 6967.00

d) Plinth Beams 31.00 CUM ONE CUM 7052.00

a) Columns :
Sixth Floor : 25.00 CUM ONE CUM 10981.00
Seventh Floor : 22.00 CUM ONE CUM 11219.00
b) Roof Beams :
c) ROOF SLABS :

Sixth Floor : 197.00 SQM ONE SQM 1069.00
Seventh Floor : 154.00 SQM ONE SQM 1091.00

d) Side walls
Seventh Floor for water tanks 76.00 SQM ONE SQM 2204.00


No. 402)
Lintels :

cement, fine aggregate (sand), coarse aggregate,
water etc., to site, centering using casurina ballies ,
bamboos , wooden reapers , runners , wood posts ,
wall plates etc., for 60cm wide sun-shades 7.5cm
thick at fixed end and 5cm thick at free end with
an average thickness of 6.25cm including all
of work (APSS No. 402, 403 & 903)
Sixth Floor : 45.00 RM ONE RM 562.00


overheads & contractors profit but excluding cost
of steel and its fabrication charges complete for

M 10 grade mix using 20mm size graded machine

coarse aggregate, water etc. to site, hire and labour
charges for centering and scaffolding including all
steps (APSS No. 402)

incidental and labour charges, transporting
concrete in transit mixer, curing etc., and
overheads & contractors profit complete but
for sill slabs (APSS No. 402 & 403)

for platforms, lofts and shelves. (APSS No. 402
& 403)




different diameters for RCC works including
labour charges for straightening, cutting, bending to
required sizes and shapes, placing in position with
cover blocks of approved materials and size and
tying and lap-splicing with binding wire of 18 SWG,
forming grills for reinforcement work as per
No.126)
Sixth Floor : 23.30 MT ONE MT 70296.00
Seventh Floor : 20.90 MT ONE MT 71696.00

chairs, spacer bars including cost and conveyance
of binding wire, cover blocks and all incidental,
item of work.( APSS No.126)
Sixth Floor : 0.89 MT ONE MT 66717.00

cement, sand, water etc., to site and all operational,
incidental charges on materials and including cost
of all labour charges for mixing mortar, finishing,
curing as directed by Engineer-in-charge etc., and
item of work.(SS 901,903 & 904)

complete for finished item of work for internal
walls. (SS 901,903 & 904)


with a floating coat of neat cement and thread lining
at regular intervals of 45cmx45cm including cost
water proofing compound, water etc., to site,
mixing mortar, laying, lift charges, rendering
work. (APSS No. 901 & 903).
above portico : 43.00 SQM ONE SQM 495.00

cement, sand, water proofing compound, water
etc., to site, operational, incidental, and labour
rendering smooth and thread lining, curing
including rounding off junctions of wall and slab
etc., and overheads & contractors profit complete

bath room:
content 49% +2%
12390-8 2000, ASTM D 412-92
Note: -
approved agency.

706.00 SQM ONE SQM 540.00

nomianl reinforcement as directred by Engineer -
In - Charge with dubara sponge finishing,including
item of work but excluding cost of steel and its
fabrication charges for finished item of work(APSS
NO.403&903)

designs as approved by Engineer-in-charge, set
over base coat of cement mortar (1:8), 12mm thick
using screened sand over CC bed already laid or
RCC roof slab, including neat cement slurry of
honey like consistency spread @ 3.3 Kgs per sqm
& jointed neatly with white cement paste to full
depth mixed with pigment of matching shade,
(APSS No.701 & 707)

tiles with double layer pigment of Size 600 x 600
mm and thickness between 8-10 mm 1st quality
cement slurry of honey like consistancy spread @
3.3 kgs per sqm. and jointed neately with white
& 707)

CC bed already laid or RCC roof slab including
neat grey cement slurry of honey like consistency
spread @ 3.3 Kg per sqm and jointed neatly with
operational, incidental labour & lift charges,
work (S.S.701 & special)


CC bed already laid or RCC roof slab including
neat grey cement slurry of honey like consistency
spread @ 3.3 Kg per sqm and jointed neatly with
for finished item of work for platforms (S.S.701 &
special)


(APSS No.701 & 710)

screened sand over CC bed alredy laid or RCC roof
slab including neat cement slurry of honey like

work for treads and risers (S.S.701 & special)
a Treads
b Risers



item of work.


all shades and designs with borders and design as
per the approved pattern as approved by Engineer-
in-Charge flushed to wall surface set over base



finish including cost and conveyance of all
materials, electrodes, welding charges, cost of all
work.
165.00 SQM ONE SQM 3040.00

per approved drawing with top rail of 50mm dia
224.00 RM ONE RM 1428.00
42 Providing 110 mm Dia ISI marked PVC down 570.00 RM ONE RM 275.00

Engineer-in-Charge including cost and
conveyance of materials to site and labour charges
etc., overheads & contractors profit complete for

labour charges such as cutting , fixing of standing
88.00 SQM ONE SQM 975.00

in all floors.

5067.00 SQM ONE SQM 42.00
loose dust, applying knifing paste filler by putty
knife / muslin pad, air dry for 2 - 3 hrs, sand with
180 and 320 No., emery paper for the surface
10998.00 SQM ONE SQM 197.00
47 Providing and applying PMCC / Deco orient base

or Equivalent exterior Texture of average 2 to 3 mm
thickness over plastered surface to prepare the
surface even and smooth after thoroughly brushing
powdered materials, applying emery paper, Sand
the surface, clean & wipe off loose dust, applying
putty/ texture paint filler by putty knife / muslin pad,
air dry for 2 - 3 hrs for the surface preparation
charges, scaffolding charges, overheads and
work in all floors for external walls

0.00 SQM ONE SQM 266.00

11143.00 SQM ONE SQM 193.00

0.00 SQM ONE SQM 256.00

profit complete in all floors (APSS No.1200, 1207
& 1211).
217.00 SQM ONE SQM 199.00

less than 50 grams/litre over primer coat of red
oxide to new iron work including cost and
item of work in all floors. (SS No. 1201, 1212 &
1207).
349.00 SQM ONE SQM 174.00

52 Supply & applying Melamine Polish Glossy/
Matt finish to the wood works duly cleaning the
surface and applying emery paper, sand the wood
with 180 No., emery paper and then with 320 No.,
emery paper, clean & wipe off loose dust, applying
suitable knifing paste filler / wood filler by putty
180 and 320 No., emery paper, apply two
component wood sealer, air dry for 24 hrs, sand
with 320 No emery paper, applying one coat of
approved spraying thinner (for spraying)/ applying
purpose thinner (for brushing) and apply (either
with spray or brush) two coats of approved brand
melamine including cost & labour charges, emery
papers, cost of thinner & melamine polish, over
heads and contractors profit etc., complete for

35mm, bottom rail of size 150mm x 35mm and
12mm thick plain float glass for shutter including
cost and

fasts of size 300 mm x 40 mm x 5mm including cost
of ISI marked brass fixtures of 8 Nos butt
(IS:204) of 200 mm long , 2 Nos 450 mm long
fancy handles, 2 Nos door stoppers, 2 Nos. Rubber
/ Nylon door stop bushes including fixing the
fixtures to door with required number of screws,
frame in position, fixing the shutters to the frame
mm) (1800mm x 2100mm)

fixing 1mm thick mat finish laminated sheet to full
width and height of the flush shutter both sides
frame, flush shutter, laminated sheet including
supply and

218.30 SQM ONE SQM 4782.00

supply and

22.68 SQM ONE SQM 5077.00

2100mm.
515.00 RM ONE RM 375.00

and size of 25mmX25mm for styles, top and bottom
rails. MS. Frame shall have a coat of steel primers.
The inner panel shall consist of 25mm thick high
density EPS conforming to IS 4671-1984 bounded
with 2mm thick termite proof, water proof and fire
resistant moulded Pac sheet with 2,4,6 raised
panel design in different plain and / or pre-lam
colours after routing to the moulded design on one
side and 2mm plain and / or pre-lam Pac sheet on
other side of the EPS. The edge of panel to be
sealed with lipping of 10mm wide PVC sheet
bottom (made by sticking 2 rigid foam sheet of
5mm thickness using Pac solvent cement) and
stiles sides 25mm(5mmX5) thick and 30mm width
Pac sheet fitted along MS tube for lock provision for
lock height 5mm thick Pac sheet of size
Nylon door: stop bushes including labour charges
First Floor 8.40 SQM
173.04 SQM ONE SQM 3753.00

Providing and fixing 3 Track 3 Shutter Pre painted
/powder coated (Base Steel as per IS 513 „D‟
quality galvanized as per IS 277 with Zinc of 120
Gms./ Sq.mtr) with total coated thickness of
0.58mm. Primer Coat with epoxy primer of 5-7
microns thick, finished paint with a polyester paint
of 12-16 microns thick and back coated with Alkyd
backer of 5-7 microns or powder coated with pure
polyester powder up to 50-60 microns thick. The
External Section for Three Track Three Sliding
Shutter should be of 44 x 107mm with a provision
for bottom track insert profile of 10x9 mm made of
aluminium. Section for Window glass shutter should
be of 35x49mm , Section for Window Euro groove
should be of 25x24mm made of plastic to
accommodate standard accessories, and section
for window lap strip should be of 21x4mm made of
plastic. Section for Mesh Shutter should be of
35x49mm. The Window to be panelled with 4mm
thick pin headed glass. The gaskets are to be
made of Ethyl Propylene Diamine Manomer
[EPDM]. Corner Brackets for internal and external
frame to be made of glass filled nylon. Touch lock
to be provided for Window Shutter. Sections are to
be cut to length, joined and assembled by means of
corner brackets.
First Floor : The above frame to be fixed to 48.36 SQM
375.96 SQM ONE SQM 7526.00
### Providing and fixing factory made uPVC white

water etc.

i Ventilators
63.00 SQM ONE SQM 4892.00
### Supplying and fixing of MS doors, grill to

6944.40 Kgs ONE Kgs 89.00

### Supplying and fixing of two shutter cupboards
934.00 SQM ONE SQM 2817.00
### Providing external cladding to walls with

including cost of all materials like natural stone,
cement, sand and water, scaffolding etc., and
item of work.
First Floor : 146 SQM ONE SQM 843
Second Floor : 669 SQM ONE SQM 875
Third Floor : 669.00 SQM ONE SQM 906

### Providing external cladding to walls with brick
Fourth Floor : 708.00 SQM ONE SQM 807
Fifth Floor : 708.00 SQM ONE SQM 838
Sixth Floor : 708.00 SQM ONE SQM 870
### Providing pitched roof cladding with terracota

Seventh Floor : 670 SQM ONE SQM 864

vernment Medical College at Vizianagaram in Vizianagaram District
ORKS FOR PROPOSED GIRLS HOSTEL FOR 1ST AND 2ND YEAR
STUDENTS
Amount
(Rs.)
113420
411112
17490
213500
153420
234837
833690
461040
167208
218612
528228
591298
605399
262525
268525
274525
246818
279020
572040
586180
257250
263250
269310
128478
95500
195600
200000
201531
206062
210593
168014
667128
1534844
1565908
326124
630630
643734
111600
167504
76770
44304
135619
138688
64435
65830
67230
13725
22184
28215
29184
23805
24525
25290
583495
1300320
1382450
858438
906570
954828
1130462
235704
433356
472703
420407
452746
485085
15184
38430
38890
23616
23892
24174
4075
8530
12933
13074
8808
8902
8994
9130
13833
13974
9408
9502
9594
6885
34194
35014
18438
18942
19404
4040
34528
35524
18260
18675
19173
3734405
3435305
3509645
1572634
1605277
1637897
1498446
39413
66005
67517
56886
58132
59378
227800
449761
493902
294503
319317
343478
29276
469291
1345262
1468066
825930
889686
953442
101790
722358
21285
93808
511184
76846
381240
6516
21206
162120
169344
70417
73298
76246
755216
1256310
1298880
772350
796860
821940
81180
109330
111621
55006
56112
57232
31672
32312
32944
20990
21385
21785
55792
108192
109851
58421
59290
60170
4048
7335
92735
160486
162777
85395
86580
87780
44220
74160
75942
38862
39753
40653
34282
96768
100608
51840
53376
54912
11658
23484
24054
12528
12818
13108
23334
83769
85848
46057
47157
48246
58604
151960
154512
200096
203352
206608
242439
373096
386555
313110
323890
334425
378094
31519
31648
17020
17089
17158
501600
319872
156750
3060
24273
26390
14745
15825
16920
85800
212814
2166606
0
2150599
0
43183
60726
39340
164475
1043911
115146
193125
649419
2829475
308196
618052
2631078
123078
585375
606114
571356
593304
615960
578880
83870683
NAME OF WORK :- CONSTRUCTION OF PROPOSED NEW MEDICAL COLLEGE & TEACHING
HOSPITAL AT KURNOOL .
SUB - ESTIMATE :- JUNIOR HOSTEL ABS

Amount
S.No Description of Work Quantity Rate
(Rs.)
2 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 20.00 NO 3679.00 73580.00

1:6 prop. Masonry. Inspection chamber upto 914.4 mm
(3'0") and fitted with light weight 457.2 mm x 457.2 mm
(1'6"x1'6") C.I frame and cover of 20 Kg including cost and
conveyance of all materials like cement, sand, bricks, water
etc., to site, cost of seigniorage charges on all materials and
all incidental and operational, labour charges like mixing
cement mortar, constructing masonry, lift charges, curing ,
overheads & contractors profit etc., complete for finished
item of work as per Standard specification.
3 Supplying and fixing of SWG Gully traps 150mm x 20.00 NO 551.00 11020.00
20” dia RCC manhole covers and frames including
excavating pits up to a depth of 904 mm (3'-0") in all sorts of
soils (exculding rock) and laying cement conrete (1:4:8) 150
mm thick using 40 mm HBG Metal and P.C.C. 1:2:4
benching and channel 100 mm thick as per Standard
specification and including cost and conveyance of all
materials like cement, sand, bricks, water etc., to site, cost
of seigniorage charges on all materials and all incidental and
5 Supplying and fixing of 4" (101.6mm) multi floor trap 113 NO 139.00 15707.00
with jali - UPVC/SWR pipe fittings as per site
requirements with standard practice for all floors including
cost and conveyance of all materials to site, labour charges ,
overheads & contractors profit etc., complete for finished
item of work.
6 Supplying and fixing approved make wash down 33 NO 5000.00 165000.00

European Water Closet of 1st quality conforming to
IS:2556-Part-2-2004 of white glazed with 'S' trap,supplying
and fixing best Indian make plastic seat and lid for
European water closets with rubber or plastic Buffers as per
IS 2548-1996 and 10 litres capacity single flush PVC low
level cistern with internal components and fixed using
required size of nails and screws, 15 mm brass angle stop
valve of quarter turn spindle type of not less than 400 grams
weight with internal threaded conforming to IS 8931, 15mm
PVC connections with brass union nuts CP coated including
cost and conveyance of all materials to site, overheads &
contractors profit etc., complete for finished item of work for
all floors.
7 Supplying and fixing 580mm x 440mm long Orissa pan 10 NO 4276.00 42760.00
masonry seat, CC squatting plate and 10 litres capacity
single flush PVC low level cistern Parryware or equivalent
with internal components fixed on 2 Nos. of teak wood
blocks of size 76.20mm x 101.60mm using required size of
nails, screws as approved by Engineer-in-charge, angle stop
cock 12.70mm dia. first quality Indian make heavy duty
union, P trap or S trap of Indian W.C. shall be encased on
CC (1:2:4) 150mm alround well above the joint to stop
leakage at the joint etc., complete including cost and
conveyance of all materials to site, cost of CC bed, labour
charges and seigniorage charges, overheads & contractors
wooden blocks ,1 No.15mm PVC connection with brass
union nuts CP coated , 15 mm brass angle stop valve of
quarter turn spindle type of not less than 400 grams weight
with internal threaded conforming to IS 8931, 30 mm
nominal size dia PVC flexible waste pipe of 914.4 mm length
of Ist quality including cost and conveyance of all materials
to site, labour charges , overheads & contractors profit for
charges for fixing , overheads & contractors profit for
10 Supplying and fixing TV shape mirror with plastic frame 28.00 NO 540.00 15120.00
609.6mm long aluminium anodized towel rod with
brackets and aluminium screws including cost and
conveyance of all materials, labour charges, overheads &
contractors profit for finished item of work.
12 Supplying and fixing 15 mm brass body CP finish bib 61.00 NO 403.00 24583.00
tap of not less than 300 grams weight screw type (full turn)
with internal / external threaded connection conforming to IS
8931 as approved by the Engineer-In-Charge including cost
and conveyance of all materials, labour charges , overheads
& contractors profit complete for finished item of work in all
floors.
quarter turn Bibcock cum Health Faucet with 1m long
tube and wall hook with 7 - 10 years warranty with
necessary fittings etc., complete including cost and
conveyance of all materials, labour charges, overheads &
contractor profit complete for finished item of work in all
floors.

15778:2007) including cost and conveyance of all materials
to site, labour charges for fixing, overheads & contractors
a) 15.90mm OD pipe 134.00 Rmt 69.00 9246.00
b) 22.20mm OD pipe 367.00 Rmt 106.00 38902.00
c) 28.60mm OD pipe 100.00 Rmt 164.00 16400.00
d) 34.90mm OD pipe 107.00 Rmt 260.00 27820.00
e) 41.30mm OD pipe 40.00 Rmt 357.00 14280.00
16 Supplying and fixing 65 mm Nominal Bore GI pipe 50.00 Rmt 42900.00

conveyance of all materials and labour charges , overheads
& contractors profit complete for finished item of work except
for GI bends union and GI connectors with checkout and
socket Tata or Zenith make or equivalent
858.00
15778:2007) including cost and conveyance of all materials
to site, labour charges for fixing, overheads & contractors
17 80 mm Dia 25.00 Rmt 966.00 24150.00
18 100mm Dia 60.00 Rmt 1051.00 63060.00

charges, overheads & contractors profit complete for

a) 75mm dia 373.00 Rmt 169.00 63037.00
b) 110mm dia 206.00 Rmt 243.00 50058.00
22 Construction of Brick masonry support for GI pipe of 45 NO 82.00 3690.00

size 304.80mm x 228.60mm x 228.60 mm with Brick in CM
(1:6) prop including plastering and finishing with 12mm thick
in CM (1:5) including cost and conveyance of all materials
and all labour charges, overheads & contractors profit
23 a) Supplying & fixing of Vent Cowl upvc / swr Pipe Fittings it 10.00 NO 14.00 140.00
charges for fixing, overheads & contractors profit complete
for finished item of work at all floor levels.
charges for fixing, overheads & contractors profit complete
for finished item of work at all floor levels. For 110 mm Dia
Sub Total (WS): 1247876.00

Detailed Estimate for Proposed Juniors Girls Hostel - Ground Floor

1
Earth work excavation by Machinery
F6 8 2.350 2.350 2.500 110.45
F7 1 2.550 2.550 2.500 16.26
F8 5 2.750 2.750 2.500 94.53
F9 3 2.950 2.950 2.500 65.27
F10 9 3.150 3.150 2.500 223.26
CF-1 3 5.450 2.950 2.500 120.58
CF-2 2 6.050 3.450 2.500 104.36
CF-3 1 5.650 3.150 2.500 44.49
CF-4 1 4.385 2.500 2.500 27.41
Raft-1 1 4.845 4.810 2.500 58.26
RF1 1 3.600 2.850 2.500 25.65
RF2 1 3.400 2.650 2.500 22.53
RF3 1 3.950 2.750 2.500 27.16
Alround the bldg 1 157.500 0.750 0.750 88.59
F6 -6 2.350 0.750 0.750 -7.93
F8 -4 2.750 0.750 0.750 -6.19
F9 -1 2.950 0.750 0.750 -1.66
F10 -2 3.150 0.750 0.750 -3.54
1009.47
For 1 Block 1009.47
1009.47
Say 1060.00 Cum

Deductions
a Qty as per PCC (1:4:8) -56.412
b Qty as per PCC (1:5:10) -96.919
level -14.000 -404.24
655.758 655.76
Say 656.00 Cum
Basement Filling
1407.00
Say 1408.00 Cum
2064.00
Say 2064.00 Cum
APMSIDC-MTM DET-JR.BOYS HOSTEL-GF 1500 OF 3032

1534.00 Cum

Say 530.00 Cum

F6 8 2.350 2.350 0.150 6.63
F7 1 2.550 2.550 0.150 0.98
F8 5 2.750 2.750 0.150 5.67
F9 3 2.950 2.950 0.150 3.92
F10 9 3.150 3.150 0.150 13.40
CF-1 3 5.450 2.950 0.150 7.23
CF-2 2 6.050 3.450 0.150 6.26
CF-3 1 5.650 3.150 0.150 2.67
CF-4 1 4.385 2.500 0.150 1.64
Raft-1 1 4.845 4.810 0.150 3.50
RF1 1 3.600 2.850 0.150 1.54
RF2 1 3.400 2.650 0.150 1.35
RF3 1 3.950 2.750 0.150 1.63
56.41
For 1 Block 56.41
56.41
Say 60.00 Cum
5 PCC (1:5:10)
Horizontal
A1-A16 2 48.450 0.450 0.150 6.54
F2-F4 3 5.515 0.450 0.150 1.12
Secondry 1 0.540 0.450 0.150 0.04
Secondry 1 1.200 0.450 0.150 0.08
Projection 2 1.200 0.450 0.150 0.16
Vertical
A1-B1 TYP 10 6.850 0.450 0.150 4.62
D2-H2 TYP 8 6.850 0.450 0.150 3.70
Lift 2 2.755 0.450 0.150 0.37
Secondry 1 1.770 0.450 0.150 0.12
Ded for col C2 -33 0.300 0.450 0.150 -0.67
Ded for col C1 -15 0.380 0.450 0.150 -0.38
Ded for col C2 -33 0.600 0.450 0.150 -1.34
Ded for col C1 -15 0.600 0.450 0.150 -0.61
Alround the bldg 1 157.500 0.750 0.150 17.72
Deductions
Ded for col C1 -8 0.600 0.750 0.150 -0.54
Ded for col C1 -11 0.300 0.750 0.150 -0.37
Ded for col C2 -11 0.380 0.750 0.150 -0.47
Under Flooring
96.92

For 1 Block 96.92
Say 97.00 Cum

under lintels
MD 2 4 0.300 0.225 0.150 0.08
D4 2 6 0.300 0.225 0.150 0.12
W3 2 31 0.300 0.225 0.150 0.63
V3 2 4 0.300 0.225 0.150 0.08
V5 2 4 0.300 0.225 0.150 0.08
JW1 2 1 0.300 0.225 0.150 0.02
JW2 2 1 0.300 0.225 0.150 0.02
D4 2 5 0.300 0.100 0.150 0.05
D5 2 1 0.300 0.100 0.150 0.01
D6 2 5 0.300 0.100 0.150 0.05
V3 2 2 0.300 0.100 0.150 0.02
Hold fasts
MD 6 4 0.230 0.225 0.150 0.19
D4 6 6 0.230 0.225 0.150 0.28
W3 4 31 0.230 0.225 0.150 0.96
V3 2 4 0.230 0.225 0.150 0.06
V5 2 4 0.230 0.225 0.150 0.06
JW1 4 1 0.230 0.225 0.150 0.03
JW2 4 1 0.230 0.225 0.150 0.03
D4 6 5 0.230 0.100 0.150 0.10
D5 6 1 0.230 0.100 0.150 0.02
D6 6 5 0.230 0.100 0.150 0.10
V3 2 2 0.230 0.100 0.150 0.01
3.01
For 1 Block 3.01
Say 4.00 Cum
7 PCC for Steps
Staircase 1 16 1.500 0.300 0.150 1.08
1.08
For 1 Block 1.08
Say 2.00 cum
8 sill slabs
W3 31 1.500 0.225 0.100 1.05
1.05
For 1 Block 1.05
Say 2.00 cum
9 Platforms & Lofts
a Platforms
Wash basin 1 1.500 0.600 0.90
Wash basin @dining 1 6.200 0.600 3.72
Serving Counter 1 4.000 0.600 2.40
7.02
For 1 Block 7.02
Say 8.00 Sqm
Lofts
Hostel Office & Warden 2 2.000 0.600 2.40
Rooms 2 2.450 0.600 2.94
Rooms 2 1.200 0.600 1.44
ledge 2 1.500 0.600 1.80
8.58

For 1 Block 8.58
Say 9.00 Sqm

Say 17.00 Sqm

Hostel Office & Warden 3 2 2.000 0.450 5.40
Rooms 3 2 2.450 0.450 6.62
Rooms 3 2 1.200 0.450 3.24
ledge 3 2 1.500 0.450 4.05
19.31
For 1 Block 19.31
Say 20.00 Sqm
i Foundation
Alround the bldg 1 157.500 0.315 0.600 29.77
Deductions
Ded for col C1 -8 0.600 0.315 0.600 -0.91
Ded for col C1 -11 0.300 0.315 0.600 -0.62
Ded for col C2 -11 0.380 0.315 0.600 -0.79
27.45
For 1 Block 27.45
Say 28.00 CUM
ii Basement
Alround the bldg 1 157.500 0.315 0.900 44.65
Deductions
Ded for col C1 -8 0.600 0.315 0.900 -1.36
Ded for col C1 -11 0.300 0.315 0.900 -0.94
Ded for col C2 -11 0.380 0.315 0.900 -1.19
41.17
For 1 Block 41.17
Say 42.00 CUM
11 VRCC M25 grade
Footings
F6 8 2.200 2.200 0.475 18.39
F7 1 2.400 2.400 0.550 3.17
F8 5 2.600 2.600 0.600 20.28
F9 3 2.800 2.800 0.600 14.11
F10 9 3.000 3.000 0.675 54.68
CF-1 3 5.300 2.800 0.600 26.71
CF-2 2 5.900 3.300 0.675 26.28
CF-3 1 5.500 3.000 0.600 9.90
CF-4 1 4.235 2.350 0.475 4.73
Raft-1 1 4.695 4.660 0.550 12.03
RF1 1 3.450 2.700 0.675 6.29
RF2 1 3.250 2.500 0.675 5.48
RF3 1 3.800 2.600 0.750 7.41
37 209.47
For 1 Block 209.47
Say 210.00 Cum
a Footings
F6 8 2.200 2.200 0.475 18.39
F7 1 2.400 2.400 0.550 3.17

F8 5 2.600 2.600 0.600 20.28
F9 3 2.800 2.800 0.600 14.11
F10 9 3.000 3.000 0.675 54.68
RF1 1 3.450 2.700 0.675 6.29
RF2 1 3.250 2.500 0.675 5.48
RF3 1 3.800 2.600 0.750 7.41
29 129.81
For 1 Block 129.81
Say 130.00 Cum
b Raft concrete
CF-1 3 5.300 2.800 0.600 26.71
CF-2 2 5.900 3.300 0.675 26.28
CF-3 1 5.500 3.000 0.600 9.90
CF-4 1 4.235 2.350 0.475 4.73
Raft-1 1 4.695 4.660 0.550 12.03
8 79.66
For 1 Block 79.66
Say 80.00 Cum
c Pedestals
C1 15 0.900 0.900 0.600 7.290
C2 33 0.900 0.900 0.600 16.038
23.33
For 1 Block 23.33
Say 24.00 Cum
d Plinth Beams
Horizontal
A1-A16 3 48.450 0.230 0.400 13.37
F2-F4 4 5.515 0.230 0.400 2.03
H2-H8 1 26.980 0.230 0.400 2.48
H13-H16 1 10.900 0.230 0.400 1.00
Secondry 1 0.540 0.230 0.400 0.05
Secondry 1 1.200 0.230 0.400 0.11
Projection 2 1.200 0.230 0.400 0.22
Vertical
A1-B1 TYP 12 6.850 0.230 0.400 7.56
D2-H2 TYP 10 6.850 0.230 0.400 6.30
Lift 2 2.755 0.230 0.400 0.51
C9-G9 2 6.350 0.230 0.400 1.17
Secondry 1 1.770 0.230 0.400 0.16
Ded for col C2 -33 0.300 0.230 0.400 -0.91
Ded for col C1 -15 0.380 0.230 0.400 -0.52
Ded for col C2 -33 0.600 0.230 0.400 -1.82
Ded for col C1 -15 0.600 0.230 0.400 -0.83
30.89
For 1 Block 30.89
Say 31.00 Cum
12 VRCC M25 grade
i Columns Upto GL
C1 15 0.300 0.600 1.275 3.443
C2 33 0.380 0.600 1.275 9.593
13.04
For 1 Block 13.04
Say 14.00 Cum
C1 15 0.300 0.600 0.900 2.430
C2 33 0.380 0.600 0.900 6.772

9.20
For 1 Block 9.20
Say 10.00 Cum
bottom
C1 15 0.300 0.600 2.850 7.695
C2 33 0.380 0.600 2.850 21.443
48 29.14
For 1 Block 29.14
Say 30.00 Cum

i Upto G.L 14.00
54.00
Say 54.00 Cum
b Lintels
MD 4 2.260 0.225 0.175 0.36
D4 6 1.510 0.225 0.175 0.36
W3 31 1.660 0.225 0.175 2.03
V3 4 1.660 0.225 0.175 0.26
V5 4 1.060 0.225 0.175 0.17
JW1 1 1.760 0.225 0.175 0.07
JW2 1 2.060 0.225 0.175 0.08
D4 5 1.510 0.100 0.175 0.13
D5 1 1.360 0.100 0.175 0.02
D6 5 1.260 0.100 0.175 0.11
V3 2 1.660 0.100 0.175 0.06
3.64
For 1 Block 3.64
Say 4.00 Cum
c) 225mm thick Side walls

lift 2 9.860 1.500 29.58
29.58
For 1 Block 29.58
Say 30.00 Sqm
13 VRCC M25 grade

a Roof Beams
Horizontal
A1-A16 3 48.450 0.230 0.450 15.04
F2-F4 4 5.515 0.230 0.450 2.28
H2-H8 1 26.980 0.230 0.450 2.79
H13-H16 1 10.900 0.230 0.450 1.13
Secondry 1 0.540 0.230 0.300 0.04
Secondry 1 1.200 0.230 0.300 0.08
Projection 2 1.200 0.230 0.450 0.25
Vertical
A1-B1 TYP 12 6.850 0.230 0.450 8.51
D2-H2 TYP 10 6.850 0.230 0.450 7.09
Lift 2 2.755 0.230 0.450 0.57
C9-G9 2 6.350 0.230 0.450 1.31
Secondry 1 1.770 0.230 0.300 0.12
Ded for col C2 -33 0.300 0.230 0.450 -1.02

Ded for col C1 -15 0.380 0.230 0.450 -0.59
Ded for col C2 -33 0.600 0.230 0.450 -2.05
Ded for col C1 -15 0.600 0.230 0.450 -0.93
34.62
For 1 Block 34.62
Say 35.00 Cum
b Roof slab
B1-B16 X B1-C1 1 48.450 2.000 96.900
offset at Lift 1 5.835 0.500 2.918
99.82
For 1 Block 99.82
Say 100.00 Sqm

A1-A8 X A1-H1 1 27.380 15.700 429.866
Balcony Projection 1 9.050 1.200 10.860
A13-A16 X A13-H13 1 10.900 15.700 171.130
A8-A13 X A8-C8 1 10.170 9.080 92.344
C9-C12 X C9-G9 1 6.120 5.515 33.752
Roof Level Midlanding 2 1.575 1.500 4.725
Deduct duct -1 1.770 0.570 -1.009
Deduct duct -1 1.670 0.540 -0.902
Deduct duct -1 1.200 1.200 -1.440
Deduct duct -1 1.800 2.000 -3.600
Deduct Lift -2 2.220 2.270 -10.079
Deduct staire case -2 5.070 3.390 -34.375
Deduct 125 slab -99.818
591.45
For 1 Block 591.45
Say 592.00 Sqm
Mid landing 2 3 1.500 1.575 14.175
34.99
For 1 Block 34.99
Say 35.00 Sqm
14 Sunshades
W3 31 1.500 46.50
46.50
For 1 Block 46.50
Say 47.00 RM

Horizontals
Dining to Study 2 27.350 0.225 2.400 29.54
Deduction of Columns -12 0.300 0.225 2.400 -1.94
Visitor Room to Toilet Block 1 21.200 0.225 2.400 11.45
Toilet Block 1 2.000 0.225 2.400 1.08
Recreation to Indoor 2 21.600 0.225 2.400 23.33
Room to Room 2 10.900 0.225 2.400 11.77

Staircsae 4 5.550 0.225 2.400 11.99
deduct Opening -2 1.500 0.225 2.400 -1.62
Lift 2 2.650 0.225 2.400 2.86
Vertical
Dining wall 3 6.850 0.225 2.400 11.10
Recreation 6 6.850 0.225 2.400 22.19
Staircsae to Lift 2 6.350 0.225 2.400 6.86
Lift 2 2.700 0.225 2.400 2.92
Rooms External Offset wall 2 1.750 0.225 2.400 1.89
Under Railling
corridor 2 2.000 0.225 0.900 0.81
corridor 2 2.300 0.225 0.900 0.93
Deductions
MD -4 1.800 0.225 2.100 -3.40
D4 -6 1.050 0.225 2.100 -2.98
W3 -31 1.200 0.225 1.300 -10.88
V3 -4 1.200 0.225 0.500 -0.54
V5 -4 0.600 0.225 0.500 -0.27
JW1 -1 1.300 0.225 0.500 -0.15
JW2 -1 1.600 0.225 0.500 -0.18
Lintels
MD -4 2.260 0.225 0.175 -0.36
D4 -6 1.510 0.225 0.175 -0.36
W3 -31 1.660 0.225 0.175 -2.03
V3 -4 1.660 0.225 0.175 -0.26
V5 -4 1.060 0.225 0.175 -0.17
JW1 -1 1.760 0.225 0.175 -0.07
JW2 -1 2.060 0.225 0.175 -0.08
102.26
For 1 Block 102.26
Say 103.00 Cum

Horizontal
Warden Room H 1 3.700 2.850 10.55
Hostel office H 2 3.900 2.850 22.23
Toilet Block 1 3.000 2.850 8.55
Wcs 2 1.500 2.100 6.30
Attached Toilet 1 1.500 2.850 4.28
Electrical room to Study 1 7.900 2.850 22.52
Anti Room 1 1.500 2.850 4.28
Electrical room H 1 2.400 2.850 6.84
Vertical
Dining 8 6.450 2.850 147.06
Deduction Rooms External Offset wall
in 230mm -2 1.750 2.400 -8.40
Wcs 1 2.950 2.100 6.20
Indoor 3 6.450 2.850 55.15
Window fins 31 2 0.600 1.200 44.64

Cupboard Walls 2 4 0.600 2.100 10.08
Flowerbed 1 1 5.000 0.900 4.50
planter 1 1 6.000 0.500 3.00
Deductions
D4 -5 1.050 2.100 -11.03
D5 -1 0.900 2.100 -1.89
D6 -5 0.800 2.100 -8.40
V3 -2 1.200 0.500 -1.20
Lintels
D4 -5 1.510 0.175 -1.32
D5 -1 1.360 0.175 -0.24
D6 -5 1.260 0.175 -1.10
V3 -2 1.660 0.175 -0.58
321.99
For 1 Block 321.99
Say 322.00 sqm
17 TMT STEEL
150mm thick RCC Retaining wall 70.00 100.000 0.15 Kgs/Cum 1050.00
level 100.0 80.000 0.125 Kgs/Sqm 1000.00
150mm thick Roof slab up to 3.30mt ht 592.00 80.000 0.150 Kgs/Sqm 7104.00
Shelves 20.00 0.025 80.000 Kgs/Cum 40.00
59018.00
For 2 Blocks Say 59.00 MT
18 Mild Steel
RBM 322 2.000 Kgs/Sqm 644.00
656.00
670.00
Say 670.00 Sqm

Hostel Office 1 14.400 2.850 41.04
Visitors room 1 13.900 2.850 39.62

Warden Room 1 14.700 2.850 41.90
Electrical Room 1 12.800 2.850 36.48
Study Room 1 20.700 2.850 59.00
Study Room 1 24.000 2.850 68.40
Recreation Room 1 33.600 2.850 95.76
indoor games 1 33.600 2.850 95.76
Dining 1 55.000 2.850 156.75
Room typ 2 21.200 2.850 120.84
Antee Room typ 2 7.800 2.850 44.46
corridor
Waiting 1 17.100 2.850 48.74
2.0 m wide corridor 1 92.100 2.850 262.49
in front of Lift 2 5.000 2.850 28.50
under stair case 2 15.600 2.850 88.92
In front of toilets 1 3.800 2.850 10.83
In front warden room offset 1 9.200 2.850 26.22
Staircase 2 1 14.200 2.850 40.47
at lift 2 2.500 2.850 14.25
Toilet Arae
attached Toilet in warden Room 1 6.900 2.850 19.67
Anti Room 2 7.800 2.850 44.46
Toilets
wash area 1 9.000 2.850 25.65
in front of Wcs 1 5.900 2.100 12.39
Deductions
MD -3 1.800 2.100 -11.34
D4 -11 1.050 2.100 -24.26
D5 -1 0.900 2.100 -1.89
D6 -5 0.800 2.100 -8.40
V3 -4 1.200 0.500 -2.40
Toilets -90.27
1068.53
For 1 Block 1068.53
Say 1069.00 Sqm
i Basement plastering
All round the Building 1 157.500 0.900 141.75
141.75
For 1 Block 141.75
Say 142.00 Sqm
ii Superstructure
All round the Building 1 157.500 3.000 472.50
Deductions
MD -1 1.800 2.100 -3.78
W3 -31 1.200 1.300 -48.36
V5 -4 0.600 0.500 -1.20
JW1 -1 1.300 1.300 -1.69
JW2 -1 1.600 1.300 -2.08
415.39
For 1 Block 415.39
Say 416.00 Sqm
22 RCM Drop

Portico 3 Sides 1 10.200 0.300 3.06
3.06
For 1 Block 3.06
Say 4.00 Sqm
Flooring
Anti Room 2 2.400 1.500 7.20
Toilets
wash area 1 3.000 1.500 4.50
in front of Wcs 1 2.950 1.400 4.13
WCs 2 1.500 1.250 3.75
22.51
For 1 Block 22.51
Say 23.00 Sqm

a) Vitrified Tile Flooring in Rooms
Hostel Office 1 3.900 3.300 12.87
Visitors room 1 3.900 3.050 11.90
Warden Room 1 3.700 3.650 13.51
ded ele Shaft -1 0.500 1.100 -0.55
Study Room 1 6.450 3.900 25.16
Study Room 1 5.650 6.350 35.88
Recreation Room 1 10.500 6.300 66.15
indoor games 1 10.500 6.300 66.15
Dining 1 21.200 6.300 133.56
Room typ 2 4.300 6.300 54.18
Antee Room typ 2 1.500 2.400 7.20
435.98
For 1 Block 435.98
Say 436.00 Sqm
b) Flooring with Vitrified Tiles in

Corridors
Waiting 1 6.350 4.400 27.94
2.0 m wide corridor 1 46.250 2.000 92.50
in front of Lift 2 2.650 2.500 13.25
under stair case 2 5.100 3.450 35.19
179.96
For 1 Block 179.96
Say 180.00 Sqm
25 Polished Granite Flooring
Entrance landing at Main Door 1 4.100 1.800 7.38
Stair case Midlanding 6 1.500 1.575 14.18
21.56
For 1 Block 21.56
Say 22.00 Sqm

8.00

Say 8.00 Sqm
W3 31 1.500 0.225 10.46
10.46
For 1 Block 10.46
Say 11.00 Sqm
28 Granolithic concrete
Lift 2 2.250 2.300 10.35
For 1 Block 10.35
Say 11.00 Sqm
29 Chequered tiles
Ramp at entrance 1 5.518 1.500 8.28
8.28
For 1 Block 8.28
Say 9.00 Sqm

a Treads
Entrance Steps 2 1 4.200 0.300 2.52
Staircase 2 16 1.500 0.300 14.40
16.92
For 1 Block 16.92
Say 17.00 Sqm
b Risers
Entrance Steps 2 1 4.200 0.150 1.26
Staircase 2 20 1.500 0.150 9.00
10.26
For 1 Block 10.26
Say 11.00 Sqm
Skirting
Hostel Office 1 14.400 14.40
Visitors room 1 13.900 13.90
Warden Room 1 14.700 14.70
Study Room 1 20.700 20.70
Study Room 1 24.000 24.00
Recreation Room 1 33.600 33.60
indoor games 1 33.600 33.60
Dining 1 55.000 55.00
Room typ 2 21.200 42.40
Antee Room typ 2 7.800 15.60
280.70
For 1 Block 280.70
Say 281.00 Rmt

Staircase 2 1 14.200 28.40
28.40
For 1 Block 28.40
Say 29.00 Rmt

at lift 1 2.500 2.850 7.13
Deductions

Lift Door -1 1.000 2.100 -2.10
5.03
For 1 Block 5.03
Say 6.00 Sqm

Anti Room 2 0.000 2.850 0.00
Toilets
wash area 1 8.400 2.850 23.94
in front of Wcs 1 5.900 2.850 16.82
WCs 2 8.700 2.100 36.54
Deductions
D6 -5 0.800 2.100 -8.40
90.27
For 1 Block 90.27
Say 91.00 Sqm
Waiting 1 17.100 1.500 25.65
2.0 m wide corridor 1 92.100 1.500 138.15
in front of Lift 2 5.000 1.500 15.00
under stair case 2 15.600 1.500 46.80
Deductions
M.D -4 1.800 1.500 -10.80
D4 -11 1.050 1.500 -17.33
D5 -1 0.900 1.500 -1.35
Corridor Opening -2 2.000 0.600 -2.40
210.47
For 1 Block 210.47
Say 211.00 Sqm
1 157.5 1.000 157.50
157.50
For 1 Block 157.50
Say 158.00 Sqm
37 Railing
Staircase 2 6.800 0.900 12.24
Entrance 1 3.600 0.900 3.24
corridor 2 2.000 0.300 1.20
corridor 2 2.300 0.300 1.38
18.06
For 1 Block 18.06
Say 19.00 Sqm
38 Grip bar
all round stair case 1 2 14.000 28.00
28.00
For 1 Block 28.00
Say 28.00 Rmt
39 JALI WALL
JW1 1 1.300 1.300 1.69

JW2 1 1.600 1.300 2.08
3.77
For 1 Block 3.77
Say 4.00 Sqm
40 False ceiling
Warden 1 3.700 3.650 13.51
Hostel office 1 3.900 3.300 12.87
Study Hall 1 6.450 3.900 25.16
Study Hall 1 5.650 6.350 35.88
87.41
For 1 Block 87.41
Say 88.00 Sqm

670.00
Say 670.00 Sqm
42 Wall putty
1069.00
Say 1069.00 Sqm

plastering

0.00
Say 0.00 Sqm

faces of walls
1069.00
Say 1069.00 Sqm

plastering
558.00
Say 558.00 Sqm

D4 0.75 11 1.050 2.100 18.19
D5 0.75 1 0.900 2.100 1.42
19.61
For 1 Block 19.61
Say 20.00 Sqm

53.16 Sqm
Say 54.00 Sqm
MD 2.25 4 1.800 2.100 34.02

34.02
For 1 Block 34.02
Say 35.00 Sqm
47 S&F of Doors
Main Door
MD (1.80 x 2.10 M) 4 1.800 2.100 15.12
For 1 Block 15.12
Say 15.12 Sqm
D4 (1.05 X 2.10) 11 1.050 2.100 24.26

For 1 Block 24.26
Say 24.26 Sqm
D5 (0.90 X 2.10) 1 0.900 2.100 1.89

For 1 Block 1.89
Say 1.89 Sqm
D6 frame
D6 frame 5 5.000 25.00
25.00
For 1 Block 25.00
Say 25.00 RMT
D6(0.80 X 2.10) - shutter 5 0.800 2.100 8.40

For 1 Block 8.40
Say 8.40 sqm
48 Windows
W3 31 1.200 1.300 48.36
For 1 Block 48.36
49 Ventilators
V3 6 1.200 0.500 3.60
V5 4 0.600 0.500 1.20
4.80
For 1 Block 4.80
4.80 Sqm
50
W3 31 1.200 1.300 48.36
Ventilators
V3 6 1.200 0.500 3.60
V5 4 0.600 0.500 1.20
53.16
For 1 Block 53.16
Say 53.16 Sqm
797.40 Kgs
51 Cupboards
Hostel Office & Warden 2 2.000 2.100 8.40
Rooms 2 2.450 2.100 10.29
Rooms 2 1.200 2.100 5.04
ledge 2 1.500 2.100 6.30

30.03
For 1 Block 30.03
Say 31.00 Sqm

All round the Building 109.30 3.00 0.00
Portico columns 2.40 2.55 0.00
Deductions 1
W1 2 1.50 1.20 3.60
MD 2.00 2.10 0.00
-25 3.60
For 1 Block -1 3.60
Say 4.00 Sqm

Detailed Estimate for Proposed Junior Girls Hostel - Typical Floor (1st & 2nd Floors)

under lintels
W3 2 30 0.300 0.225 0.150 0.61
JW1 2 6 0.300 0.225 0.150 0.12
JW2 2 2 0.300 0.225 0.150 0.04
V3 2 6 0.300 0.225 0.150 0.12
V5 2 14 0.300 0.225 0.150 0.28
D4 2 13 0.300 0.225 0.150 0.26
D5 2 1 0.300 0.225 0.150 0.02
D6 2 28 0.300 0.100 0.150 0.25
V3 2 6 0.300 0.100 0.150 0.05
Hold fasts
W3 4 30 0.230 0.225 0.150 0.93
JW1 4 6 0.230 0.225 0.150 0.19
JW2 4 2 0.230 0.225 0.150 0.06
V3 2 6 0.230 0.225 0.150 0.09
V5 2 14 0.230 0.225 0.150 0.22
D4 6 13 0.230 0.225 0.150 0.61
D5 6 1 0.230 0.225 0.150 0.05
D6 6 28 0.230 0.100 0.150 0.58
V3 2 6 0.230 0.100 0.150 0.04
4.53
For 2 Blocks 9.05
Say 10.00 Cum
2 PCC for Steps
Staircase 1 16 1.500 0.300 0.150 1.08
1.08
For 2 Blocks 2.16
Say 3.00 cum
3 sill slabs
W3 30 1.500 0.225 0.100 1.01
1.01
For 2 Blocks 2.03
Say 3.00 cum
4 Platforms & Lofts
a Platforms
Wash basin 2 3.000 0.600 3.60
3.60
For 2 Blocks 7.20
Say 8.00 Sqm
Lofts
Rooms CB 12 3.600 0.600 25.92
Ledge 12 1.500 0.600 10.80
36.72
For 2 Blocks 73.44
Say 74.00 Sqm

Say 82.00 Sqm

Rooms CB 3 12 3.600 0.450 58.32
APMSIDC-MTM DET-JR.BOYS HOSTEL- FF SF 1516 OF 3032

Ledge 3 12 1.500 0.450 24.30
82.62
For 2 Blocks 165.24
Say 166.00 Sqm
5 VRCC M25 grade

a Columns

C1 15 0.300 0.600 2.850 7.70
C2 33 0.380 0.600 2.850 21.44
48 29.14
For 2 Blocks 58.28
Say 59.00 Cum
b Lintels
W3 30 1.660 0.225 0.175 1.96
JW1 6 1.760 0.225 0.175 0.42
JW2 2 2.060 0.225 0.175 0.16
V3 6 1.660 0.225 0.175 0.39
V5 14 1.060 0.225 0.175 0.58
D4 13 1.510 0.225 0.175 0.77
D5 1 1.360 0.225 0.175 0.05
D6 28 1.260 0.100 0.175 0.62
V3 6 1.660 0.100 0.175 0.17
5.13
For 2 Blocks 10.27
Say 11.00 Cum
6 VRCC M25 grade
a Roof Beams
Horizontal
A1-A16 3 48.450 0.230 0.450 15.04
F2-F4 4 5.515 0.230 0.450 2.28
H2-H8 1 26.980 0.230 0.450 2.79
H13-H16 1 10.900 0.230 0.450 1.13
Secondry 1 0.540 0.230 0.300 0.04
Secondry 1 1.200 0.230 0.300 0.08
Projection 2 1.200 0.230 0.450 0.25
Vertical
A1-B1 TYP 12 6.850 0.230 0.450 8.51
D2-H2 TYP 10 6.850 0.230 0.450 7.09
Lift 2 2.755 0.230 0.450 0.57
C9-G9 2 6.350 0.230 0.450 1.31
Secondry 1 1.770 0.230 0.300 0.12
Ded for col C2 -33 0.300 0.230 0.450 -1.02
Ded for col C1 -15 0.380 0.230 0.450 -0.59
Ded for col C2 -33 0.600 0.230 0.450 -2.05
Ded for col C1 -15 0.600 0.230 0.450 -0.93
34.62
For 2 Blocks 69.25
Say 70.00 Cum
b Roof slab
B1-B16 X B1-C1 1 48.450 2.000 96.900
offset at Lift 1 5.835 0.500 2.918
99.82

For 2 Blocks 199.64
Say 200.00 Sqm

A1-A8 X A1-H1 1 27.380 15.700 429.866
Balcony Projection 1 9.050 1.200 10.860
A13-A16 X A13-H13 1 10.900 15.700 171.130
A8-A13 X A8-C8 1 10.170 9.080 92.344
C9-C12 X C9-G9 1 6.120 5.515 33.752
Roof Level Midlanding 2 1.575 1.500 4.725
Deduct duct -1 1.770 0.570 -1.009
Deduct duct -1 1.670 0.540 -0.902
Deduct duct -6 1.200 1.200 -8.640
Deduct duct -1 1.800 2.000 -3.600
Deduct Lift -2 2.220 2.270 -10.079
Deduct staire case -2 5.070 3.390 -34.375
Deduct Extra Portion -1 4.550 2.950 -13.423
Deduct 125 slab -99.818
670.65
Say 1342.00 Sqm

Mid landing 2 3 1.500 1.575 14.175
34.99
For 2 Blocks 69.99
Say 70.00 Sqm
7 Sunshades
W3 19 1.500 28.50
28.50
For 2 Blocks 57.00
Say 57.00 RM

room to room typ 2 37.950 0.225 2.400 40.99
deduct columns -14 0.300 0.225 2.400 -2.27
Toilet Block 2 6.050 0.225 2.400 6.53
deduct columns -4 0.300 0.225 2.400 -0.65
room to room typ 2 10.900 0.225 2.400 11.77
deduct columns -6 0.300 0.225 2.400 -0.97
Staircsae 2 5.550 0.225 2.400 5.99
deduct Opening -2 1.500 0.225 2.400 -1.62
Lift 2 2.650 0.225 2.400 2.86
Balcony 2 1.200 0.225 2.400 1.30
room to room typ 2 21.600 0.225 2.400 23.33
deduct columns -10 0.300 0.225 2.400 -1.62
Vertical
room to room typ 12 6.850 0.225 2.400 44.39
Rooms External Offset wall 12 1.750 0.225 2.400 11.34
Staircase 3 6.350 0.225 2.400 0.00
Lift 2 2.700 0.225 2.400 2.92

Under Railling
corridor 1 2.000 0.225 0.300 0.14
corridor 2 2.300 0.225 0.300 0.31
corridor 1 4.550 0.225 0.300 0.31
corridor 1 8.650 0.225 0.300 0.58
Deductions
W3 -30 1.200 0.225 1.300 -10.53
JW1 -6 1.300 0.225 1.300 -2.28
JW2 -2 1.600 0.225 1.300 -0.94
V3 -6 1.200 0.225 0.500 -0.81
V5 -14 0.600 0.225 0.500 -0.95
D4 -13 1.050 0.225 2.100 -6.45
D5 -1 0.900 0.225 2.100 -0.43
Lintels
W3 -30 1.660 0.225 0.175 -1.96
JW1 -6 1.760 0.225 0.175 -0.42
JW2 -2 2.060 0.225 0.175 -0.16
V3 -6 1.660 0.225 0.175 -0.39
V5 -14 1.060 0.225 0.175 -0.58
D4 -13 1.510 0.225 0.175 -0.77
D5 -1 1.360 0.225 0.175 -0.05
107.24
For 2 Blocks 214.48
Say 215.00 Cum

Horizontals
Anti Room 6 1.500 2.850 25.65
Toilet Block 2 4.350 2.100 18.27
Toilet Block 2 5.640 2.100 23.69
Vertical
Room 12 6.850 2.400 197.28
Deduction of Columns -24 0.600 2.400 -34.56
Deduction Rooms External Offset wall in
230mm -12 1.750 2.400 -50.40
Wcs 14 1.500 2.100 44.10
platfarm walls 2 0.600 0.900 1.08
cupboard wall sides 72 0.500 2.850 102.60
Deductions
D6 -28 0.800 2.100 -47.04
V3 -6 1.200 0.500 -3.60
Lintels
D6 -28 1.260 0.175 -6.17
V3 -6 1.660 0.175 -1.74
269.15
For 2 Blocks 538.30
Say 539.00 sqm
10 TMT STEEL
level 200.0 80.000 0.125 Kgs/Sqm 2000.00
level 1342.00 80.000 0.150 Kgs/Sqm 16104.00
Lintels 11.00 80.000 Kgs/Cum 880.00
Shelves 166.00 0.025 80.000 Kgs/Cum 332.00
53145.00
Say 53.10 MT
11 Mild Steel
RBM 539 2.000 Kgs/Sqm 1078.00
1078.00
Say 1.08 MT

Qty Same polished Waist slab 34.99
1192.99
Say 1193.00 Sqm

Rooms typ 12 21.200 2.850 725.04
Ante Room typ 12 7.800 2.850 266.76

Corridor
2.0 m wide corridor 1 83.200 2.850 237.12
in front of Lift 2 5.000 2.850 28.50
in front of stair case 2 1.775 2.850 10.12
Drying Balcony 1 16.200 2.850 46.17
Drying Balcony 1 13.850 2.850 39.47
Staircase 2 14.200 2.850 80.94
at lift 2 2.500 2.850 14.25
Toilet Block
wash area 1 7.400 2.850 21.09
Toilet Block Entrance 1 6.400 2.850 18.24
in front of urinals 1 13.300 2.850 37.91
b/w Wcs 1 8.700 2.850 24.80
SH 1 6.000 2.850 17.10
SH 3 5.100 2.850 43.61
WCs 1 6.000 2.850 17.10
WCs 3 5.100 2.850 43.61
Corridor Opening 1 2.000 0.900 1.80
Deductions
D4 -13 1.050 2.100 -28.67
D5 -1 0.900 2.100 -1.89
D6 -28 0.800 2.100 -47.04
V5 -14 0.600 0.500 -4.20
Toilets -115.71
1395.45
Say 2791.00 Sqm
Deductions
W3 -30 1.200 1.300 -46.80
V5 -14 0.600 0.500 -4.20
JW1 -6 1.300 1.300 -10.14
JW2 -2 1.600 1.300 -4.16
458.35
For 2 Blocks 916.70
Say 917.00 Sqm
15 Impervious coat at Portico
above portico 1 4.251 1.800 7.65
Near dring yard 1 4.550 2.950 13.42
21.07
For 2 Blocks 42.15
Say 43.00 Sqm

bottom
Toilet block 2 5.650 6.450 72.89
sides
Toilet block 2 24.200 0.300 14.52
87.41
For 2 Blocks 174.81
Say 175.00 Sqm

Flooring
wash area 1 1 4.550 3.700 16.84
Toilet Block Entrance 2 1 3.200 1.300 8.32
in front of urinals 2 1 4.850 1.800 17.46
b/w Wcs 2 1 4.350 1.500 13.05
SH 2 1 1.500 1.500 4.50
SH 2 3 1.050 1.500 9.45
WCs 2 1 1.500 1.500 4.50
WCs 2 3 1.500 1.050 9.45
83.57
For 2 Blocks 167.13
Say 168.00 Sqm

Rooms typ 12 6.300 4.300 325.08
Ante Room typ 12 1.500 2.400 43.20
368.28
For 2 Blocks 736.56
Say 737.00 Sqm
b) Flooring in Corridors
2.0 m wide corridor 1 40.600 2.000 81.20
in front of Lift 2 2.650 2.500 13.25
Drying Balcony 1 6.850 2.500 17.13
Drying Balcony 1 6.150 1.550 9.53
126.43
For 2 Blocks 252.87
Say 253.00 Sqm

Midlanding 6 1.500 1.575 14.18
14.18
For 2 Blocks 28.35
Say 29.00 Sqm

8.00
Say 8.00 Sqm
W3 30 1.500 0.225 10.13
10.13
For 2 Blocks 20.25
Say 21.00 Sqm

a Treads
Staircase 2 16 1.500 0.300 14.40
14.40
For 2 Blocks 28.80
Say 29.00 Sqm
b Risers

Staircase 2 20 1.500 0.150 9.00
9.00
For 2 Blocks 18.00
Say 18.00 Sqm

Skirting
Rooms typ 12 21.200 254.40
Ante Room typ 12 7.800 93.60
cupboard wall sides 72 0.500 36.00
384.00
For 2 Blocks 768.00
Say 768.00 Rmt

Staircase 2 14.200 28.40
28.40
For 2 Blocks 56.80
Say 57.00 Rmt

at lift 2 2.500 2.850 14.25
Deductions
Lift Door -2 1.000 2.100 -4.20
10.05
For 2 Blocks 20.10
Say 21.00 Sqm
wash area 1 7.400 2.100 15.54
Toilet Block Entrance 1 6.400 2.100 13.44
in front of urinals 1 13.300 2.100 27.93
b/w Wcs 1 8.700 2.100 18.27
SH 1 6.000 2.100 12.60
SH 3 5.100 2.100 32.13
WCs 1 6.000 2.100 12.60
WCs 3 5.100 2.100 32.13
Deductions
D5 -1 0.900 2.100 -1.89
D6 -28 0.800 2.100 -47.04
115.71
For 2 Blocks 231.42
Say 232.00 Sqm
2.0 m wide corridor 1 83.200 1.500 124.80
in front of Lift 2 5.000 1.500 15.00
Drying Balcony 1 16.200 1.500 24.30
Drying Balcony 1 13.850 1.500 20.78
Deductions
D4 -13 1.050 1.500 -20.48
D5 -1 0.900 1.500 -1.35
156.26
For 2 Blocks 312.51
Say 313.00 Sqm

Toilet block 2 1 5.650 6.450 0.300 21.87
Deudct Duct 2 -1 1.600 0.600 0.300 -0.58
21.29
For 2 Blocks 42.58
Say 43.00 cum

29 Railing
Staircase 2 6.800 0.900 12.24
corridor 1 2.000 0.300 0.60
corridor 2 2.300 0.300 1.38
corridor 1 4.550 0.300 1.37
corridor 1 9.050 0.300 2.72
18.30
For 2 Blocks 36.60
Say 37.00 Sqm
30 Grip bar
28.00
For 2 Blocks 56.00
Say 56.00 Rmt
31 JALI WALL
JW1 6 1.300 1.300 10.14
JW2 2 1.600 1.300 4.16
14.30
For 2 Blocks 28.60
Say 29.00 Sqm
1193.00
Say 1193.00 Sqm
33 Wall putty
2791.00
Say 2791.00 Sqm

0.00
Say 0.00 Sqm
of walls
2791.00
Say 2791.00 Sqm

917.00
Say 917.00 Sqm

D4 0.75 13 1.050 2.100 28.67
D5 0.75 1 0.900 2.100 1.42
30.08
For 2 Blocks 60.17
Say 61.00 Sqm

58.20 Sqm
Say 59.00 Sqm
S&F of Doors
39 Rooms & Toilet entry
D4 (1.05 X 2.10) 13 1.050 2.100 28.67
For 2 Blocks 57.33
Say 57.33 Sqm
D5(0.9X 2.10) 1 0.900 2.100 1.89

For 2 Blocks 3.78
Say 3.78 Sqm
40 D6(0.8X 2.10) - Frame

28 5.000 140.00
For 2 Blocks 280.00
280.00
Say 280.00 RM
41 D6(0.8X 2.10) - shutter 28 0.800 2.100 47.04

For 2 Blocks 94.08
Say 94.08 Sqm
42 Windows
W3 30 1.200 1.300 46.80
For 2 Blocks 93.60
43 Ventilators
V3 12 1.200 0.500 7.20
V5 14 0.600 0.500 4.20
11.40
For 2 Blocks 22.80
22.80 Sqm

W3 30 1.200 1.300 46.80
Ventilators
V3 12 1.200 0.500 7.20
V5 14 0.600 0.500 4.20
58.20
For 2 Blocks 116.40
Say 116.40 Sqm
1746.00 Kgs
45 Cupboards
Rooms 12 3.600 2.100 90.72
Ledge 12 1.500 2.100 37.80
128.52
For 2 Blocks 257.04

Say 258.00 Sqm

Deductions
W1 -30 1.500 1.20 -54.00
V1 -14 0.600 0.50 -4.20
334.47
For 2 Blocks 668.94
Say 669.00 Sqm

DETAILED ESTIMATE for Proposed Juniors Girls Hostel - Third Floor
Bed blocks under lintels
W3 2 15 0.300 0.225 0.150 0.30
JW1 2 3 0.300 0.225 0.150 0.06
JW2 2 1 0.300 0.225 0.150 0.02
V5 2 7 0.300 0.225 0.150 0.14
D4 2 6 0.300 0.225 0.150 0.12
D5 2 1 0.300 0.225 0.150 0.02
D6 2 14 0.300 0.100 0.150 0.13
V3 2 6 0.300 0.100 0.150 0.05
Hold fast
W3 4 15 0.230 0.225 0.150 0.47
JW1 4 3 0.230 0.225 0.150 0.09
JW2 4 1 0.230 0.225 0.150 0.03
V5 2 7 0.230 0.225 0.150 0.11
D4 6 6 0.230 0.225 0.150 0.28
D5 6 1 0.230 0.225 0.150 0.05
D6 6 14 0.230 0.225 0.150 0.65
V3 4 6 0.230 0.225 0.150 0.19
2.71
For 2 Blocks 5.42
Say 6.00 Cum
2 PCC for Steps
Staircase 0.5 16 1.500 0.300 0.150 0.54
0.54
For 2 Blocks 1.08
Say 2.00 cum
3 Sill slabs
W3 15 1.500 0.225 0.100 0.51
0.51
For 2 Blocks 1.01
Say 2.00 cum
4 Platforms & Lofts
a Platforms
Wash basin 1 3.600 0.600 2.16
2.16
For 2 Blocks 4.32
Say 5.00 Sqm
Loft
Rooms cb 6 3.600 0.600 12.96
ledge 6 1.500 0.600 5.40
18.36
For 2 Blocks 36.72
Say 37.00 Sqm

Say 42.00 Sqm
b Racks
Rooms cb 3 6 3.600 0.450 29.16
ledge 3 6 1.500 0.450 12.15
41.31
For 2 Blocks 82.62
APMSIDC-MTM DET-JR.BOYS HOSTEL-TF 1531 OF 3032

Say 83.00 Sqm
5 VRCC M25 grade

a Columns
Columns P.B Top to Roof slab bottom
C1 10 0.300 0.450 2.850 3.85
C2 16 0.300 0.600 2.850 8.21
12.06
For 2 Blocks 24.11
Say 25.00 Cum
b Lintels
W3 15 1.660 0.225 0.175 0.98
JW1 3 1.760 0.225 0.175 0.21
JW2 1 2.060 0.225 0.175 0.08
V5 7 1.060 0.225 0.175 0.29
D4 6 1.510 0.110 0.175 0.17
D5 1 1.360 0.110 0.175 0.03
D6 14 1.260 0.110 0.175 0.34
V3 6 1.660 0.110 0.175 0.19
2.29
For 2 Blocks 4.59
Say 5.00 Cum
6 VRCC M25 grade
a Roof Beams
Horizontal
A1-K1 typ 2 3.090 0.230 0.380 0.54
C3'-I3' 1 14.900 0.230 0.380 1.30
A4-D4 typ 3 10.900 0.230 0.380 2.86
E3-H3 typ 2 5.500 0.230 0.380 0.96
Add qty of beam diff b/w 450-530 beam 7 5.080 0.230 0.080 0.65
Vertical
A1-A2 TYP 14 6.700 0.230 0.380 8.20
A2'-A41 TYP 5 3.600 0.230 0.325 1.35
E3-E6 2 6.350 0.230 0.325 0.95
F3-F5 1 2.730 0.230 0.325 0.20
Ded for col C1 -12 0.300 0.230 0.380 -0.31
Ded for col C2 -20 0.300 0.230 0.300 -0.41
Ded for col C1 -12 0.450 0.230 0.380 -0.47
Ded for col C2 -20 0.600 0.230 0.300 -0.83
14.98
For 2 Blocks 29.97
Say 30.00 Cum
b Roof slab
A2'-C2-A2'-A4' 1 6.700 3.600 24.12
C2'-J2' XC2'-C3' 1 1 21.000 2.000 42.00
F1'-F1 X F1'-F2' TYP 1 3 1.300 4.940 19.27
E3-H3 X E3-E6 1 5.500 6.350 34.93
staire case -1 1 5.040 3.390 -17.09
LIFT -1 1 2.220 2.270 -5.04
98.19
For 2 Blocks 196.37
Say 197.00 Sqm


A1-k1 X A1-A2 1 31.900 6.750 215.33
A4-D4 X A4-A8 typ 1 10.900 6.850 74.67
Deduct F1'-F1 X F1'-F2' TYP 1 -3 1.300 4.940 -19.27
Deduct duct C1-D1X C1-C1' 1 -1 4.620 2.950 -13.63
257.10
For 2 Blocks 514.19
Say 515.00 Sqm

Mid landing 1 3 1.500 1.500 6.75
15.24
For 2 Blocks 30.48
Say 31.00 Sqm
7 Sunshades
W3 15 1.500 22.50
22.50
For 2 Blocks 45.00
Say 45.00 Rmt

All Round the Building 1 1 121.700 0.225 2.470 67.63
Drying yard V 2 1 3.600 0.225 2.850 4.62
room V 1 1 6.700 0.225 2.470 3.72
lift l shape 1 1 4.550 0.225 2.550 2.61
Stair case H 1 1 3.800 0.225 2.550 2.18
toilet duct L shape 1 1 2.300 0.225 2.850 1.47
F.H.C Duct L shape 1 1 1.550 0.225 2.850 0.99
Ded for col C1 -6 0.300 0.225 2.550 -1.03
Ded for col C2 -11 0.300 0.225 2.550 -1.89
Ded for col C1 -6 0.450 0.225 2.550 -1.55
Ded for col C2 -11 0.600 0.225 2.550 -3.79
Deductions
W3 -15 1.200 0.225 2.100 -8.51
JW1 -3 1.300 0.225 1.300 -1.14
JW2 -1 1.600 0.225 1.300 -0.47
V5 -7 0.600 0.225 0.500 -0.47
Lintels
W3 -15 1.660 0.225 0.175 -0.98
JW1 -3 1.760 0.225 0.175 -0.21
JW2 -1 2.060 0.225 0.175 -0.08
V5 -7 1.060 0.225 0.175 -0.29
62.83
For 2 Blocks 125.65
Say 126.00 Cum

Toilet Room H 1 3 5.650 2.650 44.92
Deduct Openings 1 -2 1.300 2.650 -6.89
Wc V typ 1 7 1.500 2.400 25.20
Room to Room H 1 2 18.800 2.470 92.87
Anty Room h 1 1 1.500 2.850 4.28
Room to Room H typ 1 1 5.700 2.470 14.08
Anty Room h 2 1 1.500 2.850 8.55
Anty Room v 3 2 4.950 2.850 84.65
platfarm walls 1 1 0.600 0.900 0.54
Cupboard Walls 6 4 0.600 2.100 30.24
Ded for col C1 -4 0.300 2.550 -3.06
Ded for col C2 -9 0.300 2.550 -6.89
Ded for col C1 -4 0.450 2.550 -4.59
Ded for col C2 -9 0.600 2.550 -13.77
Deductions
D4 -6 1.050 2.100 -13.23
D5 -1 0.900 2.100 -1.89
D6 -14 0.800 2.100 -23.52
V3 -6 1.200 0.500 -3.60
Lintels
D4 -6 1.510 0.175 -1.59
D5 -1 1.360 0.175 -0.24
D6 -14 1.260 0.175 -3.09
V3 -6 1.660 0.175 -1.74
221.23
For 2 Blocks 442.46
Say 443.00 Sqm
10 TMT STEEL
Lintels 5.0 80.000 Kgs/Cum 400.00
Shelves 83.00 0.025 80.000 Kgs/Cum 166.00
Sillslab 2.000 80.000 Kgs/Cum 160.00
23301.00
11 Mild Steel
RBM 443.0 2.000 Kgs/Sqm 886.00
886.00
Say 0.89 MT
Qty Same as waist slab 15.24
652.24
Say 653.00 Sqm

Rooms typ 6 21.200 2.850 362.52
Ante Room typ 6 7.800 2.850 133.38
1.8 m wide corridor 1 30.640 2.850 87.32
in front of Lift 1 5.500 2.850 15.68
Dry Area 1 12.700 2.850 36.20
In front of Rooms typ 2 19.200 2.850 109.44
passage 1 12.60 2.100 26.46
wash area 1 10.70 2.100 22.47
b/w Wcs 1 11.76 2.100 24.70
SH 2 6.00 2.100 25.20
WCs 6 5.10 2.100 64.26
all round lift 1 9.640 2.850 27.47
stair case 1 17.100 2.850 48.74
terrace columns plastering all round 1 1.800 1.000 1.80
terrace columns plastering TOP 1 0.300 0.600 0.18
Deductions
D4 -6 1.050 2.100 -13.23
D5 -1 0.900 2.100 -1.89
D6 -14 0.800 2.100 -23.52
V3 -6 1.200 0.500 -3.60
Toilets -147.76
724.05
Say 1449.00 Sqm
Parapet wall 1 35.280 2.230 78.67
columns offsets 2 0.300 1.000 0.60
Deductions
W3 -15 1.200 1.300 -23.40
V5 -7 0.600 0.500 -2.10
JW1 -3 1.300 1.300 -5.07
JW2 -1 1.600 1.300 -2.08
411.72
For 2 Blocks 823.45
Say 824.00 Sqm
15 Impervious coat
Terrace Floor 1 10.800 8.450 91.26
Deducu Duct -2 2.400 1.600 -7.68
Deducu Duct -1 1.300 1.450 -1.89
81.70
For 2 Blocks 163.39
Say 164.00 Sqm

bottom
Toilet block 1 1 5.650 6.540 36.95
sides
Toilet block 1 24.380 0.300 7.31
44.27
For 2 Blocks 88.53
Say 89.00 Sqm
Flooring
passage 1 1.300 5.000 6.50
wash area 1 3.550 1.800 6.39
b/w Wcs 1 4.380 1.500 6.57
SH 2 1.500 1.500 4.50
WCs 6 1.500 1.050 9.45
33.41
For 2 Blocks 66.82
Say 67.00 Sqm
18 Vitrified flooring
Rooms typ 6 4.300 6.300 162.54
Ante Room typ 6 1.500 2.400 21.60
184.14
For 2 Blocks 368.28
Say 369.00 Sqm
b) Vitrified flooring in Corridors
1.8 m wide corridor 1 15.300 1.800 27.54
in front of Lift 1 2.650 2.500 6.63
Dry Area 1 4.550 3.600 16.38
100.16
For 2 Blocks 200.31
Say 201.00 Sqm

Midlanding 3 1.500 1.500 6.75
6.75
For 2 Blocks 13.50
Say 14.00 Sqm

5.00
Say 5.00 Sqm
21
High Polished granite stone for Sill slabs
W3 15 1.500 0.225 5.06
5.06
For 2 Blocks 10.13
Say 11.00 Sqm

a Treads
Staircase 1 16 1.500 0.300 7.20
7.20
For 2 Blocks 14.40
Say 15.00 Sqm
b Risers
Staircase 1 20 1.500 0.150 4.50
4.50
For 2 Blocks 9.00
Say 9.00 Sqm
Skirting
Rooms typ 6 21.200 127.20
Ante Room typ 6 7.800 46.80
cupboard wall sides 36 0.500 18.00
192.00
For 2 Blocks 384.00
Say 384.00 Rmt

Staircase 1 1 14.200 14.20
14.20
For 2 Blocks 28.40
Say 29.00 Rmt

at lift 1 2.500 2.850 7.13
Deductions
Lift Door -1 1.000 2.100 -2.10
5.03
For 2 Blocks 10.05
Say 11.00 Sqm
passage 1 12.6 2.100 26.46
wash area 1 10.7 2.100 22.47
b/w Wcs 1 11.76 2.100 24.70
SH 2 6 2.100 25.20
WCs 6 5.1 2.100 64.26
Deductions
D5 -1 0.900 2.100 -1.89
D6 -8 0.800 2.100 -13.44
147.76
For 2 Blocks 295.51
Say 296.00 Sqm

1.8 m wide corridor 1 30.640 1.500 45.96
in front of Lift 1 5.500 1.500 8.25
Dry Area 1 12.700 1.500 19.05
Deductions
D4 -6 1.050 1.500 -9.45
D5 -1 0.900 1.500 -1.35
122.31
For 2 Blocks 244.62
Say 245.00 Sqm

Toilet block 1 1 5.800 6.500 0.300 11.31
Deudct Duct 1 -1 1.600 0.500 0.300 -0.24
11.07
For 2 Blocks 22.14
Say 23.00 cum
29 Railing
Staircase 1 6.800 0.900 6.12
corridor 1 3.600 0.300 1.08
corridor 1 3.500 0.300 1.05
corridor 1 4.700 0.300 1.41
corridor 1 1.600 0.300 0.48
corridor 1 4.550 0.300 1.37
11.51
For 2 Blocks 23.01
Say 24.00 Sqm

14.00
For 2 Blocks 28.00
Say 28.00 Rmt

19.80
For 2 Blocks 39.60
Say 40.00 Rmt
32 JALI WALL
JW1 3 1.300 1.300 5.07
JW2 1 1.600 1.300 2.08
7.15
For 2 Blocks 14.30
Say 15.00 Sqm
653.00
Say 653.00 Sqm
34 Wall putty
1449.00

Say 1449.00 Sqm

0.00
Say 0.00 Sqm
36 Plastic Emulsion Paint for interior faces of
walls
1449.00
Say 1449.00 Sqm

824.00
Say 824.00 Sqm

D4 0.75 6 1.050 2.100 9.92
D5 0.75 1 0.900 2.100 1.42
11.34
For 2 Blocks 22.68
Say 23.00 Sqm

Say 59.00 Sqm
S&F of Doors
D4 (1.05 X 2.10) 6 1.050 2.100 13.23
For 2 Blocks 26.46
Say 26.46 Sqm
D5(.9 X 2.10) 1 0.900 2.100 1.89

For 2 Blocks 3.78
Say 3.78 Sqm
41 D6(0.8 X 2.10) - Frame

14 5.000 70.00
70.00
For 2 Blocks 140.00
Say 140.00 RM
42 D6(0.8 X 2.10) - shutter 14 0.800 2.100 23.52

For 2 Blocks 47.04
Say 47.04 Sqm
43 Windows
W3 15 1.200 1.300 23.40
For 2 Blocks 46.80

44 Ventilators
V3 6 1.200 0.500 3.60
V5 7 0.600 0.500 2.10
For 2 Blocks 4.20
4.20 Sqm

W3 15 1.200 1.300 23.40
Ventilators
V3 6 1.200 0.500 3.60
V5 7 0.600 0.500 2.10
29.10 Sqm
For 2 Blocks 58.20
Say 59.00 Sqm
885.00 Kgs
46 Cupboards
Rooms CB 6 3.600 2.100 45.36
LEDGE 6 1.500 2.100 18.90
64.26
For 2 Blocks 128.52
Say 129.00 Sqm

Deductions
W1 -17 1.500 1.200 -30.60
V1 -27 0.600 0.500 -8.10
353.97
For 2 Blocks 707.94
Say 708.00 Sqm

Detailed Estimate for Proposed Juniors Girls Hostel - Terrace Floor

under lintels
D5 2 2 0.300 0.230 0.150 0.04
Hold fasts
D5 6 2 0.230 0.230 0.150 0.10
0.14
For 2 Blocks 0.27
Say 1.00 Cum
2 VRCC M25 grade

a Columns
Columns Upto Roof slab bottom
Columns Upto Roof slab bottom
Staircase Head Room
C1 2 4 0.300 0.600 2.875 4.14
Lift head room
C1 2 4 0.300 0.600 2.875 4.14
Water Tank overStaircase Head Room-

C2 1 4 0.380 0.600 2.875 2.62
10.90
For 2 Blocks 21.80
Say 22.00 Cum
b Lintels
D5 2 1.36 0.225 0.175 0.11
2 0.11
For 2 Blocks 0.21
Say 1.00 Cum
c Side walls
i) 150mm thick Side Wall
Water Tank 1 25.12 1.500 37.68
37.68
For 2 Blocks 75.36
Say 76.00 Sqm
3 VRCC M25 grade
a Roof Beams
Staircase & lift Head Room
Horizontal 2 3 5.500 0.230 0.325 2.47
vertical 2 2 6.350 0.230 0.325 1.90
vertical Secondary 2 1 2.500 0.230 0.325 0.37
Water Tank over Staircase Head Room

Horizontal 1 2 5.80 0.230 0.380 1.01
vertical 1 2 6.75 0.230 0.380 1.18
6.93
For 2 Blocks 13.87
Say 14.00 Cum
APMSIDC-MTM DET-JR.BOYS HOSTEL-TERRACE 1542 OF 3032

b Roof slab
Staircase &lift Head Room 1 1 5.50 6.350 34.93
76.78
For 2 Blocks 153.55
Say 154.00 Sqm

Lift Bottom slab 1 1 5.00 2.770 13.85
water tank Bottom slab 1 1 4.80 6.750 32.40
46.25
For 2 Blocks 92.50
Say 93.00 Sqm

Horizontals
Stai case h 2 2 5.50 0.230 2.550 12.90
Stai case v 2 2 6.35 0.230 2.550 14.90
lift H 2 1 2.30 0.230 2.550 2.70
lift v 2 1 2.50 0.230 2.550 2.93
Water Tank over Staircase Head Room

Horizontals 1 2 5.40 0.230 1.500 3.73
Vertical 1 2 6.20 0.230 1.500 4.28
all round parapet wall 1 1 183.20 0.230 0.900 37.92
Deduct stair case &lift 2 -1 12.50 0.230 0.900 -5.18
Deduct water tank 1 -1 12.04 0.230 0.900 -2.49
Deductions
D5 -2 0.900 0.225 2.100 -0.85
Lintels
D5 -2 1.360 0.225 0.175 -0.11
70.73
For 2 Blocks 141.46
Say 142.00 Cum
5 TMT STEEL
125mm thick Inclined Sla 670.00 80.000 0.150 Kgs/Sqm 8040.00
20916.00
Staircase Offset 1 2.50 2.650 6.63
25.88
For 2 Blocks 51.75
Say 52.00 Sqm

all round lift 1 9.640 2.850 27.47
stair case 1 17.100 2.850 48.74
Deductions
D5 -2 0.900 2.100 -3.78
72.43
For 2 Blocks 144.86
Say 145.00 Sqm
Parapet wall (All round) 1 183.200 2.030 371.90
Staircase & Head Room 2 23.70 3.000 142.20
514.10
Say 1029.00 Sqm

743.00
For 2 Blocks Say 743.00 Sqm
10 Impervious Coat
water tank sides 1 25.10 1.500 37.65
76.80
For 2 Blocks 153.60
Say 154.00 Sqm

264.60
For 2 Blocks 529.20
Say 530.00 Rmt
52.00
Say 52.00 Sqm

0.00
Say 0.00 Sqm
of walls
145.00
Say 145.00 Sqm

1029.00
Say 1029.00 Sqm

D5 0.75 2 0.90 2.100 2.84
2.84
For 2 Blocks 5.67
Say 6.00 Sqm
17 S&F of Doors
D5 (0.9 X 2.10) 2 0.90 2.100 3.78
For 2 Blocks 7.56
Say 7.56 Sqm

334.51
For 2 Blocks 669.01
Say 670.00 Sqm

tiles 1 127.70 2.62 334.51
334.51
For 2 Blocks 669.01
Say 670.00 Sqm

WATER SUPPLY & SANITARY ARRANGEMENTS
1 Supply, Laying, Jointing SWG line
a) SWG PIPE
6" dia SWG line (150mm Dia) 1.00 45.0 45.00 Rmt
2 Inspection Chambers
20.00
Say 20.00 Nos
3 Gully traps
20.00
Say 20.00 Nos
4 Manholes
3' - 0' Depth 20.00
Say 20.00 Nos
5 Floor Traps
Ground Floor 8 8.00
First Floor 21 21.00
Second Floor 21 21.00
Third Floor 21 21.00
Fourth Floor 21 21.00
Fifth Floor 21 21.00
Say 113.00 Nos
6 European EWC
Ground Floor 3 3.00
First Floor 6 6.00
Second Floor 6 6.00
Third Floor 6 6.00
Fourth Floor 6 6.00
Fifth Floor 6 6.00
Say 33.00 Nos
7 IWC
Ground Floor 0 0.00
First Floor 2 2.00
Second Floor 2 2.00
Third Floor 2 2.00
Fourth Floor 2 2.00
Fifth Floor 2 2.00
Say 10.00 Nos
8 Wash hand basins

Ground Floor 3 3.00
First Floor 6 6.00
Second Floor 6 6.00
Third Floor 6 6.00
Fourth Floor 6 6.00
Fifth Floor 6 6.00
Say 33.00 Nos
9 Soap dish
Ground Floor 6 6.00
APMSIDC-MTM DET-JR.BOYS HOSTEL 1546 OF 3032

First Floor 6 6.00
Second Floor 6 6.00
Third Floor 6 6.00
Fourth Floor 6 6.00
Fifth Floor 6 6.00
Say 36.00 Nos

10 Mirrors
Ground Floor 3 3.00
First Floor 5 5.00
Second Floor 5 5.00
Third Floor 5 5.00
Fourth Floor 5 5.00
Fifth Floor 5 5.00
Say 28.00 Nos
11 Towel rods
Ground Floor 0 0.00
First Floor 8 8.00
Second Floor 8 8.00
Third Floor 8 8.00
Fourth Floor 8 8.00
Fifth Floor 8 8.00
Say 40.00 Nos
12 NP bib taps
a) Long Body taps
Bath taps, Wash taps & Drinking water taps
Ground Floor 11 11.00
First Floor 10 10.00
Second Floor 10 10.00
Third Floor 10 10.00
Fourth Floor 10 10.00
Fifth Floor 10 10.00
Say 61.00 Nos
c) Short Body taps

Ground Floor 0 0.00
First Floor 2 2.00
Second Floor 2 2.00
Third Floor 2 2.00
Fourth Floor 2 2.00
Fifth Floor 2 2.00
Say 10.00 Nos
16 Health faucet
Ground Floor 3 3.00
First Floor 6 6.00
Second Floor 6 6.00
Third Floor 6 6.00
Fourth Floor 6 6.00
Fifth Floor 6 6.00
Say 33.00 Nos
17 ASHIRVAD / AJAY / ASTRAL CPVC Pipes

a) 15.90mm OD pipe
EWC
Ground Floor 3 0.8 2.25
First Floor 6 0.8 4.50
Second Floor 6 0.8 4.50
Third Floor 6 0.8 4.50
Fourth Floor 6 0.8 4.50

Fifth Floor 6 0.8 4.50
IWC
TAPS
Long Body
Wash Basin
Short Body
133.55
Say 134.00 Rmt
b) 22.20mm OD pipe(Domestic water)

Internal Connection
137.00
Say 137.00 Rmt
c) 22.20mm OD pipe(Drinking water)

Internal Connection

120.00
Say 120.00 Rmt
d) 28.60mm OD pipe(Domestic water)
Down Take
19.80
Say 20.00 Rmt
e) 34.90mm OD pipe(Domestic water)

Down Take
79.20
Say 80.00 Rmt
f) 28.60mm OD pipe (Drinking water)

Down Take pipe 2 19.8 39.60
39.60
Say 40.00 Rmt
j) 41.30mm OD pipe (Domestic water)

39.60
Say 40.00 Rmt

FLUSH WATER
l) 22.20mm OD pipe(Domestic water)
Internal Connection
Ground Floor 1.00 10.0 10.00
First Floor 1.00 20.0 20.00
Second Floor 1.00 20.0 20.00
Third Floor 1.00 20.0 20.00
Fourth Floor 1.00 20.0 20.00
Fifth Floor 1.00 20.0 20.00
110.00
Say 110.00 Rmt
n) 28.60mm OD pipe (Flush water)

39.60
Say 40.00 Rmt
o) 34.90mm OD pipe (Flush water)

4 3.3 13.20
26.40
Say 27.00 Rmt
18 SWR PVC pipes

a) 75mm dia
Vertical stacks
Fifth Floor to Ground Floor 10 19.8 198.00
Vent Pipes 10 1.5 15.00
Internal Connections
373.00
Say 373.00 Rmt
b) 110 mm dia down take pipe

Vertical stacks
Fifth Floor to Ground Floor 4 19.8 79.20
Vent Pipes 4 1.5 6.00
205.20
Say 206.00 Rmt
19 Drinking Water 5000.00 Lits
19 CPVC Pipes

Terrace Ring Main
DOMESTIC & DRINKING WATER
a) 100.00 mm OD 60.00 Rmt
b) 80.00 mm OD 25.00 Rmt
c) 65.00 mm OD 30.00 Rmt
Terrace Ring Main

Flush Water
a) 65.00 mm OD 20.00 Rmt
20 Gun Metal Valves

50mm Dia 2.00 No's
32 mm Dia 10.00 No's
20 mm Dia 100.00 No's
21 Construction of brick masonry support 45.00 No's
22 Vent Cowl (75 mm Diameter ) 10.00 10.00

SAY 10.00 Nos
23 Vent Cowl (110 mm Diameter ) 4.00 4.00

SAY 4.00 Nos

GENERAL ABSTRACT -Sr. GIRLS HOSTEL

3 Electrification `
30955021.6
4 Fire Fighting System ` 1698526
TOTAL ECV ` 216212316

ABSTRACT ESTIMATE FOR CIVIL WORKS FOR SENIORS HOSTEL BUILDING FOR FEMALE STUDENTS
Unit Rate Amount

(Mechanical Means) for buildings in ordinary
soils and depositing on bank for all lifts and with
an initial lead of 10m and up to 3m depth
including all operational,incidental, labour
charges such as shoring, sheeting, planking,
dewatering charges etc., as per SS 20 B(APSS
308)
2 Filling with carted gravel in trenches,sides of 1730.00 CUM ONE CUM 268.00 463640
foundations and basement with initial lead in
layers not exceeding 15cm thick,watering and
to work site and all peraitonal,incidental, labour
charges,hire charges of T&P etc., and overheads
sides of foundations and basement with initial
lead in layers not exceeding 15cm thick, watering
and ramming including cost and conveyance of
water to work site and all operaitonal, incidental,
labour charges, hire charges of T&P etc., and
fnished item of work (APSS NO.309&310)
4 Supply and placing of Vibrated Plain Cement 221.00 SQM ONE SQM 3050.00 674050
complete for finished item of work for footings
5 Supply and placing of Plain Cement Concrete 300.00 CUM ONE CUM 2557.00 767100
mixing plant of 15 cum per hour capacity
like cement, sand, coarse aggregate, water etc.
to site including all operational, incidental and
labour charges, transporting concrete in transit
mixer, curing etc., and overheads & contractors
profit complete for finished item of work (APSS
No. 402)
M 5 grade for foundations using coarse
granite from approved quarry using batching
like cement, sand, coarse aggregate, water etc.
to site including all operational, incidental and
labour charges, transporting concrete in transit
mixer, curing etc., and overheads & contractors
profit complete for finished item of work (APSS
No. 402)
7 Supply and placing of the Design Mix

Concrete M 25 grade corresponding to IS 456
with cement content of 380 kgs per 1 cum of
like cement, fine aggregate (sand) coarse
aggregate, water etc., to site, centering using
steel scaffolding pipes , jack props , wallers , foot
charges such as weigh batching, machine
mixing, lifting of concrete manually, laying
steel and its fabrication charges for finished item

aggregate - as per IS 383 - 1970 and IS 2386
Part 1 to Part 8) from approved quarry including
fine aggregate (sand) coarse aggregate, water
etc., to site, centering using steel scaffolding
pipes , jack props , wallers , foot plates , brackets
, steel centering plates etc., including all
operational, incidental and labour charges such
as weigh batching, machine mixing, lifting of
concrete manually, laying concrete, vibrating,
including out of water from 0 to 1m (APSS No.
402)
c) Column Pedastals 88.00 CUM ONE CUM 6967.00 613096

Part 1 to Part 8) from approved quarry including
fine aggregate (sand) coarse aggregate, water
etc., to site, centering using steel scaffolding
pipes , jack props , wallers , foot plates , brackets
, steel centering plates etc., including all
concrete manually, laying concrete, vibrating,
(APSS No. 402)

like cement, fine aggregate (sand) coarse
aggregate, water etc., to site, centering using
casurina ballies, bamboos, wooden reapers,
runners, wood posts, wall plates etc.,
charges ,transporting concrete using transit
mixer, lifting concrete mechnically, laying
a) Columns :
b) Roof Beams :
c) ROOF SLABS :

d) Side walls
Seventh Floor Water Tank side walls 106.00 SQM ONE SQM 2204.00 233624

materials like cement, fine aggregate (sand)
charges such as weigh batching, machine
mixing, lifting of concrete mechanically, laying
concrete, vibrating, curing , overheads &
contractors profit etc., complete but excluding
Lintels


materials like cement, fine aggregate (sand),
using casurina ballies , bamboos , wooden
reapers , runners , wood posts , wall plates etc.,
for 60cm wide sun-shades 7.5cm thick at
fixed end and 5cm thick at free end with an
average thickness of 6.25cm including all
concrete manually, laying concrete, curing,
overheads & contractors profit complete etc., but
for finished item of work (APSS No. 402, 403 &
903)
13 Masonry work in CM(1:6) prop (Cement :

Sand) in superstructure with fly ash cement /
lime solid blocks of size 290mm x 225mm x
crushing strength of 50 Kg/Sqcm. including cost
and conveyance of all materials like cement,
sand, bricks, water etc., to site, labour charges,
like mixing cement mortar, scaffolding charges,
14 Reinforced Masonry for partition walls (100

mm thick) in CM (1:4) prop. (Cement : Sand)
using fly ash cement / lime solid blocks of
size 290mm x 100mm x 140mm having
minimum compressive strength of 50
Kg/Sq.cmand placing 2 Nos. of 6mm M.S plain
rods in every third layer with free ends of the
reinforcement pegged into mortar joints of main
constructing masonry, lift charges, curing, etc.,
and overheads & contractors profit but excluding
cost of steel and its fabrication charges complete
for finished item of work. (APSS No. of 509)

M 10 grade mix using 20mm size graded
Part 1 to Part 8) from approved quarry using
water etc. to site including all operational,

plant of 15 cum per hour capacity including
sand, coarse aggregate, water etc. to site, hire
and labour charges for centering and scaffolding

fabrication charges for sill slabs (APSS No. 402
& 403)

fabrication charges for platforms, lofts and
shelves. (APSS No. 402 & 403)




(Fe 500 / Fe 500 D grade as per IS 1786-1979)
of different diameters for RCC works including
approved designs and drawings, including cost

including labour charges for straightening,
cutting, bending to required sizes and shapes,
placing in position with cover blocks of approved
materials and size and tying and lap-splicing with
binding wire of 18 SWG, forming grills for
drawings, including cost and conveyance of steel
bars, including all wastages such as overlaps,
couplings, chairs, spacer bars including cost and
conveyance of binding wire, cover blocks and all
incidental, operational, labour charges such as
cutting, bending, placing in position, tying etc.,

mortar, finishing, curing as directed by Engineer-
in-charge etc., and overheads & contractors profit
904)

screened sand with base coat of 8mm thick in
CM (1:6) and top coat of 4mm thick in CM (1:4)
with dubara sponge finishing including cost and
grooves as directed by Engineer - in - charge
for finished item of work for internal walls. (SS
901,903 & 904)

screened sand with base coat of 8mm thick in
CM (1:6) and top coat of 4mm thick in CM (1:4)
with dubara sponge finishing including cost and
grooves as directed by Engineer - in - charge
for finished item of work. (SS 901,903 & 904)

roof slab surfaces to required slopes with CM
(average) mixed with integral cement water
proofing liquid confirming to IS: 2645-2003
manufactured by reputed manufacturers as
approved by Engineer-in-charge at 200ml per
one bag of cement, laid over roof slab when it is
green, finished smooth with a floating coat of
neat cement and thread lining at regular intervals
of 45cmx45cm including cost and conveyance of
No. 901 & 903).

roof slab surfaces of sump , sump side
wall,sump bottom slab,in side of septic tank ,
in sunken slabs etc. to required slopes with CM
lining at regular intervals of 45cmx45cm where
ever necessary including cost and conveyance of
No. 901 & 903).

proofing system coating to the wet area /
tiolet / bath room:
a ) First Layer - Supply and Apply penetrative
cum bonding primer as base primer cum sealer
coat using MIXPRIME AC100 or equivalent
modified with water and cement at the ratio 2:1:3
with a slow speed mixer machine. This
compound shall be applied with sufficient
thickness to cover the holes/pores/cracks @
1.000 Liter / SQM (0.350 Lt of MIXPRIME AC100
/ SQM) and the raw primer should be complain
with ASTM 4541 and the Solid content 49% +2%
welded with alkaline resistant coated / non-
woven 40 Gsm verging fiber mesh MIXMAT GFM
50 or equivalent for a minimum over lap of 100
mm embedded in the primer coat
performance acrylic polymer modified
MIXGUARD AC or equivalent @ 1.000 Kg / SQM
( mix the powder and liquid with the help of a
slow speed mixer for a period of 2 to 3 minutes
up to get a homogeneous mix- dilution or
modification not recommended) should be
complain with BS 1881 Part 5 1983 (ISAT 476
Part 6), DIN 1048 Part 5 1991, BSEN 12390-8
2000, ASTM D 412-92.
d ) Fourth Layer –Supply and apply of second

coat of two component (Powder + Liquid) system
of high performance acrylic polymer modified
MIXGUARD AC or equivalent @ 1.000 Kg / SQM
( mix the powder and liquid with the help of a
slow speed mixer for a period of 2 to 3 minutes
up to get a homogeneous mix- dilution or
modification not recommended) should be
complain with BS 1881 Part 5 1983 (ISAT 476
Part 6), DIN 1048 Part 5 1991, BSEN 12390-8
2000, ASTM D 412-92
Note: -
approved agency.
4 ) The contractor should provide 5 years
material warrantee from the Manufacturer and 5
year warrantee from the applicator or combined

540.00 SQM ONE SQM 540.00 291600
19 RCM facia 50mm thick in CM(1:3) using

screened sand for drop walls, fins with rabbit wire
mesh & nomianl reinforcement as directred by
Engineer - In - Charge with dubara sponge
finishing,including cost and conveyance of all
materials to site, operationals &incidental,cost
and conveyance of cement, wire mesh water to
work site, centering, scaffolding and form work,lift
complete for finished item of work but excluding
finished item of work(APSS NO.403&903)

conforming to IS:13711, IS:13712, IS:13630
(Parts 1 to 15) of any colour and finish in all
shades and designs as approved by Engineer-
in-charge, set over base coat of cement mortar
(1:8), 12mm thick using screened sand over CC
bed already laid or RCC roof slab, including neat
cement slurry of honey like consistency spread
@ 3.3 Kgs per sqm & jointed neatly with white
matching shade, including cost of all materials
like cement, screened sand , water and tiles etc.,


IS:13630 (Parts 1 to 15) of any colour and finish
in all shades and designs with borders and
design as per the approved flooring pattern as
directed by the Engineer-In -Charge, laying tiles
using spacers of 2mm thick, set over a base
coat of CM (1:8) prop. 12mm thick using
screened sand over CC bed already laid or RCC
roof slab , including neat cement slurry of honey
like consistancy spread @ 3.3 kgs per sqm. and
jointed neately with white cement paste to full
depth mixed with pigment of matching shade
like cement, sand, water, tiles, white cement
etc., to site (excluding cost of C.C. bed)
including cost of base coat and all labour
charges for mixing of cement mortar, laying tiles
to required slope as directed by the
Engineer- in-charge etc.,and overheads &

and regular colours (i.e. of shades like paradiso
/ bala flower / copper silk / laka red / lavender
blue) with borders and design as per the pattern
approved by the Engineer-in-Charge of length
not less than 2.43 mts set over base coat of
consistency spread @ 3.3 Kg per sqm and
jointed neatly with white cement paste mixed with
cost and conveyance of all materials like
cement , sand , water , granite slabs etc., to work
site and all operational, incidental labour & lift
charges, polishing charges, cost of base coat

approved by the Engineer-in-Charge of length
not less than 2.43 mts set over base coat of
consistency spread @ 3.3 Kg per sqm and
jointed neatly with white cement paste mixed with
cost and conveyance of all materials like
cement , sand , water , granite slabs etc., to work
site and all operational, incidental labour & lift
charges, half rounding the edge , polishing
work for platforms (S.S.701 & special)


colour as approved by the Engineer-in-Charge
set over base coat of cement mortar (1:8) ,
already laid including neat grey cement slurry of
honey like consistency spread @ 3.3 Kg per sqm
and jointed neatly with white cement paste mixed
with pigment of matching shade to full depth
like cement , sand , water , granite slabs etc., to
work site and all operational, incidental labour &
lift charges, half rounding the edge , polishing
work (S.S.701 & special)
25 Granolithic Concrete flooring 20 mm thick

with (1:1:2), using 6mm to 12 mm size hard
granite machine crushed metal and screened
sand laid over CC bed already laid or RCC roof
slab, in alternate panels of size not exceeding
1.50 m x 1.50 m, using glass strips and finishing
the top surface to required smoothness and
slopes and thread lining including cost of all
materials like cement, metal sand and water and

300 mm and thickness 25 mm of any shades
as approved by Engineer - In - Charge set over
base coat of cement mortar (1:6), 12 mm thick
using screened sand over CC bed alredy laid or
RCC roof slab including neat cement slurry of
honey like consistency spread @ 3.3 kgs per
sqm and jointed with neat white cement to full
depth mixed with pigment of matching shade
like cement, sand, water and tiles etc.,and
27 Providing 16 mm to 18 mm thick high

polished leather finish granite stone slabs
(steel grey or pearl black) with borders and
design as per the pattern approved by the
Engineer-in-Charge of length not less than 2.43
mts set over base coat of cement mortar (1:5) ,
already laid or RCC roof slab including neat grey
cement slurry of honey like consistency spread
shade to full depth including cost and
rounding the edges of treads , providing 3
grooves of size 2mm x 1mm for the full length of
treads , polishing charges, cost of base coat and
(S.S.701 & special)
a Treads
b Risers


materials like tiles, cement, sand and water
etc.,and overheads & contractors profit complete
29 Providing skirting to internal walls 10 cm

height with High Polished Granite 16 mm to
18 mm thick up to 8'-00 (2.43 M) other than
black and regular colours, length equal to
flooring slabs set over base coat of CM(1:5) 12
mm thick using screened sand with cement slurry
of honey like consistency spread at the rate of
3.30 kgs per sqm and jointing with white cement
paste mixed with pigment of matching shade to
work.

30 Providing cladding to walls with High

Polished Granite 16 mm to 18 mm thick up to
8'-00 (2.43 M) other than black and regular
colours, length equal to flooring slabs set over
base coat of CM(1:3) 12 mm thick using
sand and water etc., and overheads &
work.
31 Providing dadooing with glazed red or white

full body ceramic wall tiles of size 300 x 450
mm / 320 mm x 400 mm and thickness 6 mm
1st quality conforming to IS:13711, IS:13712,
IS:13630 (Parts 1 to 15) of any colour and finish
in all shades and designs with borders as
approved by Engineer-in-Charge flushed to
wall surface set over base coat of CM(1:5) 12
work.


scratch less, stain free and thickness between 6-
8 mm 1st quality conforming to IS:13711,
IS:13712, IS:13630 (Parts 1 to 15) of any colour
and finish in all shades and designs with borders
and design as per the approved pattern as
surface set over base coat of CM(1:5) 12 mm
work.
33 Providing plinth protection using plain

Cement Concrete general purpose tiles
conforming to IS: 13801 using aggregates,
cement, pigments of size 300 x 300 mm and
thickness 20 mm of any shade for a width of
1200mm set over base coat of cement mortar
constructed with 225 mm thick walls using fly
225mm x 140mm from approved source having
minimum crushing strength of 50 Kg/Sqcm. and
plastering 2mm thick two coats with base coat of
8mm thick in CM (1:6) and top coat of 4mm thick
in CM (1:4) for brick masonry drain, laying of tiles
in between basement of the building and brick
wall and as directed by the Engineer - in -
charge including cost and conveyance of all
work.

IS:2686-1977 in sunken slabs including cost
and conveyance of cinder, labour charges for
filling, ramming, overheads and contractor profit
etc., complete for finished item of work

holes with pneumatic compressor for fixing
railing, buffing, polishing all members of the
railing thouroughly , lacquer finishing to present
seamless finish including cost and conveyance of
all materials, electrodes, welding charges, cost of
all consumables, labour charges , overheads &
contractors profit etc., complete for finished item
of work.
506.00 SQM ONE SQM 3040.00 1538240

304) railing for ramp and along staircase wall
as per approved drawing with top rail of 50mm
dia pipe and 2mm thick medium class fixed in to
wall with 25mm dia pipe of 0.30m length @ 1m
centre to centre and welding, buffing, polishing all
500.00 RM ONE RM 1428.00 714000
4.0 kg/sq.cm pressure of ISI marked including
cost of necessary PVC Bends, couplers, shoes,
iron / PVC clamps and all other accessories and
fixing in position including cost and conveyance
of all materials, operational & incidental charges
37 Supply and fixing jallies ( cement concrete )

of 50mm thick as per the design approved by
the Engineer-in-Charge including cost and
conveyance of materials to site and labour
charges etc., overheads & contractors profit

treatment to the expansion joints on terrace
(Size : 25mm x 12mm): Application of one coat
of-High performance specially designed SBR
latex polymer based bonding agent–
ROOFBOND SBR (Armstrong) / POWER n
BOND SBR (EBT) / NITOBOND SBR (Fosroc)
ZORIBOND SBR (PMCC)/ SIKA LATEX (Sika)
WATERSHIELD BOND SBRASTM - C 920
-95 /DIN 18549 TT -S-00227E or equivalent
mixing with cement as per manufacturers c]
Providing and application of Acrylic Polymer
modified reinstatement concrete/mortar
admixture with - OOFCRETE AR (Armstrong ) /
ZORIGROUT CMG (PMCC) / POWER n GUARD
ARM (EBT) / WATERSHIELD AR / Fosroc to
finish the damaged edges of joint and making the
groove. d]. Providing and fixing of masking tape
on top of the joint both sides. e]. Providing and
fixing of Back up support material of
Polyethelene foam to leave the depth of 12mm
on the joint. f]. Providing and application of one
coat of polysulphide primer with – Polysulphide
primer on inner edge on joints. g]. Providing and
application of Two part Polysulphide sealant to a
width of 25mm and 12mm depth with -
ROOFSEAL PS (Armstrong ) / POWER n SEAL
PS (EBT) /NITOSEAL PS 200 (Fosroc)/
ZORISEAL PS (PMCC) / SIKA POLYSULPHIDE
(Sika) / WATERSHIELD PSComplies with BS
4254 - 83 or equavalent with putty knife and neat
WATERSHIELD PS including cost and
60.00 RM ONE RM 738.00 44280

39 Providing and fixing of Expansion joint filler
board for buildings, columns, beams and
slabs 25 mm thick including cost and
conveyance of all materials to site, all incidental,
operational, labour charges etc.overheads &
work as per approved drawing for all floors
28.00 SQM ONE SQM 374.00 10472
40 Providing and fixing of 24 gauge alluminium

sheet over expansion joint groove of width
15cm fixed to walls / columns at one edge and
resting over the other block walls/columns
concealing expansion joint with slotted holes for
free edge of aluminium sheet to facilitate free
movement of aluminium sheet over the finished
surface of expansion joint and wall face using
site, all incidental, operational, labour charges ,
finished item of work as per approved drawing
(for all floors for vertical joints and bottom of slab)
60.00 RM ONE RM 73.00 4380

with pre-coated capping, main Tee of size 24 x
32 mm at every 1200 mm c/c maximum and
rotary stitched cross tee of size 24 x 27 mm at
every 600 mm c/c and sub-cross tee of size 24
mm x 25 mm at 1200 mm c/c and wall angle of
size 19 x 19 mm fixed to periphery of the wall
and the above grid is suspended at every 1200
mm c/c in both directions using 2.0 mm thick pre-
straightened GI Wire including cost and
conveyance of all materials and labour charges
such as cutting , fixing of standing of frame work
exposing roof making, overheads & contractor
floor in all floors.hed item of work in all floor in all
floors.
234.00 SQM ONE SQM 975.00 228150
42 White washing two coats with white cement

to ceiling to give an even shade after
thouroughly brushing the surface to remove all
dirt and remains of loose powdered materials
including cost of all materials , labour charges
and incidental such as scaffolding , lift charges

7447.00 SQM ONE SQM 42.00 312774
Cement or Polymer or Cement based of
average 1 to 2 mm thickness over plastered
surface to prepare the surface even and smooth
after thoroughly brushing the surface to remove
all dirt and remains of loose powdered materials,
applying emery paper, Sand the surface, clean &
wipe off loose dust, applying knifing paste filler by
putty knife / muslin pad, air dry for 2 - 3 hrs, sand
with 180 and 320 No., emery paper for the
surface preparation including cost and
operational, incidental, labour charges, over
finished item of work in all floors for internal
walls.
25033.00 SQM ONE SQM 197.00 4931501

or Equivalent exterior Texture of average 2 to 3
mm thickness over plastered surface to prepare
the surface even and smooth after thoroughly
brushing the surface to remove all dirt and
remains of loose powdered materials, applying
loose dust, applying putty/ texture paint filler by
putty knife / muslin pad, air dry for 2 - 3 hrs for
the surface preparation including cost and
operational, incidental, labour charges,
scaffolding charges, overheads and contractors
floors for external walls
First Floor : SQM
Second Floor : SQM
Third Floor : SQM
Fourth Floor : SQM
Fifth Floor : SQM
Sixth Floor : SQM

SQM ONE SQM 266.00 0

cement primer of interior grade I and two
coats of synthetic polymer luxury plastic
emulsion paint of superior grade having VOC
(Volatile Organic Compound) content less than
50 grams/litre for internal walls including cost
and conveyance of all materials to site,
incidental, operational and all labour charges
25636.00 SQM ONE SQM 193.00 4947748

of synthetic polymer luxury plastic emulsion paint
of superior grade having VOC (Volatile Organic
exterior walls including cost and conveyance of
all materials to site, incidental, operational and all
profit complete for finished item of work in all
floors.
0.00 SQM ONE SQM 256.00 0

Grade-I VOC (Volatile Organic Compound)
content less than 50 grams/litre of approved
shade including cost and conveyance of all
materials to site cost of primer coat and all labour
charges etc. complete including applying sand
paper on lappam coats for neat finish and
overheads & contractors profit complete in all
floors (APSS No.1200, 1207 & 1211).
535.00 SQM ONE SQM 199.00 106465
47 Painting two coats with synthetic enamel

paint Grade-II VOC (Volatile Organic Compound)
content less than 50 grams/litre over primer
coat of red oxide to new iron work including
incidental, operational and all labour charges
for finished item of work in all floors. (SS No.
1201, 1212 & 1207).
919.00 SQM ONE SQM 174.00 159906

medium teak wood frame of section 100mm x
65 mm and ISI marked flush door shutters of 30
mm thick double shutters with bond wood solid
block board type Core having cross bands and
face veneers, hot pressed bonded with water
made conforming to IS 2202-1991 (Part-I) both
sides commercial ply with internal lipping on all
sides, fixing 1mm thick mat finish laminated
shutter both sides including cost and
conveyance to site of teak wood frame, flush
shutter, laminate sheet including

300mm long, 2 Nos. tower bolts (IS:204) of 200
mm x 10 mm dia at top, 2 Nos. 150 mm long
handles (IS:208), 2 Nos. door stoppers and 2
fixing the fixtures to door with required number
of screws, bolt and nuts including labour charges
for fixing the frame in position, fixing the shutter
to the frame etc, including overheads &
work as per APSS 1001 & 1002 (The vertical
frame of door shall be embedded in flooring for a
depth of not less than 10 mm) (2000mm x
2100mm)
676.94 SQM ONE SQM 4870.00 3296698

medium teak wood frame of section 100mm x
65 mm and ISI marked flush door shutters of 30
mm thick single shutter with bond wood solid
block board type Core having cross bands and
face veneers, hot pressed bonded with water
made conforming to IS 2202-1991 (Part-I) both
sides commercial ply with internal lipping on all
sides, fixing 1mm thick mat finish laminated
shutter both sides including cost and
conveyance to site of teak wood frame, flush
shutter, laminate sheet including supply and
fixing 6 Nos. MS Z hold fasts of size 300 mm x

40 mm x 5mm including cost of ISI marked
150mm long, 1 No. aldrop (IS:2681) 300mm
long, 1 No. tower bolt (IS:204) of 200 mm x 10
mm dia at top , 2 Nos. 150 mm long handles
(IS:208), 1 No. door stopper and 1 No. Rubber /
bolt and nuts including labour charges for fixing
the frame in position, fixing the shutter to the
frame etc., including overheads & contractors
profit complete for finished item of work as per
APSS 1001 & 1002 (The vertical frame of door
shall be embedded in flooring for a depth of not
less than 10 mm) (900mm x 2100mm)
28.35 SQM ONE SQM 5077.00 143933

panel PVC door frame (Choukhat): Providing
and fixing factory made Pac single side Prelam
door frame of the size 50x7 mm with a wall
thickness of 5mm, made out of extruded 5mm
rigid Pac single side prelam sheet, meter cut at
two corners and joined with 2 Nos. of 150mm
long brackets of 15 x 15mm MS Square tube.
The two vertical door profiles are to be reinforced
with 19 x 19mm MS. square tube of 19 guage.
The door frame shall be fixed to the wall using
65/100mm long MS. Screws through the frame
by using Pac fasteners. a minimum of 4 Nos. of
screws to be provided for each vertical member
and minimum 2nos. for horizontal member etc.
complete as per manufacture specification and
direction of Engineer-incharge including
fixing, overheads & contractors profit complete
for finished item of work in all floors for door of
size 800mm x 2100mm.
1850.00 RM ONE RM 375.00 693750

bottom rails. MS. Frame shall have a coat of
steel primers. The inner panel shall consist of
25mm thick high density EPS conforming to IS
4671-1984 bounded with 2mm thick termite
proof, water proof and fire resistant moulded Pac
sheet with 2,4,6 raised panel design in different
moulded design on one side and 2mm plain and /
or pre-lam Pac sheet on other side of the EPS.
The edge of panel to be sealed with lipping of
10mm wide PVC sheet bottom (made by sticking
2 rigid foam sheet of 5mm thickness using Pac
solvent cement) and stiles sides 25mm(5mmX5)
thick and 30mm width Pac sheet fitted along MS
tube for lock provision for lock height 5mm thick
Pac sheet of size 150mmX100mm fixed with
upper and lower face of inner side of EPS panel
including ISI marked Aluminium fixtures 3 Nos.
butt hinges (IS:205) of 150mm long, 1 No. aldrop
(IS:2681) 250 mm long, 1 No. tower bolt (IS:204)
of 150 mm x 10mm dia, 2 Nos. 125mm long
handles (IS:208),1 No. Rubber / Nylon door stop
bushes including labour charges for fixing the
shutter to frame etc., including overheads &
621.60 SQM ONE SQM 3753.00 2332865

multi-chambered frame with in-built roller track
and sash extruded profiles duly reinforced with
1.60 ± 0.2 mm thick galvanized mild steel section
made from roll forming process of required length
(shape & size according to uPVC profile),
appropriate dimension of uPVC extruded glazing
beads and uPVC extruded interlocks, EPDM
gasket, wool pile, zinc alloy (white powder
coated) touch locks with hook, zinc alloy body
with single nylon rollers (weight bearing capacity
to be 40 kg), G.I fasteners 100 x 8 mm size for
fixing frame to finished wall and necessary
stainless steel screws etc. Profile of frame & sash
shall be mitred cut and fusion
Providing and fixing 3 Track 3 Shutter Pre
painted Steel sliding Window fabricated from roll
formed sections made of Galvanized steel colour
coated /powder coated (Base Steel as per IS 513
„D‟ quality galvanized as per IS 277 with Zinc of
120 Gms./ Sq.mtr) with total coated thickness of
microns thick, finished paint with a polyester
paint of 12-16 microns thick and back coated with
Alkyd backer of 5-7 microns or powder coated
with pure polyester powder up to 50-60 microns
thick. The External Section for Three Track Three
Sliding Shutter should be of 44 x 107mm with a
provision for bottom track insert profile of 10x9
mm made of aluminium. Section for Window
glass shutter should be of 35x49mm , Section for
Window Euro groove should be of 25x24mm
made of plastic to accommodate standard
accessories, and section for window lap strip
should be of 21x4mm made of plastic. Section for
Mesh Shutter should be of 35x49mm. The
Window to be panelled with 4mm thick pin
headed glass. The gaskets are to be made of
Ethyl Propylene Diamine Manomer [EPDM].
Corner Brackets for internal and external frame
to be made of glass filled nylon. Touch lock to be
provided for Window Shutter. Sections are to be
cut to length, joined and assembled by means of
corner brackets. The above frame to be fixed to
Brick/Concrete masonry by using Nylon self
712.92 SQM ONE SQM 7526.00 5365436

mullion (where ever required) extruded profiles
duly reinforced with 1.60± 0.2 mm thick
galvanized mild steel section made from roll
according to uPVC profile), uPVC extruded
glazing beads of appropriate dimension, EPDM
gasket,G.I fasteners 100 x 8 mm size for fixing
frame to finished wall, plastic packers, plastic
caps and necessary stainless steel screws etc.
Profileof frame shall be mitred cut and fusion
welded at all corners, mullion (if required) shall
be also fusion welded including drilling of holes
for fixing hardware and drainage of water etc.
i After fixing frame the gap between frame and

panes and silicon sealant. Note: For uPVC
frame, sash and mullion extruded profiles minus
dimension in higher side shall be accepted. But,
i Fixed windows / Ventilators made of (small

204.30 SQM ONE SQM 4892.00 999436

windows, ventilators / in open court yards
using MS angles, flat, square bars including cost
and conveyance of all materials, cutting, bending,
Seventh Floor : 180.00 Kgs
13785.00 Kgs ONE Kgs 89.00 1226865
55 Supplying and fixing of two shutter

cupboards as per drawing with medium teak
wood frames of size 75mm x 40mm and MDF
Board Interior grade both sides laminated 18mm
thick for shutters with 18mm x 12mm teak wood
beading alround and supplying and fixing
powder coated MS fixtures 3 Nos. butt hinges of
size 100mm long(for each shutter), tower bolt 2
Nos. of 100mm x 10mm, 2 Nos of handles
125mm long and standard locking arrangements
for shutters including cost and conveyance of all
materials to site, labour charges, over heads and
work.
3574.00 SQM ONE SQM 2817.00 10067958

20mm thick set over base coat of CM(1:3) 12
full depth, including cost of all materials like
natural stone, cement, sand and water,
scaffolding etc., and overheads & contractors

brick tiles of size 230mm x 75 mm with 12mm
thick set over base coat of CM(1:3) 12mm thick
using screened sand with cement slurry of honey
like consistency spread at the rate of 10.08 kgs
per sqm and jointing with white cement paste

15mm thick set over base coat of CM(1:3)
12mm thick using screened sand with cement
slurry of honey like consistency spread at the
rate of 3.30 kgs per sqm and jointing with white
like tiles, cement, sand and water , scaffolding

ABSTRACT ESTIMATE FOR WATER SUPPLY & SANITARY ARRANGEMENTS
(Rs.)
Supplying, laying, filling, jointing and testing SWG SP-1 pipe
conforming to ISI 651 & 4127 with air tight Cement joints in CM
(1.5:1) prop. including excavation of trenches and socket pits in
any soil (except rock requiring blasting) and refilling with
1 watering and tamping to the required slope including cost and
conveyance of all materials to site and all labour charges ,
overheads & contractor profit etc., complete for finished item of
work (APSS NO 1301 & 1318)
2 Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 18.00 NO 3679.00 66222.00

prop. Masonry. Inspection chamber upto 914.4 mm (3'0") and
fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame
and cover of 20 Kg including cost and conveyance of all
contractors profit etc., complete for finished item of work as per
3 Supplying and fixing of SWG Gully traps 150mm x 100mm of 20.00 NO 551.00 11020.00
ISI make confirming to IS 651 & 4127 with C.I grating &
constructing cement brick masonry in CM (1:6) prop.,
intermediate chamber and fitted with 304.8 mm X 288.6 mm
(12"x9") C.I Frame with hinged cover of standard make as
approved including cost and conveyance of all materials to site,
labour charges, overheads & contractors profit etc., complete for
4 Constructing 904.0 mm (3’0”) dia brick masonry inspection 16.00 NO 6269.0 100304.00
chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6)
prop using 2nd Class Clay Bricks of 225 mm thick from approved
source having a minimum crushing strength of 5 N/sq.mm
including plastering with cement mortar 1:3 prop; ½” thick both
inside and outside fitted with 20” dia RCC manhole covers and
frames including excavating pits up to a depth of 904 mm (3'-0")
in all sorts of soils (exculding rock) and laying cement conrete
(1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4
benching and channel 100 mm thick as per Standard
specification and including cost and conveyance of all materials
like cement, sand, bricks, water etc., to site, cost of seigniorage
charges on all materials and all incidental and operational,
labour charges like mixing cement mortar, constructing masonry,
lift charges, curing , overheads & contractors profit etc., complete
for finished item of work as per Standard specification.
5 Supplying and fixing of 4" (101.6mm) multi floor trap with jali 152 NO 139.00 21128.00
- UPVC/SWR pipe fittings as per site requirements with
standard practice for all floors including cost and conveyance of
all materials to site, labour charges , overheads & contractors
6 Supplying and fixing approved make wash down European 32 NO 5000.00 160000.00
Water Closet of 1st quality conforming to IS:2556-Part-2-2004 of
white glazed with 'S' trap,supplying and fixing best Indian make
plastic seat and lid for European water closets with rubber or
plastic Buffers as per IS 2548-1996 and 10 litres capacity single
flush PVC low level cistern with internal components and fixed
using required size of nails and screws, 15 mm brass angle stop
valve of quarter turn spindle type of not less than 400 grams
weight with internal threaded conforming to IS 8931, 15mm PVC
connections with brass union nuts CP coated including cost and
conveyance of all materials to site, overheads & contractors profit
etc., complete for finished item of work for all floors.
7 Supplying and fixing 580mm x 440mm long Orissa pan white 15 NO 4276.00 64140.00
glazed Water Closet 1st quality ISI marked confirming to IS:2556-
Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer
with brick - ISI mark and providing masonry seat, CC squatting
plate and 10 litres capacity single flush PVC low level cistern
Parryware or equivalent with internal components fixed on 2 Nos.
of teak wood blocks of size 76.20mm x 101.60mm using required
size of nails, screws as approved by Engineer-in-charge, angle
stop cock 12.70mm dia. first quality Indian make heavy duty
Seiko/Senior/Nice or equivalent, 12.70mm PVC connection with
brass union nuts CP coated , 31.75mm brass plumber union, P
trap or S trap of Indian W.C. shall be encased on CC (1:2:4)
150mm alround well above the joint to stop leakage at the joint
etc., complete including cost and conveyance of all materials to
site, cost of CC bed, labour charges and seigniorage charges,
overheads & contractors profit etc., complete for finished item of
work.
550mm x 400mm with waste fittings like rubber plug, chain, 32
mm nominal size C.P. Fitting with parallel pipe thread conforming
to IS:2963-1979 and fitted with 15 mm nominal bore Chromium
Plated Pillar Tap of 1st quality Indian make heavy duty complete
with standard CI brackets including wooden blocks ,1 No.15mm
PVC connection with brass union nuts CP coated , 15 mm brass
angle stop valve of quarter turn spindle type of not less than 400
grams weight with internal threaded conforming to IS 8931, 30
mm nominal size dia PVC flexible waste pipe of 914.4 mm length
of Ist quality including cost and conveyance of all materials to
site, labour charges , overheads & contractors profit for finished
item of work
9 Supplying and fixing CP finish brass soap dish of approved 63.00 NO 239.00 15057.00
make ISI quality with CP screws etc., complete including cost
and conveyance of all materials, labour charges for fixing ,
overheads & contractors profit for finished item of work in all
floors
10 Supplying and fixing TV shape mirror with plastic frame of 32.00 NO 540.00 17280.00
size 609.6mm x 457.2mm, plywood back with NP screws 1st
quality including cost and conveyance of all materials, labour
charges, overheads & contractors profit for finished item of work
in all floors.
12 Supplying and fixing 15 mm brass body CP finish bib tap of 62.00 NO 403.00 24986.00
not less than 300 grams weight screw type (full turn) with
internal / external threaded connection conforming to IS 8931 as
approved by the Engineer-In-Charge including cost and
contractors profit complete for finished item of work in all floors.
and wall hook with 7 - 10 years warranty with necessary fittings
etc., complete including cost and conveyance of all materials,
labour charges, overheads & contractor profit complete for

requirement of ASTM-D 2846 and are produced in CTS (Copper
Tube Sizes 1/2" to 2") for hot and cold water (IS 15778:2007)
a) 15.90mm OD pipe 162.00 Rmt 69.00 11178.00
b) 22.20mm OD pipe 343.00 Rmt 106.00 36358.00
c) 28.60mm OD pipe 100.00 Rmt 164.00 16400.00
d) 34.90mm OD pipe 73.00 Rmt 260.00 18980.00
16 Supplying and fixing 65 mm Nominal Bore GI pipe Medium 60.00 Rmt 858.00 51480.00
Grade properties & weight as per IS 1239 in ground or on wall
with GI fittings such as elbows tees couplings, nipples, plugs
including excavation for trenches and refilling the trenches
,chiselling masonry walls and making good the walls & floors to
the original surface and fixing MS clamps on TW blocks on walls
charges , overheads & contractors profit complete for finished
item of work except for GI bends union and GI connectors with
checkout and socket Tata or Zenith make or equivalent

equivalent UPVC Pipes and Fittings SCH-40 Grade to meet the
requirement of ASTM-D 2846 for hot and cold water (IS
17 80 mm Dia 45.00 Rmt 966.00 43470.00
18 100mm Dia 25.00 Rmt 1051.00 26275.00

Globe valves as per IS-778 Class - I , Indian make heavy type
including cost and conveyance of all materials, labour charges,

20 Supplying and fixing of SWR PVC pipes (Prince/ Sudhakar/

Kisan/ Supreme or any ISI brand) 4 Kg/Sq.cm. and fixing all
special such as plain bends, off sets, door bends, single
junctions, double junctions as per site requirement, fixing with
PVC clamps if necessary with required number of Bombay nails
item of work at all floor levels. (APSS No. 1302 1319 & 1326)
a) 75mm dia 176.00 Rmt 169.00 29744.00
b) 110mm dia 128.00 Rmt 243.00 31104.00
polyetheylene water storage tank with double layer approved
brand and manufacture with cover and suitable locking
arrangement and making necessary holes for inlet and outlets
and over flow pipes but without fittings and base support for
tanks including cost and conveyance of all materials and labour
item of work.

finished item of work at all floor levels.110 mm Dia
Sub Total (WS): 1174144.00

Detailed Estimate for Senior Hostel building - Ground Floor
F3 2 1.900 1.900 2.500 18.05
F4 26 2.150 2.150 2.500 300.46
F5 10 2.350 2.350 2.500 138.06
F6 68 2.550 2.550 2.500 1105.43
F7 60 2.750 2.750 2.500 1134.38
F8 34 3.000 3.000 2.500 765.00
CF1 9 2.550 4.800 2.500 275.40
CF2 3 3.225 4.750 2.500 114.89
CF3 2 2.550 4.600 2.500 58.65
CF4 3 5.275 5.550 2.500 219.57
CF5 6 4.975 8.350 2.500 623.12
For basement
Alround the bldg 3 145.253 0.600 0.750 196.09
Deductions
F5 -7 2.350 0.600 0.750 -7.40
F6 -32 2.550 0.600 0.750 -36.72
F7 -58 2.750 0.600 0.750 -71.78
F8 -44 3.000 0.600 0.750 -59.40
CF5 -3 4.975 0.600 0.750 -6.72
4767.08
For 1 Block 4767.08
Say 4768.00 Cum

Deductions
a Qty as per PCC (1:4:8) -285.180
b Qty as per PCC (1:5:10) -217.000
e
Qty as per VPCC Wall upto G.L -10.81
level 0.000 -1707.03
3060.973 3060.97
Say 3061.00 Cum
Basement Filling
1.94
Qty Same as Ceramic tile flooring 1 2.160 0.900
705.28
Qty Same as Chequered flooring 1 1175.5 0.600
1052.55
Say 1053.00 Cum
4113.55
Say 4114.00 Cum
APMSIDC-MTM SRG-DET-GF 1597 OF 3032


1730.00 Cum

Say 2384.00 Cum

F3 2 1.900 1.900 0.150 1.08
F4 26 2.150 2.150 0.150 18.03
F5 10 2.350 2.350 0.150 8.28
F6 68 2.550 2.550 0.150 66.33
F7 60 2.750 2.750 0.150 68.06
F8 34 3.000 3.000 0.150 45.90
CF1 9 2.550 4.800 0.150 16.52
CF2 3 3.225 4.750 0.150 6.89
CF3 2 2.550 4.600 0.150 3.52
CF4 3 5.275 5.550 0.150 13.17
CF5 6 4.975 8.350 0.150 37.39
223.00 285.18
For 1 Block 285.18
Say 300.00 Cum
5 PCC (1:5:10)
Horizontal
B1-G1(TYP) 3 2 21.700 0.450 0.150 8.79
A3-G3(TYP) 3 2 22.275 0.450 0.150 9.02
A6-D6 3 1 7.675 0.450 0.150 1.55
I1-P1(TYP) 3 4 28.451 0.450 0.150 23.05
Secondary Beam 3 1 4.600 0.450 0.150 0.93
Corridor Beam 3 15 2.600 0.450 0.150 7.90
Verticals
D1-D4(TYP) 3 12 9.400 0.450 0.150 22.84
A3-A6(TYP) 3 2 6.750 0.450 0.150 2.73
D4-D6 3 1 2.500 0.450 0.150 0.51
C2-C3(TYP) 3 1 1.800 0.450 0.150 0.36
Secondary Beam 3 2 3.340 0.450 0.150 1.35
Secondary Beam 3 1 2.540 0.450 0.150 0.51
Connecting corridors 2 1 5.950 0.450 0.150 0.80
Deduct columns-C1 3 -77 0.300 0.450 0.150 -4.68
Deduct columns-C1 3 -77 0.450 0.450 0.150 -7.02
Deduct columns-C2 3 -104 0.300 0.450 0.150 -6.32
Deduct columns-C2 3 -104 0.600 0.450 0.150 -12.64
Under Flooring
0.22
Qty Same as Ceramic tile flooring 1 2.160 0.100
117.55
Qty Same as Chequered flooring 1 1175.5 0.100
205.84
For 1 Block 205.84
Say 217.00 Cum

under lintels
Lift 2 2 0.300 0.225 0.150 0.04
W2 2 3 0.300 0.225 0.150 0.06
W3 2 7 0.300 0.225 0.150 0.14
W4 2 1 0.300 0.225 0.150 0.02
JW1 2 1 0.300 0.225 0.150 0.02
SD 2 1 0.300 0.225 0.150 0.02
LD 4 4 0.300 0.225 0.150 0.16
D1 2 1 0.300 0.100 0.150 0.01
D4 2 4 0.300 0.100 0.150 0.04
D6 2 1 0.300 0.100 0.150 0.01
Lift 12 2 0.230 0.225 0.150 0.19
W2 4 3 0.230 0.225 0.150 0.09
W3 4 7 0.230 0.225 0.150 0.22
W4 4 1 0.230 0.225 0.150 0.03
JW1 4 1 0.230 0.225 0.150 0.03
SD 6 1 0.230 0.225 0.150 0.05
LD 18 4 0.230 0.225 0.150 0.56
D1 6 1 0.230 0.100 0.150 0.02
D4 6 4 0.230 0.100 0.150 0.08
D6 6 1 0.230 0.100 0.150 0.02
1.81
For 1 Block 1.81
Say 2.00 Cum
7 PCC for Steps

Staircase 3 18 1.500 0.300 0.150 3.65
3.65
For 1 Block 3.65
Say 4.00 cum
8 Sill slabs
Block-1
W2 1 3 2.100 0.225 0.100 0.14
W3 1 7 1.500 0.225 0.100 0.24
W4 1 1 1.200 0.225 0.100 0.03
0.41
For 1 Block 0.41
Say 1.00 cum
9 Platforms & Lofts

a Platforms
Block-1
Toilet 1 3.150 0.600 1.890
1.89
For 1 Block 1.89
Say 2.00 Sqm
Lofts
Block-1
Watchman room 1 1 1.500 0.600 0.900
Electrical Room 1 1 1.500 0.600 0.900
Visitors Room 1 1 1.500 0.600 0.900
Store 1 1 1.500 0.600 0.900
3.60
For 1 Block 3.60

Say 4.00 Sqm

Say 6.00 Sqm

Watchman room 3 1 1.500 0.600 2.700
Electrical Room 3 1 1.500 0.600 2.700
Visitors Room 3 1 1.500 0.600 2.700
Store 3 1 1.500 0.600 2.700
10.80
For 1 Block 10.80
Say 11.00 Sqm
10 VPCC (1:3:6)
i Foundation
Under VPPCC wall Alround
external
Foundation
Alround the bldg 3 145.253 0.305 0.600 79.74
Deductions
Ded for col C1 -58 0.300 0.305 0.600 -3.18
Ded for col C2 -41 0.600 0.305 0.600 -4.50
72.06
For 1 Block 72.06
Say 73.00 Cum
ii Basement
Under VPPCC wall Alround
external
Alround the Building Below PCC
wall 3 145.253 0.305 1.225 162.81
Deductions
Ded for col C1 -58 0.300 0.305 1.225 -6.50
Ded for col C2 -41 0.600 0.305 1.225 -9.19
147.12
For 1 Block 147.12
Say 148.00 Cum
11 VRCC M25 grade

Footings
F3 2 1.900 1.900 0.400 2.89
F4 26 2.150 2.150 0.475 57.09
F5 10 2.350 2.350 0.475 26.23
F6 68 2.550 2.550 0.550 243.19
F7 60 2.750 2.750 0.550 249.56
F8 34 3.000 3.000 0.625 191.25
CF1 9 2.550 4.800 0.650 71.60
CF2 3 3.225 4.750 0.650 29.87
CF3 2 2.550 4.600 0.650 15.25
CF4 3 5.275 5.550 0.650 57.09
CF5 6 4.975 8.350 0.650 162.01
223 1106.04
For 1 Block 1106.04
Say 1107.00 Cum

a Footings
F3 2 1.900 1.900 0.400 2.89
F4 26 2.150 2.150 0.475 57.09
F5 10 2.350 2.350 0.475 26.23
F6 68 2.550 2.550 0.550 243.19
F7 60 2.750 2.750 0.550 249.56
F8 34 3.000 3.000 0.625 191.25
200 770.21
For 1 Block 770.21
Say 771.00 Cum
b Raft concrete
CF1 9 2.550 4.800 0.650 71.60
CF2 3 3.225 4.750 0.650 29.87
CF3 2 2.550 4.600 0.650 15.25
CF4 3 5.275 5.550 0.650 57.09
CF5 6 4.975 8.350 0.650 162.01
23 335.82
For 1 Block 335.82
Say 336.00 Cum
c Pedestals
C1 77 0.900 0.900 0.600 37.42
C2 104 0.900 0.900 0.600 50.54
87.97
For 1 Block 87.97
Say 88.00 Cum
d Plinth Beams
Horizontal
B1-G1(TYP) 3 2 21.700 0.230 0.400 11.98
A3-G3(TYP) 3 2 22.275 0.230 0.400 12.30
A6-D6 3 1 7.675 0.230 0.400 2.12
I1-P1(TYP) 3 4 28.451 0.230 0.400 31.41
Secondary Beam 3 1 4.600 0.230 0.400 1.27
Corridor Beam 3 15 2.600 0.230 0.400 10.76
Verticals
D1-D4(TYP) 3 12 9.400 0.230 0.400 31.13
A3-A6(TYP) 3 2 6.750 0.230 0.400 3.73
D4-D6 3 1 2.500 0.230 0.400 0.69
C2-C3(TYP) 3 1 1.800 0.230 0.400 0.50
Secondary Beam 3 2 3.340 0.230 0.400 1.84
Secondary Beam 3 1 2.540 0.230 0.400 0.70
Deduct columns-C1 3 -77 0.300 0.230 0.400 -6.38
Deduct columns-C1 3 -77 0.450 0.230 0.400 -9.56
Deduct columns-C2 3 -104 0.300 0.230 0.400 -8.61
Deduct columns-C2 3 -104 0.600 0.230 0.400 -17.22
67.75
For 1 Block 67.75
Say 68.00 Cum
12 VRCC M25 grade

a Columns
i Columns Upto GL
C1 77 0.300 0.450 0.500 5.20

C2 104 0.300 0.600 0.500 9.36
181 0.00
For 1 Block 0.00
Say 0.00 Cum
i Columns Upto GL
C1 77 0.300 0.450 0.775 8.06
C2 104 0.300 0.600 0.775 14.51
181 22.56
For 1 Block 22.56
Say 23.00 Cum

C1 77 0.300 0.450 2.100 21.83
C2 104 0.300 0.600 2.100 39.31
61.14
For 1 Block 61.14
Say 61.00 Cum
iii Columns Upto PB Top to roof
slab bottom
C1 77 0.300 0.450 2.875 29.89
C2 104 0.300 0.600 2.875 53.82
181 83.71
For 1 Block 83.71
Say 84.00 Cum

i Upto G.L 23.00
168.00
Say 168.00 Cum
b Lintels
Lift 1 2 1.660 0.225 0.175 0.13
W2 1 3 1.960 0.225 0.175 0.23
W3 1 7 1.660 0.225 0.175 0.46
W4 1 1 1.360 0.225 0.175 0.05
JW1 1 1 1.710 0.225 0.175 0.07
SD 1 1 1.210 0.225 0.175 0.05
LD 1 4 1.660 0.225 0.175 0.26
D1 1 1 2.260 0.100 0.175 0.04
D4 1 4 1.510 0.100 0.175 0.11
D6 1 1 1.260 0.100 0.175 0.02
1.42
For 1 Block 1.42
Say 2.00 Cum
13 VRCC M25 grade

a Roof Beams
Horizontal
B1-G1(TYP) 3 2 21.700 0.230 0.425 12.73
A3-G3(TYP) 3 2 22.275 0.230 0.425 13.06
A6-D6 3 1 7.675 0.230 0.425 2.25
I1-P1(TYP) 3 4 28.451 0.230 0.425 33.37
Secondary Beam 3 2 1.250 0.230 0.425 0.73

Secondary Beam 3 1 4.600 0.230 0.425 1.35
Corridor Beam 3 15 2.600 0.230 0.425 11.44
Verticals
D1-D4(TYP) 3 12 9.400 0.230 0.425 33.08
A3-A6(TYP) 3 2 6.750 0.230 0.425 3.96
D4-D6 3 1 2.500 0.230 0.425 0.73
C2-C3(TYP) 3 1 1.800 0.230 0.425 0.53
Secondary Beam 3 1 2.720 0.230 0.425 0.80
Secondary Beam 3 1 1.800 0.230 0.425 0.53
Secondary Beam 3 4 3.340 0.230 0.425 3.92
Secondary Beam 3 1 2.540 0.230 0.425 0.74
Deduct columns-C1 3 -77 0.300 0.230 0.425 -6.77
Deduct columns-C1 3 -77 0.450 0.230 0.425 -10.16
Deduct columns-C2 3 -104 0.300 0.230 0.425 -9.15
Deduct columns-C2 3 -104 0.600 0.230 0.425 -18.30
76.00
For 1 Block 76.00
Say 77.00 Cum
b Roof slab
Block 1,2,3
Corridor 3 1 48.880 1.800 263.95
Corridor 1 1 36.530 2.600 94.98
358.93
For 1 Block 358.93
Say 359.00 Sqm

Total Area 1 1 1580.000 1580.00
Deductions
St.Case 3 -1 4.200 3.400 -42.84
St.Case 3 -1 4.300 3.400 -43.86
Lift 3 -2 2.000 2.600 -31.20
PHE Shaft 3 -1 1.250 0.700 -2.63
Ele Shaft 3 -1 0.300 0.600 -0.54
Deduct 125mm slab -358.93
1458.94
For 1 Block 1458.94
Say 1459.00 Sqm

Staircase 3 6 3.089 1.500 83.395
Mid landing 3 2 3.400 1.500 30.600
113.99
For 1 Block 113.99
Say 114.00 Sqm
14 Sunshades
Block 1
W2 1 3 2.100 6.30
W3 1 7 1.500 10.50
W4 1 1 1.200 1.20
18.00
For 1 Block 18.00

Say 18.00 RM

Block-1
stair case 1 3 7.675 0.225 2.475 12.82
Deduct columns 1 -5 0.450 0.225 2.475 -1.25
Deduct columns 1 -3 0.300 0.225 2.475 -0.50
Phc Shaft 1 2 1.700 0.225 2.475 1.89
Elec Shaft 1 1 1.500 0.225 2.475 0.84
Elec Room 1 2 4.650 0.225 2.475 5.18
Reception to Stcase 1 1 11.025 0.225 2.475 6.14
Visitors room 1 1 16.775 0.225 2.475 9.34
Store 1 1 2.000 0.225 2.475 1.11
Lift 1 1 4.200 0.225 2.475 2.34
Staircase 1 1 4.300 0.225 2.475 2.39
Verticals
stair case 1 1 3.400 0.225 0.300 0.23
stair case-V 1 1 3.795 0.225 2.475 2.11
Deduct columns 1 -2 0.600 0.225 2.475 -0.67
Watchman to elec room 1 1 6.350 0.225 2.475 3.54
Phc Shaft 1 2 0.900 0.225 2.475 1.00
Visitors Room-V 1 1 3.800 0.225 2.475 2.12
Deduct columns 1 -2 0.450 0.225 2.475 -0.50
Lift 1 2 2.600 0.225 2.475 2.90
Lift 1 1 3.800 0.225 2.475 2.12
Deduct columns 1 -2 0.600 0.225 2.475 -0.67
Corridor 1 1 2.400 0.225 2.475 1.34
Stcase 1 3 3.800 0.225 2.475 6.35
Block 2&3
Horizontal
Staircase 2 2 7.657 0.225 2.475 17.06
Deduct columns 2 -2 0.450 0.225 2.475 -1.00
Staircase right side 2 3 6.600 0.225 2.475 22.05
Deduct columns-C2 2 -3 0.450 0.225 2.475 -1.50
Deduct columns-C2 2 -4 0.300 0.225 2.475 -1.34
Lift 2 2 4.400 0.225 2.475 9.80
Verticals
Staircase 2 2 3.400 0.225 0.300 0.92
Verticals 2 2 3.800 0.225 2.475 8.46
Deduct columns 2 -6 0.450 0.225 2.475 -3.01
Deductions
Block 1
Lift 1 -2 1.200 0.225 2.100 -1.13
W2 1 -3 1.500 0.225 1.300 -1.32
W3 1 -7 1.200 0.225 1.300 -2.46
W4 1 -1 0.900 0.225 1.300 -0.26
JW1 1 -1 1.250 0.225 1.300 -0.37
SD 1 -1 0.750 0.225 0.600 -0.10
Block 2&3
Deductions
LD 2 -2 1.200 0.225 2.100 -2.27
Lintels
Block 1
Lift 1 -2 1.660 0.225 0.175 -0.13
W2 1 -3 1.960 0.225 0.175 -0.23
W3 1 -7 1.660 0.225 0.175 -0.46

W4 1 -1 1.360 0.225 0.175 -0.05
JW1 1 -1 1.710 0.225 0.175 -0.07
SD 1 -1 1.210 0.225 0.175 -0.05
Block 2,3
LD 2 -2 1.660 0.225 0.175 -0.26
102.45
For 1 Block 102.45
Say 103.00 Cum

block 1
watchman 1 1 2.450 2.850 6.98
Toilet @watchman 1 1 3.000 2.850 8.55
Electrical Room 1 1 2.000 2.475 4.95
Visitors Room L Shape 1 1 8.800 2.850 25.08
Store room 1 1 3.450 2.475 8.54
Double Wall
Visitors to store 1 1 11.975 2.475 29.64
Reception 1 1 4.225 2.475 10.46
Deductions
Block 1
D1 1 -1 1.800 2.100 -3.78
D4 1 -4 1.050 2.100 -8.82
D6 1 -1 0.800 2.100 -1.68
Lintels
Block 1
D1 1 -1 2.260 0.175 -0.40
D4 1 -4 1.510 0.175 -1.06
D6 1 -1 1.260 0.175 -0.22
78.24
For 1 Block 78.24
Say 79.00 sqm
17 TMT STEEL
mts level 359.0 80.000 0.125 Kgs/Sqm 3590.00
150mm thick Roof slab up to
3.60mt ht 1459.00 80.000 0.150 Kgs/Sqm 17508.00
Shelves 11.00 0.025 80.000 Kgs/Cum 22.00
203807.00
Say 203.80 MT
18 Mild Steel
RBM 79 2.000 Kgs/Sqm 158.00

158.00
Say 0.16 MT

Qty Same as Portico Area 1 10.35 6.450 66.76
439.76
Say 440.00 Sqm

Electrical Room 1 1 14.900 2.850 42.47
Watchman Room 1 1 13.000 2.850 37.05
Visitors Room 1 1 17.800 2.850 50.73
Store 1 1 10.300 2.850 29.36
Staire case Midlanding & Treads 3 2 15.450 2.850 264.20

Toilet 1 1 6.000 2.850 17.10
Block 1
In front of Elec Shaft 1 1 7.850 2.850 22.37
Infront of Staircase 1 2 5.500 2.850 31.35
In front of visitors Room 1 1 12.900 2.850 36.77
Waiting & Reception 1 1 22.450 2.850 63.98
Infront of Lift 1 1 11.000 2.850 31.35
Under Staircase 1 2 13.750 2.850 78.38
Connecting Corridors 1 1 77.500 2.850 220.875
Block 2&3
Under Staircase 2 2 4.375 2.850 49.88
lift area 2 3 9.400 2.850 160.74
Allround Columns
C1 3 2 1.500 2.850 25.65
C2 3 7 1.800 2.850 107.73
Beam sides H 3 8 9.970 0.300 71.78
Beam sides V 3 4 9.400 0.300 33.84
Deductions
D1 1 -1 0.900 2.100 -1.89
D4 1 -4 1.200 1.300 -6.24
D6 1 -1 0.600 0.500 -0.30
D6 1 -1 0.600 0.500 -0.30
JW1 1 -1 1.250 1.300 -1.63
SD 1 -1 0.750 0.600 -0.45
W2 1 -3 1.500 1.300 -5.85
W3 1 -7 1.200 1.300 -10.92
W4 1 -1 0.900 1.300 -1.17
V5 1 -1 0.600 0.500 -0.30
Ded for Dadooing with ceramic
tiles for Toilets -10.92
1344.15
For 1 Block 1344.15
Say 1345.00 Sqm

Alround external
Block-1&2&3 3 145.253 0.600 261.46
Between Blocks 3 5.900 0.600 10.62
272.08
For 1 Block 272.08
Say 273.00 Sqm
b Superstructure
BLOCK 1
RIGHT SIDE
Allround the Building 1 1 52.352 3.000 157.06
Deduct
Openings 1 -1 5.575 3.000 -16.73
Corridor 1 -1 2.600 3.000 -7.80
Corridor 1 -1 1.800 3.000 -5.40
Add
Corridor 1 1 2.600 0.825 2.15
Corridor 1 1 1.800 0.825 1.49
LEFT SIDE
Allround the Rooms Building 1 1 40.083 3.000 120.25
Openings 1 -3 1.800 3.000 -16.20
Corridor 1 -1 2.600 3.000 -7.80
Add
Corridor 3 -1 2.600 0.825 -6.44
BLOCK 2
Staircase 2 2 6.600 3.000 79.20
Staircase 2 4 7.675 3.000 184.20
Vertical Walls 2 2 9.400 3.000 112.80
Lift 2 1 4.400 3.000 26.40
Deductions
BLOCK 1
W4 1 -1 0.900 1.300 -1.17
W3 1 -7 1.500 1.300 -13.65
W2 1 -3 1.200 1.300 -4.68
JW1 1 -1 1.250 1.300 -1.63
602.05
For 1 Block 602.05
Say 603.00 Sqm
Flooring
Toilet 1 1 1.800 1.200 2.160
2.16
For 1 Block 2.16
Say 2.00 Sqm

Block 1
Electrical Room 1 1 4.650 2.800 13.02
Watchman Room 1 1 3.150 3.350 10.55
Visitors Room 1 1 5.550 3.350 18.59
Store 1 1 1.900 3.250 6.18
Block 1
In front of Elec Shaft 1 1 4.125 1.800 7.43

In front of visitors Room 1 1 5.550 1.800 9.99
Waiting & Reception 1 1 4.325 8.700 37.63
Infront of Lift 1 1 4.200 2.600 10.92
Under Staircase 1 2 4.375 3.450 30.19
Connencting Corridor 1 1 39.800 3.000 119.40
Block 2&3
Under Staircase 2 2 4.375 3.450 60.38
370.71
For 1 Block 370.71
Say 371.00 Sqm

Block 1
Stair case entrance 1 1 1.550 1.800 2.79
Staircase Midlanding 1 2 3.400 1.500 10.20
12.99
For 1 Block 12.99
Say 13.00 Sqm

2.00
Say 2.00 Sqm
26
High polished granite for sill slabs
Block 1
W2 1 3 1.500 0.225 1.01
W3 1 7 1.200 0.225 1.89
W4 1 1 0.900 0.225 0.20
3.11
For 1 Block 3.11
Say 4.00 Sqm
BLOCK-1 & 2
under lift 3 1 4.200 2.600 32.76
For 1 Block 32.76
Say 33.00 Sqm
28 Chequered tiles
Block 1
Parking 1 1 12.600 9.400 118.44
Parking 1 1 11.475 9.400 107.87
Parking 1 1 4.675 6.600 30.86
Ramp 1 1 3.800 1.500 5.70
Block 2&3
Parking 2 1 39.050 9.400 734.14
Ramp 2 1 3.800 1.500 11.40
Parking 2 1 7.675 8.550 131.24
1175.46
For 1 Block 1175.46
Say 1176.00 Sqm

a Treads
Staircase 6 18 1.500 0.300 48.60
48.60
For 1 Block 48.60
Say 49.00 Sqm
b Risers
Staircase 6 20 1.500 0.150 27.00
27.00
For 1 Block 27.00
Say 27.00 Sqm
Skirting
Block 1
Electrical Room 1 1 14.900 14.90
Watchman Room 1 1 13.000 13.00
Visitors Room 1 1 17.800 17.80
Store 1 1 10.300 10.30
Staire case Midlanding & Treads 3 2 15.450 92.70
Block 1
In front of Elec Shaft 1 1 7.850 7.85
Infront of Staircase 1 2 5.500 11.00
In front of visitors Room 1 1 12.900 12.90
Waiting & Reception 1 1 22.450 22.45
Infront of Lift 1 1 11.000 11.00
Under Staircase 1 2 13.750 27.50
Connencting Corridor 1 1 77.500 77.50
Block 2&3 0.00
Under Staircase 2 2 4.375 17.50
346.80
For 1 Block 346.80
Say 347.00 Rmt

30.90
For 1 Block 30.90
Say 31.00 Rmt

lift area 3 4.200 2.875 36.23
deductions
Lift Door -6 1.200 2.100 -15.12
21.11
For 1 Block 21.11
Say 22.00 Sqm

Block 1
Toilet 1 1 6.000 2.100 12.60
Deductions
D6 1 -1 0.800 2.100 -1.68

10.92
For 1 Block 10.92
Say 11.00 Sqm
all round the builing 3 1 145.300 1.000 435.90
connecting Corridor 1 2 5.900 1.000 11.80
447.70
For 1 Block 447.70
Say 448.00 Sqm
35 Railing
Block 1 2 &3
Staircase 3 2 6.000 0.900 32.40
corridor near lift 3 1 2.600 0.900 7.02
Corridor end walls 3 1 1.800 0.900 4.86
connecting Corridors 2 2 5.900 0.900 21.24
65.52
For 1 Block 65.52
Say 66.00 Sqm
36 Grip bar
Block 1,2,3
Staircase 3 2 12.600 75.60
75.60
For 1 Block 75.60
Say 76.00 Rmt

Roof beams
3 1 2.260 6.780
1 1 2.460 2.460
9.24
For 1 Block 9.24
Say 10.00 Rmt
38 Mastic pad
Plinth beams
3 1 2.260 0.400 2.712
1 1 2.460 0.400 0.984
Roof beams
3 1 2.260 0.400 2.712
1 1 2.460 0.400 0.984
7.39
For 1 Block 7.39
Say 8.00 Sqm
38 Aluminium sheet
Roof beams
3 1 2.260 6.780
1 1 2.460 2.460
9.24
For 1 Block 9.24
Say 10.00 Rmt

440.00
Say 440.00 Sqm
40 Wall putty
1345.00
Say 1345.00 Sqm
41
25% 0.00
0.00
Say 0.00 Sqm
faces of walls
1345.00
Say 1345.00 Sqm

plastering
876.00
Say 876.00 Sqm

D1 0.75 1 1.800 2.100 2.835
D4 0.75 4 1.050 2.100 6.615
9.45
For 1 Block 9.45
Say 10.00 Sqm

19.00 Sqm
Say 19.00 Sqm
S & F of Doors
46 D1 (1.8 X 2.10) 1 1.800 2.100 3.78
For 1 Block 3.78
Say 3.78 Sqm
D4 (1.05 X 2.10) 4 1.050 2.100 8.82

For 1 Block 8.82
Say 8.82 Sqm

D2 (1.05 X 2.10) 4 1.050 2.100 8.82
For 1 Block 8.82
Say 8.82 Sqm
48 D6 frame

D6 frame 1 5.000 5.00
5.00
For 1 Block 5.00
Say 5.00 RMT
49 D6(0.8 X 2.10) - shutter 1 0.800 2.100 1.68

For 1 Block 1.68
Say 1.68 sqm
50 Windows
W2 1 3 1.500 1.300 5.85
W3 1 7 1.200 1.300 10.92
W4 1 1 0.900 1.300 1.17
17.94
For 1 Block 17.94
51 Ventilators
V5 1 0.600 0.500 0.30
0.30
For 1 Block 0.30
Say 0.30 Sqm
52 JALLI WALLS
JW1 1 1 1.250 1.300 1.63
1.63
For 1 Block 1.63
1.63 Sqm

Kg/Sqm
W2 1 3 1.500 1.300 5.85
W3 1 7 1.200 1.300 10.92
W4 1 1 0.900 1.300 1.17
Ventilators
V5 1 1 0.600 0.500 0.30
18.24
For 1 Block 18.24
Say 19.00 Sqm
285.00 Kgs
54 Cupboards
Watchman room 3 1 1.500 2.100 9.45
Electrical Room 3 1 1.500 2.100 9.45
Visitors Room 3 1 1.500 2.100 9.45
Store 3 1 1.500 2.100 9.45
37.80
For 1 Block 37.80
Say 38.00 Sqm
Block Allround 3&4 2 1 37.000 3.000 222.00
Block Allround 3&4 2 1 36.600 3.000 219.60
C1 1 24 1.500 2.875 103.50
Beam sides H 2 4 28.126 0.300 67.50
Beam sides V 2 5 11.200 0.300 33.60

Corridor Beam sides V 2 5 11.200 0.300 33.60
Deductions
W2 3 -3 1.500 1.300 -17.55
JW1 3 -1 1.000 1.300 -3.90
V5 3 -1 0.600 0.500 -0.90
657.45
For 1 Block 657.45
Say 658.00 Sqm

PROPOSED HOSTEL BUILDING FOR BOYS & GIRLS SENIOR STUDENTS
Detailed Estimate for Senior Hostel building - First Floor

under lintels
Block 1,2&3
D5 6 1 0.300 0.225 0.175 0.07
W3 6 30 0.300 0.225 0.175 2.13
V5 6 8 0.300 0.225 0.175 0.57
JW1 6 1 0.300 0.225 0.175 0.07
SD 6 1 0.300 0.225 0.175 0.07
LD 6 2 0.300 0.225 0.175 0.14
Block 1
D4 2 11 0.300 0.100 0.175 0.12
D6 2 7 0.300 0.100 0.175 0.07
Block 2,3&4
D4 4 20 0.300 0.100 0.175 0.42
D6 4 25 0.300 0.100 0.175 0.53
V3 4 20 0.300 0.100 0.175 0.42
Block 1,2&3
D5 0 1 0.230 0.225 0.175 0.00
W3 18 30 0.230 0.225 0.175 4.89
V5 12 8 0.230 0.225 0.175 0.87
JW1 6 1 0.230 0.225 0.175 0.05
SD 12 1 0.230 0.225 0.175 0.11
LD 18 2 0.230 0.225 0.175 0.33
Block 1 18
D4 11 0.230 0.100 0.175 0.00
D6 7 0.230 0.100 0.175 0.00
Block 2,3&4 6
D4 20 0.230 0.100 0.175 0.00
D6 12 25 0.230 0.100 0.175 1.21
V3 12 20 0.230 0.100 0.175 0.97
13.02
For 1 Block 13.02
Say 14.00 Cum
2 PCC for Steps

Staircase 3 18 1.500 0.300 0.150 3.65
3.65
For 1 Block 3.65
Say 4.00 cum
3 sill slabs
Block 1,2&3
W3 3 30 1.500 0.225 0.100 3.04
V3 3 20 1.500 0.225 0.100 2.03
V5 3 8 0.900 0.225 0.100 0.49
5.55
For 1 Block 5.55
Say 6.00 cum
4 Platforms & Lofts
a Platforms
Block 1
Toilet 1 1 3.150 0.600 1.890
APMSIDC-MTM SRG-DET-FF 1614 OF 3032

Toilet In hostel Warden 1 1 0.750 0.600 0.450
Block 2,3
Toilet 2 1 3.150 0.600 3.780
6.12
For 1 Block 6.12
Say 7.00 Sqm
Lofts
Block 1
Store Room 1 1 3.000 0.600 1.800
Study Room 1 1 3.000 0.600 1.800
Warden Room 1 1 3.000 0.600 1.800
Block 2,3
Room 2 20 3.600 0.600 86.400
91.80
For 1 Block 91.80
Say 92.00 Sqm

Say 99.00 Sqm

Block-1 &2
Block 1
Store Room 3 1 3.000 0.450 4.050
Study Room 3 1 3.000 0.450 4.050
Warden Room 3 1 3.000 0.450 4.050
Block 2,3
Room 6 20 3.600 0.450 194.400
206.55
For 1 Block 206.55
Say 207.00 Sqm
5 VRCC M25 grade

a Columns
Columns slab Top to Roof slab
bottom
C1 77 0.300 0.450 2.875 29.886

C2 104 0.300 0.600 2.875 53.820
181 83.71
For 1 Block 83.71
Say 84.00 Cum
b Lintels
Block 1,2&3
D5 3 1 1.360 0.225 0.175 0.16
W3 3 30 1.660 0.225 0.175 5.88
V5 3 8 1.060 0.225 0.175 1.00
JW1 3 1 1.710 0.225 0.175 0.20
SD 3 1 1.210 0.225 0.175 0.14
LD 3 2 1.660 0.225 0.175 0.39
Block 1
D4 1 11 1.510 0.100 0.175 0.29
D6 1 7 1.260 0.100 0.175 0.15
Block 2,3&4
D4 2 20 1.510 0.100 0.175 1.06
D6 2 25 1.260 0.100 0.175 1.10
V3 2 20 1.660 0.100 0.175 1.16
533 11.55
For 1 Block 11.55
Say 12.00 Cum
6 VRCC M25 grade

a Roof Beams
Horizontal
B1-G1(TYP) 3 2 21.700 0.230 0.425 12.73
A3-G3(TYP) 3 2 22.275 0.230 0.425 13.06
A6-D6 3 1 7.675 0.230 0.425 2.25
I1-P1(TYP) 3 4 28.451 0.230 0.425 33.37
Secondary Beam 3 2 1.250 0.230 0.425 0.73
Secondary Beam 3 1 4.600 0.230 0.425 1.35
Corridor Beam 3 15 2.600 0.230 0.425 11.44
Verticals
D1-D4(TYP) 3 12 9.400 0.230 0.425 33.08
A3-A6(TYP) 3 2 6.750 0.230 0.425 3.96
D4-D6 3 1 2.500 0.230 0.425 0.73
C2-C3(TYP) 3 1 1.800 0.230 0.425 0.53
Secondary Beam 3 1 2.720 0.230 0.425 0.80
Secondary Beam 3 1 1.800 0.230 0.425 0.53
Secondary Beam 3 4 3.340 0.230 0.425 3.92
Secondary Beam 3 1 2.540 0.230 0.425 0.74
Deduct columns-C1 3 -77 0.300 0.230 0.425 -6.77
Deduct columns-C1 3 -77 0.450 0.230 0.425 -10.16

Deduct columns-C2 3 -104 0.300 0.230 0.425 -9.15
Deduct columns-C2 3 -104 0.600 0.230 0.425 -18.30
76.00
For 1 Block 76.00
Say 77.00 Cum
b Roof slab
Block 1,2,3
Corridor 3 1 48.880 1.800 263.95
Corridor 1 1 36.530 2.600 94.98
358.93
For 1 Block 358.93
Say 359.00 Sqm

Total Area 1 1 1580.000 1580.00
Deductions
St.Case 3 -1 4.200 3.400 -42.84
St.Case 3 -1 4.300 3.400 -43.86
Lift 3 -2 2.000 2.600 -31.20
PHE Shaft 3 -1 1.250 0.700 -2.63
Ele Shaft 3 -1 0.300 0.600 -0.54
1100.01
For 1 Block 1100.01
Say 1101.00 Sqm

Staircase 3 2 3.089 1.500 27.798
Mid landing 6 2 3.400 1.500 61.200
89.00
For 1 Block 89.00
Say 89.00 Sqm
7 Sunshades

Block 2,3&4
W3 3 30 1.500 135.00
V5 3 5 0.900 13.50
148.50
For 1 Block 148.50
Say 149.00 RM

Block 1,2&3
LEFT SIDE
Horizontal
Grid A1-D1(TYP) 3 2 7.475 0.225 2.475 24.98
Deduct columns 3 -2 0.450 0.225 2.475 -1.50
Grid A3-C3 3 2 4.800 0.225 2.475 16.04
Deduct columns-C2 3 -2 0.450 0.225 2.475 -1.50
Grid D1-E1(TYP) 3 2 4.225 0.225 2.475 14.12
Grid E1-F1(TYP) 3 2 5.550 0.225 2.475 18.54
Grid F1-G1(TYP) 3 2 4.275 0.225 2.475 14.28
Elec & PHE SHAFT 3 1 1.450 0.225 2.475 2.42
Verticals
Grid A3-A6(TYP) 3 2 6.750 0.225 2.475 22.55
Deduct columns 3 -2 0.300 0.225 2.475 -1.00
Grid D3-D4(TYP) 3 2 3.800 0.225 2.475 12.70
Deduct columns 3 -3 0.300 0.225 2.475 -1.50
Deduct columns 3 -1 0.450 0.225 2.475 -0.75
Grid D1-D2(TYP) 3 2 3.800 0.225 2.475 12.70
Deduct columns 3 -4 0.450 0.225 2.475 -3.01
Drying Area 3 1 2.950 0.225 2.475 4.93
Drying Area 3 1 2.475 0.225 0.300 0.50
Corridor Wall 3 1 1.800 0.225 0.300 0.36
Shaft 3 1 1.300 0.225 3.000 2.63
Stair Case 3 1 3.400 0.225 0.300 0.69
RIGHT SIDE
Horizontal
Grid H7-K7(typ) 3 2 11.675 0.225 2.475 39.01
Deduct columns 3 -3 0.300 0.225 2.475 -1.50
Grid K7-L7(typ) 3 2 5.380 0.225 2.475 17.98
Grid L7-M7(typ) 3 2 4.125 0.225 2.475 13.78
Grid M7-N7(typ) 3 1 5.700 0.225 2.475 9.52
lift-h 3 3 4.100 0.225 2.475 20.55
Corridor Wall 3 1 1.800 0.225 0.300 0.36
Verticals
Verticals 3 2 3.800 0.225 2.475 12.70
Deduct columns 3 -4 0.450 0.225 2.475 -3.01
Lift 3 3 3.000 0.225 2.475 15.04
Deduct columns 3 -4 0.300 0.225 2.475 -2.00
Corridor Wall 3 1 2.600 0.225 0.300 0.53
Stair Case 3 1 3.400 0.225 0.300 0.69
Connecting Corridor 3 2 5.900 0.225 0.300 2.39
Block 1,2&3
Deductions
D5 3 -1 0.900 0.225 2.100 -1.28
W3 3 -30 1.200 0.225 1.300 -31.59
V5 3 -8 0.600 0.225 0.500 -1.62
JW1 3 -1 1.250 0.225 1.300 -1.10
SD 3 -1 0.750 0.225 0.600 -0.30

LD 3 -2 1.200 0.225 2.100 -3.40
Lintels
Block 1,2&3
D5 3 -1 1.360 0.225 0.175 -0.16
W3 3 -30 1.660 0.225 0.175 -5.88
V5 3 -8 1.060 0.225 0.175 -1.00
JW1 3 -1 1.710 0.225 0.175 -0.20
SD 3 -1 1.210 0.225 0.175 -0.14
LD 3 -2 1.660 0.225 0.175 -0.39
217.13
For 1 Block 217.13
Say 218.00 Cum
9
100 mm thick brick masonry walls
Block 1,2&3
LEFT SIDE
Horizontal
Grid D2-G2(typ) 3 2 14.400 2.475 213.84
Deduct columns-C2 3 -4 0.300 2.475 -8.91
Anti Room 3 4 1.500 2.850 51.30
Baths & Wcs 3 6 1.500 2.100 56.70
DW 3 1 0.975 2.475 7.24
Verticals
Room(TYP) 3 6 3.800 2.850 194.94
Ante Room(TYP) 3 4 3.800 2.475 112.86
Deduct columns 3 -8 0.450 2.475 -26.73
Baths & Wcs 3 2 4.350 2.100 54.81
Cubbord 3 16 0.600 2.100 60.48
Platforms 3 2 0.600 0.900 3.24
Double Wall
Grid D1-E1(TYP) 3 2 4.225 2.550 64.64
Grid E1-F1(TYP) 3 2 5.550 2.470 82.25
Grid F1-G1(TYP) 3 2 4.275 2.550 65.41
RIGHT SIDE
Horizontal
Anti Room 3 6 1.500 2.850 76.95
Grid H8-K8(typ) 3 2 11.305 2.550 172.97
Deduct columns 3 -3 0.300 2.550 -6.89
Grid K8-L8(typ) 3 2 5.450 2.470 80.77
Grid L8-M8(typ) 3 2 4.195 2.550 64.18
Verticals
Room(TYP) 3 8 3.800 2.850 259.92
Ante Room(TYP) 3 6 3.800 2.550 174.42
Deduct columns 3 -12 0.450 2.550 -41.31
Cubbord 3 24 0.600 2.100 90.72
Double Wall
Grid H7-K7(typ) 3 2 11.675 2.550 178.63
Deduct columns 3 -3 0.300 2.550 -6.89
Grid K7-L7(typ) 3 2 5.380 2.470 79.73
Grid L7-M7(typ) 3 2 4.125 2.550 63.11
Grid M7-N7(typ) 3 1 5.700 2.550 43.61
Block 1
Deductions
D4 1 -11 1.050 2.100 -24.26
D6 1 -7 0.800 2.100 -11.76

Lintels
Block 1
D4 1 -11 1.510 0.175 -2.91
D6 1 -7 1.260 0.175 -1.54
Block 1,2&3
Deductions
D4 2 -20 1.050 2.100 -88.20
D6 2 -25 0.800 2.100 -84.00
V3 2 -20 1.200 0.500 -24.00
Lintels
Block 2,3&4
D4 2 -20 1.510 0.175 -10.57
D6 2 -25 1.260 0.175 -11.03
V3 2 -20 1.660 0.175 -11.62
1892.12
For 1 Block 1892.12
Say 1893.00 sqm
10 TMT STEEL
mts level 358.9 80.000 0.125 Kgs/Sqm 3589.30
mts level 1100.01 80.000 0.150 Kgs/Sqm 13200.06
Lintels 11.55 80.000 Kgs/Cum 923.89
Shelves 206.55 0.025 80.000 Kgs/Cum 413.10
68391.49
Say 68.40 MT
11 Mild Steel
RBM 1893 2.000 Kgs/Sqm 3786.00
3861.60
Say 3.86 MT
flooring 462.00
Qty Same waist slab 89.00
1308.00
Say 1308.00 Sqm

Block 1
Hostel Warden 1 1 12.750 2.850 36.338
Hostel Office 1 1 16.270 2.850 46.370
Study Room 1 1 15.350 2.850 43.748
Study Room 1 1 35.500 2.850 101.175
TV Room Music 1 1 41.150 2.850 117.278

Store Room 1 1 15.350 2.850 43.748
Indoor sports 1 1 50.000 2.850 142.500
Block 2,3
LEFT SIDE
Room 2 8 12.150 2.850 554.040
Ante Room 2 8 6.250 2.850 285.000
RIGHT SIDE
Room 2 12 12.150 2.850 831.060
Ante Room 2 12 6.250 2.850 427.500
Block 1 2 &3
LEFT SIDE
Corridor 3 1 37.450 2.850 320.198
Drying Area 3 1 15.775 2.850 134.876
DW 3 1 4.320 2.850 36.936
RIGHT SIDE
Corridor 3 1 44.100 2.850 377.055
Infront of Lift 3 1 11.000 2.850 94.050
Beside Lift 3 1 7.200 2.850 61.560
Block 1
Toilet Block
Attached Toilet 1 1 7.520 2.850 21.432
In Between WCS & SH 1 1 8.700 2.100 18.27
WCS & SH 1 3 4.800 2.100 30.24
SH 1 1 5.100 2.100 10.71
SH 1 2 6.000 2.100 25.20
Block 2,3
Toilet Block
In Between WCS & SH 2 1 8.700 2.850 49.590
WCS & SH 2 3 4.800 2.100 60.48
SH 2 1 5.100 2.100 21.42
SH 2 2 6.000 2.100 50.40
Connecting corridor 1 1 35.700 2.875 102.638
Allround lift 3 2 9.200 3.000 165.600
Stair case left side 4 1 19.400 3.000 232.800

Stair case right side 4 1 19.200 3.000 230.400
Allround Columns
C1 3 2 1.500 2.850 25.65
C2 3 7 1.800 2.850 107.73
Beam sides V 3 10 1.800 0.300 16.20
Deductions
Block 1 2 &3
D4 3 20 0.900 2.100 113.40
D5 3 1 0.900 2.100 5.67
W3 3 30 1.200 1.300 140.40
V5 3 8 0.600 0.500 7.20
JW1 3 1 1.250 1.300 4.88
SD 3 1 0.750 0.600 1.35
LD 3 2 1.200 2.100 15.12
D6 1 57 0.800 2.100 95.76
V3 2 20 1.200 0.500 24.00
for Toilets -193.45
4751.86
For 1 Block 4751.86
Say 4752.00 Sqm
Say 2851.00 Sqm
Say 1901.00 Sqm
LEFT SIDE
Openings 3 2 3.350 3.000 60.30
Deduct
Drying Area 3 -1 2.475 3.000 -22.28
Drying Area 3 -1 2.350 3.000 -21.15
Corridor 3 -1 1.800 3.000 -16.20
St Case 3 -1 3.400 3.000 -30.60
Add
Drying Area 3 1 2.475 0.825 6.13
Drying Area 3 1 2.350 0.825 5.82
Corridor 3 1 1.800 0.825 4.46
St Case 3 1 3.400 0.825 8.42
Right side
Deduct
Corridor 3 -1 1.800 3.000 -16.20
Corridor 3 -1 2.600 3.000 -23.40
St Case 3 -1 3.400 3.000 -30.60
Add
Corridor 3 -1 1.800 0.825 -4.46
Corridor 3 -1 2.600 0.825 -6.44
St Case 3 -1 3.400 0.825 -8.42
Deductions
BLOCK 1,2&3

W3 3 -30 1.200 1.300 -140.40
V5 3 -8 0.600 0.500 -7.20
JW1 3 -1 1.250 1.300 -4.88
1135.31
For 1 Block 1135.31
Say 1136.00 Sqm

bottom
Toilet Block 3 4.600 6.350 87.630
Sides
Toilet Block 3 21.900 0.300 19.710
107.34
For 1 Block 107.34
Say 108.00 Sqm
16 RCM Drop
Drying Area 3 1 5.200 0.600 9.360
Balcony 3 2 1.800 0.600 6.480
Balcony 3 2 2.600 0.600 9.360
25.20
For 1 Block 25.20
Say 26.00 Sqm
Flooring
Block 1
Toilet Block
Attached Toilet 1 1 1.960 1.800 3.53
In Between WCS & SH 1 1 4.350 1.550 6.74
WCS & SH 1 3 1.350 1.050 4.25
SH 1 1 1.500 1.050 1.58
SH 1 2 1.500 1.500 4.50
Block 2,3
Toilet Block
In Between WCS & SH 2 1 4.350 1.550 13.49
WCS & SH 2 3 1.350 1.050 8.51
SH 2 1 1.500 1.050 3.15
SH 2 2 1.500 1.500 9.00
59.96
For 1 Block 59.96
Say 60.00 Sqm

Block 1
Hostel Warden 1 1 3.025 3.350 10.13
Hostel Office 1 1 4.785 3.350 16.03
Study Room 1 1 4.325 3.350 14.49
Study Room 1 1 14.400 3.350 48.24
TV Room Music 1 1 17.225 3.350 57.70
Store Room 1 1 4.325 3.350 14.49
Indoor sports 1 1 21.650 3.350 72.53
Block 2,3
LEFT SIDE
Room 2 8 2.725 3.350 146.06
Ante Room 2 8 1.500 1.625 39.00
RIGHT SIDE
Room 2 12 2.725 3.350 219.09
Ante Room 2 12 1.500 1.625 58.50
696.26

For 1 Block 696.26
Say 697.00 Sqm
Block 1,2,3
LEFT SIDE
Corridor 3 1 18.725 1.800 101.12
Drying Area 3 1 2.475 6.650 49.38
DW 3 1 2.160 1.450 9.40
RIGHT SIDE
Corridor 3 1 22.050 1.800 119.07
Infront of Lift 3 1 4.200 2.600 32.76
Beside Lift 3 1 1.800 2.700 14.58
461.09
For 1 Block 461.09
Say 462.00 Sqm

Block 1,2,3&4
75.84
For 1 Block 75.84
Say 76.00 Sqm

7.00
Say 7.00 Sqm

Block 2,3&4
W3 3 30 1.500 0.225 0.100 1.013
V3 2 20 1.200 0.225 0.100 0.540
V5 3 8 0.600 0.225 0.100 0.108
1.66
For 1 Block 1.66
Say 2.00 Sqm
a Treads
Staircase 6 18 1.500 0.300 48.600
48.60
For 1 Block 48.60
Say 49.00 Sqm
b Risers
Staircase 6 20 1.500 0.150 27.000
27.00
For 1 Block 27.00
Say 27.00 Sqm
Skirting

Block 1
Hostel Warden 1 1 12.750 12.750
Hostel Office 1 1 16.270 16.270
Study Room 1 1 15.350 15.350
Study Room 1 1 35.500 35.500
TV Room Music 1 1 41.150 41.150
Store Room 1 1 15.350 15.350
Indoor sports 1 1 50.000 50.000
Block 2,3
LEFT SIDE
Room 2 8 12.150 194.400
Ante Room 2 8 6.250 100.000
RIGHT SIDE
Room 2 12 12.150 291.600
Ante Room 2 12 6.250 150.000
922.37
For 1 Block 922.37
Say 923.00 Rmt

92.70
For 1 Block 92.70
Say 93.00 Rmt

Block 1,2&3
lift area 3 4.200 2.875 36.23
deductions
Lift Door -6 1.200 2.100 -15.12
21.11
For 1 Block 21.11
Say 22.00 Sqm

Block 1
Toilet Block
Attached Toilet 1 1 7.520 2.100 15.79
In Between WCS & SH 1 1 8.700 2.100 18.27
WCS & SH 1 3 4.800 2.100 30.24
SH 1 1 5.100 2.100 10.71
SH 1 2 6.000 2.100 25.20
Block 2,3
Toilet Block
In Between WCS & SH 2 1 8.700 2.100 36.54
WCS & SH 2 3 4.800 2.100 60.48
SH 2 1 5.100 2.100 21.42
SH 2 2 6.000 2.100 50.40
Deductions
Block 1
D5 1 -1 0.900 2.100 -1.89
D6 1 -7 0.800 2.100 -11.76
Block 2&3

D5 2 -1 0.900 2.100 -3.78
D6 2 -25 0.800 2.100 -84.00
193.45
For 1 Block 193.45
Say 194.00 Sqm
Block 1 2 &3
LEFT SIDE
Corridor 3 1 37.450 1.500 168.53
Drying Area 3 1 15.775 1.500 70.99
DW 3 1 4.320 1.500 19.44
RIGHT SIDE
Corridor 3 1 44.100 1.500 198.45
Infront of Lift 3 1 11.000 1.500 49.50
Beside Lift 3 1 7.200 1.500 32.40
Deductions
Block 1
D4 1 -11 1.050 1.500 -17.33
LD 1 -2 1.200 1.500 -3.60
D5 1 -1 0.900 1.500 -1.35
Block 2&3
D4 2 -20 1.050 1.500 -63.00
LD 2 -2 1.200 1.500 -7.20
D5 2 -1 0.900 1.500 -2.70
605.83
For 1 Block 605.83
Say 606.00 Sqm

Sunkan Slab(A3-D3 X A3-A6) 3 1 4.600 3.350 0.300 13.869
Deduct Ducts 3 -1 1.450 0.775 0.300 -1.011
Deduct Ducts 3 -1 1.650 0.700 0.300 -1.040
11.82
For 1 Block 11.82
Say 12.00 Cum
29 Railing
Block 1,2&3
Staircase 3 2 6.000 0.900 32.40
Dry area 3 1 4.825 0.900 13.03
83.41
For 1 Block 83.41
Say 84.00 Sqm
30 Grip bar
Block 1,2&3
Staircase 3 2 12.600 75.600
75.60
For 1 Block 75.60
Say 76.00 Rmt

31 JALI WALL
JW1 3 1 1.250 1.300 4.875
4.88
For 1 Block 4.88
Say 5.00 Sqm

Roof beams
3 1 2.260 6.780
1 1 2.460 2.460
9.24
For 1 Block 9.24
Say 10.00 Rmt
33 Mastic pad
Roof beams
3 1 2.260 0.400 2.712
1 1 2.460 0.400 0.984
3.70
For 1 Block 3.70
Say 4.00 Sqm
33 Aluminium sheet
Roof beams
3 1 2.260 6.780
1 1 2.460 2.460
9.24
For 1 Block 9.24
Say 10.00 Rmt
34 False ceiling
Hostel Warden 1 1 3.025 3.350 10.13
Hostel Office 1 1 4.785 3.350 16.03
Study Room 1 1 4.325 3.350 14.49
Study Room 1 1 14.400 3.350 48.24
TV Room Music 1 1 17.225 3.350 57.70
Store Room 1 1 4.325 3.350 14.49
Indoor sports 1 1 21.650 3.350 72.53
233.61
For 1 Block 233.61
Say 234.00 Sqm

1308.00
Say 1308.00 Sqm
36 Wall putty
4752.00
Say 4752.00 Sqm

25% 0.00

0.00
Say 0.00 Sqm
faces of walls
4752.00
Say 4752.00 Sqm
38
1136.00
Say 1136.00 Sqm

D4 0.75 51 1.050 2.100 84.341
D5 0.75 3 0.900 2.100 4.253
88.59
For 1 Block 88.59
Say 89.00 Sqm

172.00 Sqm
Say 172.00 Sqm
S & F of Doors
D4 (1.05 X 2.10) 51 1.050 2.100 112.455
For 1 Block 112.46
Say 112.460 Sqm
D5(0.90 X 2.10) 3 0.900 2.100 5.670

For 1 Block 5.67
Say 5.670 Sqm
42 D6(0.8 X 2.10) - Frame

57 5.000 285.00
285.00
For 1 Block 285.00
Say 285.00 RM
43 D4(0.8 X 2.10) - Shutter 57 0.800 2.100 95.76

For 1 Block 95.76
Say 95.76 Sqm
44 Windows
Block 2,3&4
W3 3 30 1.200 1.300 140.40
140.40
For 1 Block 140.40
45 Ventilators
Block 2,3&4
V3 2 20 1.200 0.500 24.00

V5 3 8 0.600 0.500 7.20
31.20
For 1 Block 31.20
31.20 Sqm
46
W3 3 30 1.200 1.300 140.40
V3 2 20 1.200 0.500 24.00
V5 3 8 0.600 0.500 7.20
171.60
For 1 Block 171.60
Say 172.00 Sqm
2580.00 Kgs
47 Cupboards
Block 1
Store Room 3 1 3.000 2.1 18.900
Study Room 3 1 3.000 2.1 18.900
Warden Room 3 1 3.000 2.1 18.900
Block 2,3
Room 3 40 3.600 2.1 907.200
963.90
For 1 Block 963.90
Say 964.00 Sqm
Block 1,2,3 &4
Allround the Building 3 165.113 3.000 1486.017
Duct 6 8.300 3.000 149.40
Corridors Near Railing' 9 28.385 0.830 212.04
Deductions
DW -45 0.800 2.100 -75.600
W2 -22 1.000 1.300 -28.600
W3 -6 1.000 1.300 -7.800
JW1 -6 1.000 1.300 -7.800
V5 -6 0.500 1.300 -3.900
1723.75
For 1 Block 1723.75
Say 1724.00 Sqm

PROPOSED HOSTEL BUILDING FOR GIRLS SENIOR STUDENTS
Detailed Estimate for Senior Hostel building - 2nd & 3rd Floors
under lintels
D5 6 1 0.300 0.225 0.150 0.06
W3 6 29 0.300 0.225 0.150 1.76
V5 6 8 0.300 0.225 0.150 0.49
JW1 6 1 0.300 0.225 0.150 0.06
SD 6 1 0.300 0.225 0.150 0.06
LD 6 2 0.300 0.225 0.150 0.12
D4 6 20 0.300 0.100 0.150 0.54
D6 6 26 0.300 0.100 0.150 0.70
V3 6 20 0.300 0.100 0.150 0.54
D5 24 1 0.230 0.225 0.150 0.19
W3 16 29 0.230 0.225 0.150 3.60
V5 8 8 0.230 0.225 0.150 0.50
JW1 16 1 0.230 0.225 0.150 0.12
SD 16 1 0.230 0.225 0.150 0.12
LD 24 2 0.230 0.225 0.150 0.37
D4 24 20 0.230 0.100 0.150 1.66
D6 24 26 0.230 0.100 0.150 2.15
V3 16 20 0.230 0.100 0.150 1.10
14.15
For 1 Block 14.15
Say 15.00 Cum
2 PCC for Steps
Staircase 3 18 1.500 0.300 0.150 3.65
3.65
For 1 Block 3.65
Say 4.00 cum
3 sill slabs
Block-2,3 & 4
W3 3 29 1.500 0.225 0.100 2.94
V3 3 20 1.500 0.225 0.100 2.03
V5 3 8 0.900 0.225 0.100 0.49
5.45
For 1 Block 5.45
Say 6.00 cum
4 Platforms & Lofts
a Platforms
Block 1,2,3 &4
Toilet 3 1 3.150 0.600 5.670
5.67
For 1 Block 5.67
Say 6.00 Sqm
Lofts
Block 1,2,3 &4
Room cb 3 20 3.600 0.600 129.600
Ledge 3 20 1.500 0.600 54.000
183.60
For 1 Block 183.60
Say 184.00 Sqm
APMSIDC-MTM SRG-DET-TYP-F 1631 OF 3032

Say 190.00 Sqm

Block 1,2,3 &4
Room cb 9 20 3.600 0.600 388.800
Ledge 9 20 1.500 0.600 162.000
550.80
For 1 Block 550.80
Say 551.00 Sqm
5 VRCC M25 grade

a Columns
Columns slab Top to Roof slab
bottom
C1 77 0.300 0.450 2.875 29.886
C2 104 0.300 0.600 2.875 53.820
181 83.71
For 1 Block 83.71
Say 84.00 Cum
b Lintels
Block 1,2,3&4
D5 3 1 1.360 0.225 0.175 0.16
W3 3 29 1.660 0.225 0.175 5.69
V5 3 8 1.060 0.225 0.175 1.00
JW1 3 1 1.710 0.225 0.175 0.20
SD 3 1 1.210 0.225 0.175 0.14
LD 3 2 1.660 0.225 0.175 0.39
D4 3 20 1.510 0.100 0.175 1.59
D6 3 26 1.260 0.100 0.175 1.72
V3 3 20 1.660 0.100 0.175 1.74
533 12.63
For 1 Block 12.63
Say 13.00 Cum
6 VRCC M25 grade
a Roof Beams
Block 1,2,3&4
B1-G1(TYP) 3 2 21.700 0.230 0.425 12.73
A3-G3(TYP) 3 2 22.275 0.230 0.425 13.06
A6-D6 3 1 7.675 0.230 0.425 2.25
I1-P1(TYP) 3 4 28.451 0.230 0.425 33.37
Secondary Beam 3 2 1.250 0.230 0.425 0.73
Secondary Beam 3 1 4.600 0.230 0.425 1.35
Corridor Beam 3 15 2.600 0.230 0.425 11.44
Verticals
D1-D4(TYP) 3 12 9.400 0.230 0.425 33.08
A3-A6(TYP) 3 2 6.750 0.230 0.425 3.96
D4-D6 3 1 2.500 0.230 0.425 0.73
C2-C3(TYP) 3 1 1.800 0.230 0.425 0.53
Secondary Beam 3 1 2.720 0.230 0.425 0.80
Secondary Beam 3 1 1.800 0.230 0.425 0.53
Secondary Beam 3 4 3.340 0.230 0.425 3.92
Secondary Beam 3 1 2.540 0.230 0.425 0.74
Deduct columns-C1 3 -77 0.300 0.230 0.425 -6.77

Deduct columns-C1 3 -77 0.450 0.230 0.425 -10.16
Deduct columns-C2 3 -104 0.300 0.230 0.425 -9.15
Deduct columns-C2 3 -104 0.600 0.230 0.425 -18.30
76.00
For 1 Block 76.00
Say 77.00 Cum
b Roof slab
Block 1,2,3
Corridor 3 1 48.880 1.800 263.95
Corridor 1 1 36.530 2.600 94.98
358.93
For 1 Block 358.93
Say 359.00 Sqm

Total Area 1 1 1580.000 1580.00
Deductions
St.Case 3 -1 4.200 3.400 -42.84
St.Case 3 -1 4.300 3.400 -43.86
Lift 3 -2 2.000 2.600 -31.20
PHE Shaft 3 -1 1.250 0.700 -2.63
Ele Shaft 3 -1 0.300 0.600 -0.54
1100.01
For 1 Block 1100.01
Say 1101.00 Sqm

Staircase 3 4 3.089 1.500 55.596
Mid landing 3 2 3.400 1.500 30.600
86.20
For 1 Block 86.20
Say 87.00 Sqm
7 Sunshades
Block1, 2,3&4
W3 3 29 1.500 130.50
V5 3 5 0.900 13.50
144.00
For 1 Block 144.00

Say 144.00 RM

Block 1, 2,3&4
LEFT SIDE
Horizontal
Grid A1-D1(TYP) 3 2 7.475 0.225 2.475 24.98
Deduct columns 3 -2 0.450 0.225 2.475 -1.50
Grid A3-C3 3 2 4.800 0.225 2.475 16.04
Deduct columns-C2 3 -2 0.450 0.225 2.475 -1.50
Grid D1-E1(TYP) 3 2 4.225 0.225 2.475 14.12
Grid E1-F1(TYP) 3 2 5.550 0.225 2.475 18.54
Grid F1-G1(TYP) 3 2 4.275 0.225 2.475 14.28
Elec & PHE SHAFT 3 1 1.450 0.225 2.475 2.42
Verticals
Grid A3-A6(TYP) 3 2 6.750 0.225 2.475 22.55
Deduct columns 3 -2 0.300 0.225 2.475 -1.00
Grid D3-D4(TYP) 3 2 3.800 0.225 2.475 12.70
Deduct columns 3 -3 0.300 0.225 2.475 -1.50
Deduct columns 3 -1 0.450 0.225 2.475 -0.75
Grid D1-D2(TYP) 3 2 3.800 0.225 2.475 12.70
Deduct columns 3 -4 0.450 0.225 2.475 -3.01
Drying Area 3 1 2.950 0.225 0.300 0.60
Drying Area 3 1 2.475 0.225 0.300 0.50
Corridor Wall 3 1 1.800 0.225 0.300 0.36
Shaft 3 1 1.300 0.225 3.000 2.63
Stair Case 3 1 3.400 0.225 0.300 0.69
RIGHT SIDE
Horizontal
Grid H7-K7(typ) 3 2 11.675 0.225 2.475 39.01
Deduct columns 3 -3 0.300 0.225 2.475 -1.50
Grid K7-L7(typ) 3 2 5.380 0.225 2.475 17.98
Grid L7-M7(typ) 3 2 4.125 0.225 2.475 13.78
Grid M7-N7(typ) 3 1 5.700 0.225 2.475 9.52
lift-h 3 3 4.100 0.225 2.475 20.55
Corridor Wall 3 1 1.800 0.225 0.300 0.36
Verticals
Verticals 3 2 3.800 0.225 2.475 12.70
Deduct columns 3 -4 0.450 0.225 2.475 -3.01
Lift 3 3 3.000 0.225 2.475 15.04
Deduct columns 3 -4 0.300 0.225 2.475 -2.00
Corridor Wall 3 1 2.600 0.225 0.300 0.53
Stair Case 3 1 3.400 0.225 0.300 0.69
Connecting Corridor 3 2 5.900 0.225 0.300 2.39
Deductions
D5 3 -1 0.900 0.225 2.100 -1.28
W3 3 -29 1.200 0.225 1.300 -30.54
V5 3 -8 0.600 0.225 0.500 -1.62
JW1 3 -1 1.250 0.225 1.300 -1.10
SD 3 -1 0.750 0.225 0.600 -0.30
LD 3 -2 1.200 0.225 0.600 -0.97
Lintels
D5 3 -1 1.360 0.225 0.175 -0.16
W3 3 -29 1.660 0.225 0.175 -5.69
V5 3 -8 1.060 0.225 0.175 -1.00
JW1 3 -1 1.710 0.225 0.175 -0.20

SD 3 -1 1.210 0.225 0.175 -0.14
LD 3 -2 1.660 0.225 0.175 -0.39
216.47
For 1 Block 216.47
Say 217.00 Cum

Block 1,2,3&4
LEFT SIDE
Horizontal
Grid D2-G2(typ) 3 2 14.400 2.475 213.84
Deduct columns-C2 3 -4 0.300 2.475 -8.91
Anti Room 3 4 1.500 2.850 51.30
Baths & Wcs 3 6 1.500 2.100 56.70
DW 3 1 0.975 2.475 7.24
Verticals
Room(TYP) 3 6 3.800 2.850 194.94
Ante Room(TYP) 3 4 3.800 2.475 112.86
Deduct columns 3 -8 0.450 2.475 -26.73
Baths & Wcs 3 2 4.350 2.100 54.81
Cubbord 3 16 0.600 2.100 60.48
Platforms 3 2 0.600 0.900 3.24
Double Wall
Grid D1-E1(TYP) 3 2 4.225 2.475 62.74
Grid E1-F1(TYP) 3 2 5.550 2.475 82.42
Grid F1-G1(TYP) 3 2 4.275 2.475 63.48
RIGHT SIDE
Horizontal
Anti Room 3 6 1.500 2.850 76.95
Grid H8-K8(typ) 3 2 11.305 2.475 167.88
Deduct columns 3 -3 0.300 2.475 -6.68
Grid K8-L8(typ) 3 2 5.450 2.475 80.93
Grid L8-M8(typ) 3 2 4.195 2.475 62.30
Verticals
Room(TYP) 3 8 3.800 2.850 259.92
Ante Room(TYP) 3 6 3.800 2.475 169.29
Deduct columns 3 -12 0.450 2.475 -40.10
Cubbord 3 24 0.600 2.100 90.72
Double Wall
Grid H7-K7(typ) 3 2 11.675 2.475 173.37
Deduct columns 3 -3 0.300 2.475 -6.68
Grid K7-L7(typ) 3 2 5.380 2.475 79.89
Grid L7-M7(typ) 3 2 4.125 2.475 61.26
Grid M7-N7(typ) 3 1 5.700 2.475 42.32
Deductions
D4 3 -20 1.050 2.100 -132.30
D6 3 -26 0.800 2.100 -131.04
V3 3 -20 1.200 0.500 -36.00
Lintels
D4 3 -20 1.510 0.175 -15.86
D6 3 -26 1.260 0.175 -17.20
V3 3 -20 1.660 0.175 -17.43
1789.96
For 1 Block 1789.96
Say 1790.00 sqm

10 TMT STEEL
mts level 358.9 80.000 0.125 Kgs/Sqm 3589.30
mts level 1100.01 80.000 0.150 Kgs/Sqm 13200.06
Lintels 12.63 80.000 Kgs/Cum 1010.75
Shelves 550.80 0.025 80.000 Kgs/Cum 1101.60
69475.63
Say 69.50 MT
11 Mild Steel
RBM 1790 2.000 Kgs/Sqm 3580.00
3632.65
Say 3.63 MT
flooring 508.00
Qty Same waist slab 86.20
1368.20
Say 1369.00 Sqm


Block 1,2,3&4
LEFT SIDE
Room 3 8 12.15 2.875 838.350
Ante Room 3 8 6.25 2.875 431.250
Corridor 3 1 41.050 2.875 354.056
Drying Area 3 1 18.250 2.875 157.406
Toilet Block Lobby 3 1 13.200 2.875 113.850
WCS & SH 3 2 6.000 2.875 103.500
In Between WCS & SH 3 1 8.700 2.100 54.810
SH 3 2 5.100 2.100 64.260
WCS 3 2 5.100 2.100 64.260
RIGHT SIDE
Room 3 12 12.15 2.875 1257.525
Ante Room 3 12 6.25 2.875 646.875
Corridor 3 1 47.700 2.875 411.413
Infront of Lift 3 1 17.600 2.875 151.800
Beside Lift 3 1 9.200 2.875 79.350
cupboard walls 3 34 0.600 2.100 128.520
Platforms walls 3 8 0.600 0.900 12.960
Connecting corridor 1 1 31.800 2.875 91.425
Allround lift 3 2 9.200 3.000 165.600
Stair case left side 3 1 19.400 3.000 174.600
Stair case right side 3 1 19.200 3.000 172.800
Allround Columns
Beam sides V 3 10 1.800 0.300 16.20
Deductions
D4 3 20 0.900 2.100 113.40
D5 3 1 0.900 2.100 5.67
W3 3 30 1.200 1.300 140.40
V5 3 8 0.600 0.500 7.20
JW1 3 1 1.250 1.300 4.88
SD 3 1 0.750 0.600 1.35
LD 3 2 1.200 2.100 15.12
D6 3 26 0.800 2.100 131.04
V3 3 20 1.200 0.500 36.00
for Toilets -306.18
4733.30
For 1 Block 4733.30
Say 4734.00 Sqm
Say 2840.00 Sqm
Say 1893.00 Sqm
Block 1,2,3&4
LEFT SIDE
Openings 3 2 3.350 3.000 60.30

Deduct
Drying Area 3 -1 2.475 3.000 -22.28
Drying Area 3 -1 2.570 3.000 -23.13
Corridor 3 -1 1.800 3.000 -16.20
Add
Drying Area 3 1 2.475 0.825 6.13
Drying Area 3 1 2.570 0.825 6.36
Corridor 3 1 1.800 0.825 4.46
Right side
Deduct
Corridor 3 -2 1.800 3.000 -32.40
Corridor 3 -1 2.600 3.000 -23.40
St Case 3 -1 3.400 3.000 -30.60
Corridor 3 1 2.600 0.825 6.44
St Case 3 1 3.400 0.825 8.42
Deductions
W3 3 -29 1.200 1.300 -135.72
V5 3 -8 0.600 0.500 -7.20
JW1 3 -1 1.250 1.300 -4.88
1178.69
For 1 Block 1178.69
Say 1179.00 Sqm

BLOCK 1
bottom
Toilet Block 3 4.600 6.350 87.630
Sides
Toilet Block 3 21.900 0.300 19.710
107.34
For 1 Block 107.34
Say 108.00 Sqm
16 RCM Drop
Drying yard 3 5.350 0.600 9.630
Balcony 3 1.800 0.600 3.240
Balcony 3 2.600 0.600 4.680
17.55
For 1 Block 17.55
Say 18.00 Sqm
Flooring
Block 1,2,3&4
Toilet Block
In Between WCS & SH 3 1 1.550 4.350 20.23
WCS & SH 3 2 1.500 1.500 13.50
SH 3 2 1.500 1.050 9.45
WCS 3 2 1.500 1.050 9.45
80.23
For 1 Block 80.23
Say 80.00 Sqm

Block 1,2,3&4
LEFT SIDE
Room 3 8 2.725 3.350 219.09
Ante Room 3 8 1.500 1.625 58.50
RIGHT SIDE
Room 3 12 2.725 3.350 328.64
Ante Room 3 12 1.500 1.625 87.75

693.98
For 1 Block 693.98
Say 694.00 Sqm
Block 1,2,3&4
LEFT SIDE
Corridor 3 1 18.725 1.800 101.12
Drying Area 3 1 2.475 6.650 49.38
RIGHT SIDE
Corridor 3 1 22.050 1.800 119.07
Infront of Lift 3 1 6.200 2.600 48.36
Beside Lift 3 1 1.800 2.800 15.12
507.85
For 1 Block 507.85
Say 508.00 Sqm

Block 1,2,3&4
75.84
For 1 Block 75.84
Say 76.00 Sqm

6.00
Say 6.00 Sqm

Block 1,2,3 &4
Block 2,3&4
W3 3 29 1.200 0.225 23.49
V3 3 20 1.200 0.225 16.20
V5 3 8 0.600 0.225 3.24
42.93
For 1 Block 42.93
Say 43.00 Sqm

a Treads
Staircase 6 18 1.500 0.300 48.60
48.60
For 1 Block 48.60
Say 49.00 Sqm
b Risers
Staircase 6 20 1.500 0.150 27.00
27.00
For 1 Block 27.00
Say 27.00 Sqm

Skirting
Block 1,2,3&4
LEFT SIDE
Room 3 8 12.15 291.600
Ante Room 3 8 6.25 150.000
RIGHT SIDE
Room 3 12 12.15 437.400
Ante Room 3 12 6.25 225.000
1104.00
For 1 Block 1104.00
Say 1104.00 Rmt

73.80
For 1 Block 73.80
Say 74.00 Rmt

lift area 6 4.200 2.875 72.45
deductions
Lift Door -8 1.200 2.100 -20.16
52.29
For 1 Block 52.29
Say 53.00 Sqm

Block 1,2,3&4
Toilet Block
WCS & SH 3 2 6.000 2.100 75.60
In Between WCS & SH 3 1 8.700 2.100 54.81
SH 3 2 5.100 2.100 64.26
WCS 3 2 5.100 2.100 64.26
Deductions
Block 2,3&4
D5 3 -1 0.900 2.100 -5.67
D6 3 -6 0.800 2.100 -30.24
306.18
For 1 Block 306.18
Say 307.00 Sqm
Block 1,2,3&4
LEFT SIDE
Corridor 3 1 41.050 1.500 184.725
Drying Area 3 1 18.250 1.500 82.125
RIGHT SIDE
Corridor 3 1 47.700 1.500 214.650
Infront of Lift 3 1 17.600 1.500 79.200
Beside Lift 3 1 9.200 1.500 41.400
Deductions
D4 3 -20 1.050 1.500 -94.50

LD 3 -2 1.200 1.500 -10.80
D5 3 -1 0.900 1.500 -4.05
854.10
For 1 Block 854.10
Say 855.00 Sqm

Sunkan Slab(A3-D3 X A3-A6) 3 1 5.000 6.750 0.300 30.375
Deduct Toilet Ducts 3 -2 1.250 1.570 0.300 -3.533
26.84
For 1 Block 26.84
Say 27.00 Cum
29 Railing
Block 1,2,3&4
Staircase 3 2 6.000 0.900 32.40
Dry area 3 1 6.000 0.900 16.20
Corridor end walls 3 2 1.800 0.900 9.72
88.34
For 1 Block 88.34
Say 89.00 Sqm
30 Grip bar
Staircase 3 2 12.600 75.600
Corridor end walls 3 2 1.800 10.800
86.40
For 1 Block 86.40
Say 87.00 Rmt
31 JALI WALL
JW1 3 1 1.250 1.300 4.875
4.88
For 1 Block 4.88
Say 5.00 Sqm

Roof beams
3 1 2.260 6.780
1 1 2.460 2.460
9.24
For 1 Block 9.24
Say 10.00 Rmt
33 Mastic pad
Roof beams
3 1 2.260 0.400 2.712
1 1 2.460 0.400 0.984
3.70
For 1 Block 3.70
Say 4.00 Sqm

33 Aluminium sheet
Roof beams
3 1 2.260 6.780
1 1 2.460 2.460
9.24
For 1 Block 9.24
Say 10.00 Rmt

1369.00
Say 1369.00 Sqm
35 Wall putty
4734.00
Say 4734.00 Sqm

25% 0.00
0.00
Say 0.00 Sqm
faces of walls
4734.00
Say 4734.00 Sqm
37
1179.00
Say 1179.00 Sqm

D4 0.75 60 1.050 2.100 99.225
D5 0.75 3 0.900 2.100 4.253
103.48
For 1 Block 103.48
Say 104.00 Sqm

179.00 Sqm
Say 179.00 Sqm
S & F of Doors
D4 (1.05 X 2.10) 60 1.050 2.100 132.300
For 1 Block 132.30
Say 132.30 Sqm

D5(0.90 X 2.10) 3 0.900 2.100 5.670
For 1 Block 5.67
Say 5.67 Sqm
41 D6(0.8 X 2.10) - Frame

78 5.000 390.00
390.00
For 1 Block 390.00
Say 390.00 RM
42 D4(0.8 X 2.10) - Shutter 78 0.800 2.100 131.04

For 1 Block 131.04
Say 131.04 Sqm
43 Windows
Block 2,3&4
W3 3 29 1.200 1.300 135.72
135.72
For 1 Block 135.72
44 Ventilators
Block 2,3&4
V3 3 20 1.200 0.500 36.00
V5 3 8 0.600 0.500 7.20
43.20
For 1 Block 43.20
43.20 Sqm
45
Block 1,2,3&4
W3 3 29 1.200 1.300 135.72
V3 3 20 1.200 0.500 36.00
Ventilators
V5 3 8 0.600 0.500 7.20
178.92
For 1 Block 178.92
Say 179.00 Sqm
2685.00 Kgs
46 Cupboards
Block-1,2,3 &4
Block 1,2,3&4
Room cb 3 20 3.600 2.1 453.600
Ledge 3 20 1.500 2.1 189.000
642.60
For 1 Block 642.60
Say 643.00 Sqm
Block 1,2,3 &4
Allround the Building 3 165.113 3.000 1486.017
Duct 6 8.300 3.000 149.40

Corridors Near Railing' 9 28.385 0.830 212.04
Deductions
DW -60 0.800 2.100 -100.800
W3 -4 1.000 1.300 -5.200
JW1 -4 1.000 1.300 -5.200
V5 -30 0.500 1.300 -19.500
1716.75
For 1 Block 1716.75
Say 1717.00 Sqm

PROPOSED HOSTEL BUILDING FOR MALE SENIOR STUDENTS
Detailed Estimate for Senior Hostel building- Terrace Floor
under lintels
D4 2 12 0.300 0.225 0.150 0.243
W 2 6 0.300 0.225 0.150 0.122
Hold fasts
D4 6 12 0.230 0.225 0.150 0.559
W 6 6 0.230 0.225 0.150 0.279
1.20
For 1 Block 1.20
Say 2.00 Cum
2 Dummy Columns
a Columns
C1 73 0.300 0.450 0.900 8.87
C2 92 0.300 0.600 0.900 14.90
23.774
0 0.00
Say 0.000 Cum
3 VRCC M25 grade
a Columns
Staircase Head Room
C2 3 8 0.300 0.600 2.875 12.420
Lift
C1 3 4 0.300 0.450 1.500 2.430
Water Tank over Toilets
C2 3 4 0.300 0.600 1.500 3.240
18.09
For 1 Block 18.09
Say 19.00 Cum
b Lintels
D4 3 16 1.510 0.230 0.175 2.917
2.92
For 1 Block 2.92
Say 3.00 Cum
c) 150mm thick Side Wall

Water Tank 3 1 23.500 1.500 105.750
105.75
For 1 Block 105.75
Say 106.00 Sqm
4 VRCC M25 grade
a Roof Beams
Staircase Head Room
horizontal 3 4 6.230 0.230 0.375 6.448
Verticals 3 4 3.400 0.230 0.375 3.519
Lift Head Room
horizontal 3 2 4.200 0.230 0.375 2.174
Verticals 3 3 2.360 0.230 0.375 1.832
Water Tank over Staircase
horizontal 3 2 5.000 0.230 0.375 2.588
Verticals 3 2 6.730 0.230 0.375 3.483
Deduct columns-h 3 -4 0.300 0.230 0.375 -0.311
Deduct columns-v 3 -4 0.600 0.230 0.375 -0.621
APMSIDC-MTM SRG-DET-TERRACE 1647 OF 3032

19.11
For 1 Block 19.11
Say 20.00 Cum
b Roof slab

Lift 3 1 4.600 3.800 52.440
427.29
For 1 Block 427.29
Say 428.00 Sqm

Lift 3 1 4.200 2.600 32.760
water tank bottom slab 3 1 6.230 4.540 84.853
117.61
For 1 Block 117.61
Say 118.00 Sqm
5 Sunshades
W 6 1.800 10.800
10.80
For 1 Block 10.80
Say 11.00 Rmt

Staircase Head Room
horizontal 3 4 6.230 0.225 2.575 43.314
Verticals 3 4 3.400 0.225 2.575 23.639
Deduct columns-h 3 -4 0.300 0.225 2.575 -2.086
Deduct columns-v 3 -4 0.450 0.225 2.575 -3.129
Lift Head Room
horizontal 3 1 4.200 0.230 2.575 7.462
Verticals 3 2 2.600 0.230 2.575 9.239
Parapet wall All round 3 1 95.053 0.225 1.050 67.369
Deductions
D4 3 -4 1.050 0.225 2.100 -5.954
139.85
For 1 Block 139.85
Say 140.00 Cum
7 TMT STEEL
Lintels 3.00 80.00 Kgs/Cum 240.00
18953.00
Say 19.00 MT
Lift Head Room 3 4.600 3.800 52.440

222.09
For 1 Block 222.09
Say 223.00 Sqm

Staircase Head 3 2 19.600 2.875 338.100
All round The lift 3 2 16.800 2.875 289.800
Deductions
D4 3 -4 1.000 2.100 -25.200
602.70
For 1 Block 602.70
Say 603.00 Sqm
Parapet wall All round 3 1 95.053 2.325 662.995
Lift Head Room 3 2 17.060 3.000 307.080
water tank 3 1 17.368 1.500 78.156
Deductions
W2 -6 1.500 1.300 -11.700
1379.61
For 1 Block 1379.61
Say 1380.00 Sqm
1096.00
Say 1096.00 Sqm
12 Impervious Coat
water tank bottom 3 1 4.540 6.300 28.602
water tank sides 3 1 21.680 1.500 32.520
61.12
For 1 Block 61.12
Say 62.00 Sqm
13 PVC down take pipe 3 10 12.600 378.000

378.00
For 1 Block 378.00
Say 378.00 Rmt

223.00
Say 223.00 Sqm

0.00
Say 0.00 Sqm
of walls
603.00
Say 603.00 Sqm


1380.00
Say 1380.00 Sqm

D4 0.75 12 1.050 2.100 19.845
For 1 Block 19.85
Say 20.00 Sqm

W1 6 1.50 1.300 11.70
11.70
For 1 Block 11.70
Say 12.00 Sqm
19 S & F of Doors
D4 (1.05 X 2.10) 3 4 1.050 2.100 26.460
For 1 Block 26.46
26.46 Sqm
20 Windows
W1 6 1.50 1.300 11.70
For 1 Block 11.70
11.70 Sqm

W1 6 1.50 1.300 11.70
11.70 Sqm
For 1 Block 11.70
Say 12.00 Sqm
180.00 Kgs
22 Elevation
Block-2,3&4 3 128.345 2.619 1008.59
Between Blocks 6 3.000 2.619 47.15
1055.74
Say 1056.00 Sqm
23 Elevation tiles over Slab
Block-2,3&4 3 128.345 2.619 1008.59
Between Blocks 6 3.000 2.619 47.15
1055.74
Say 1056.00 Sqm

DETAILED ESTIMATE FOR WATER SUPPLY & SANITARY ARRANGEMENTS
1 Supply, Laying, Jointing SWG line
a) SWG PIPE
2 Inspection Chambers
18.00
For 1 Block 18.00
Say 18.00 Nos
3 Gully traps
20.00
For 1 Block 20.00
Say 20.00 Nos
4 Manholes
3' - 0' Depth 16.00
For 1 Block 16.00
Say 16.00 Nos
5 Floor Traps
Stilt Floor 1.0 1
First Floor 31 31
Second floor 30 30
Third Floor 30 30
Fourth Floor 30 30
Fifth floor 30 30
152.00
For 1 Block 152.00
Say 152.00 Nos
6 European EWC
Stilt Floor 1 1.00
First Floor 7 7.00
Second floor 6 6.00
Third Floor 6 6.00
Fourth Floor 6 6.00
Fifth floor 6 6.00
32.00
For 1 Block 32.00
Say 32.00 Nos
7 IWC
Stilt Floor 0 0.00
First Floor 3 3.00
Second floor 3 3.00
Third Floor 3 3.00
Fourth Floor 3 3.00
Fifth floor 3 3.00
15.00
For 1 Block 15.00
Say 15.00 Nos
APMSIDC-MTM SRG-DET-WS & SA 1652 OF 3032

8 Wash hand basins
Stilt Floor 1 1
First Floor 13 13
Second floor 12 12
Third Floor 12 12
Fourth Floor 12 12
Fifth floor 12 12
62.00
For 1 Block 62.00
Say 62.00 Nos
9 Soap dish
Stilt Floor 1 1
First Floor 13 13
Second floor 13 13
Third Floor 12 12
Fourth Floor 12 12
Fifth floor 12 12
63.00
For 1 Block 63.00
Say 63.00 Nos
10 Mirrors
Stilt Floor 1 1
First Floor 7 7
Second floor 6 6
Third Floor 6 6
Fourth Floor 6 6
Fifth floor 6 6
32.00
For 1 Block 32.00
Say 32.00 Nos
11 Towel rods
Stilt Floor 1 1
First Floor 7 7
Second floor 6 6
Third Floor 6 6
Fourth Floor 6 6
Fifth floor 6 6
32.00
For 1 Block 32.00
Say 32.00 Nos
12 NP bib taps
a) Long Body taps
Bath taps, Wash taps & Drinking water taps
Stilt Floor 1 1
First Floor 13 13
Second floor 12 12
Third Floor 12 12
Fourth Floor 12 12
Fifth floor 12 12
62.00
For 1 Block 62.00
Say 62.00 Nos

c) Short Body taps

Stilt Floor 0 0
First Floor 3 3
Second floor 3 3
Third Floor 3 3
Fourth Floor 3 3
Fifth floor 3 3
15.00
For 1 Block 15.00
Say 15.00 Nos
13 Urinals
Ground floor 0 0
0.00
For 1 Block 0.00
Say 0.00 Nos
14 Marble Partitions
Ground floor 0 0
0.00
For 1 Block 0.00
Say 0.00 Nos
15 Porcelain Channels
Ground floor 0 0.6 0
0.00
For 1 Block 0.00
Say 0.00 Rmt
16 Health faucet
Stilt Floor 1 1.00
First Floor 7 7.00
Second floor 6 6.00
Third Floor 6 6.00
Fourth Floor 6 6.00
Fifth floor 6 6.00
32
For 1 Block 32.00
Say 32.00 Nos
17 ASHIRVAD / AJAY / ASTRAL CPVC Pipes

a) 15.90mm OD pipe
EWC
Stilt Floor 1 0.75 0.75
Second floor 6 0.75 4.50
Fifth floor 6 0.75 4.50
IWC

TAPS
Long Body
Bath taps & Wash taps
Wash Basin
Short body
Health faucet
161.15
For 1 Block 161.15
Say 162.00 Rmt
b) 22.20mm OD pipe(Domestic water)

Internal Connection
Stilt Floor 1.00 42.00 42.00
First Floor 1.00 25.00 25.00
Second Floor 1.00 25.00 25.00
Third Floor 1.00 25.00 25.00
Fourth Floor 1.00 25.00 25.00
Fifth floor 1.00 25.00 25.00
167
For 1 Block 167.00
Say 167 Rmt
c) 22.20mm OD pipe(Drinking water)

Internal Connection
Stilt Floor 1.00 2.0 2
First Floor 1.00 12.0 12
Second Floor 1.00 12.0 12
26
For 1 Block 26.00
Say 26 Rmt
d) 28.60mm OD pipe(Domestic water)

Down Take
First Floor & Second Floor 10 6.60 66
69.30
For 1 Block 69.30
Say 70.00 Rmt
e) 34.90mm OD pipe(Domestic water)

Down Take
Third Floor & Fourth Floor 10 6.60 66.00
66
For 1 Block 66.00
Say 66 Rmt
f) 28.60mm OD pipe (Drinking water)

30.0
For 1 Block 30.00
Say 30.0 Rmt
FLUSH WATER
l) 22.20mm OD pipe(Domestic water)
Internal Connection
150.00
For 1 Block 150.00
Say 150.00 Rmt
n) 28.60mm OD pipe (Flush water)

19.8
For 1 Block 19.80
Say 20.0 Rmt
o) 34.90mm OD pipe (Flush water)

6.6
For 1 Block 6.60
Say 7.00 Rmt
18 SWR PVC pipes

a) 75mm dia
Vertical stacks
Fifth Floor to Stilt Floor 4 19.80 79.20

175.20
For 1 Block 175.20
Say 176.00 Rmt
b) 110 mm dia down take pipe

Vertical stacks
Fifth Floor to Stilt Floor 3 19.80 59.40
Vent Pipes 3 1.50 4.50
127.90
For 1 Block 127.90
Say 128.00 Rmt
19 Drinking Water 5000.00 Lits
19 CPVC Pipes
Terrace Ring Main
DOMESTIC & DRINKING WATER
a) 100.00 mm OD 25.00 Rmt
b) 80.00 mm OD 45.00 Rmt
c) 65.00 mm OD 60.00 Rmt
Terrace Ring Main

Flush Water
a) 65.00 mm OD 100.00 Rmt
20 Gun Metal Valves

50mm Dia 2.00 No's
32 mm Dia 4.00 No's
25 mm Dia 4.00 No's
21 Construction of brick masonry support 50.00 No's
22 Vent cowel 5.00 5.00

For 1 Block 5.00
Say 5.00 Nos
23 Vent cowel 5.00 5.00

For 1 Block 5.00
Say 5.00 Nos

GENERAL ABSTRACT - FEMALE RESIDENTS HOSTEL
3 Electrification `
5336438.88
TOTAL ECV ` 32612866

ABSTRACT ESTIMATE FOR CIVIL WORKS FOR PROPOSED RESIDENTS HOSTEL FOR FEMALE
STUDENTS
Unit Rate Amount

finished item of work excluding dewatering charges
etc., as per SS 20 B(APSS 308)
2 Filling with carted gravel in trenches,sides of 1334.00 CUM ONE CUM 268.00 357512
foundations and basement with initial lead in layers
not exceeding 15cm thick,watering and ramming
and all peraitonal,incidental, labour charges,hire
profit complete for fnished item of work(APSS
NO.309&310)
4 Supply and placing of Vibrated Plain Cement 85.00 SQM ONE SQM 3050.00 259250
Unit Rate Amount
sand, coarse aggregate, water etc. to site
M 5 grade for foundations using coarse aggregate

concrete using batching and mixing plant of 15
cum per hour capacity with 20mm size graded

Unit Rate Amount
for finished item of work including out of water
from 0 to 1m (APSS No. 402)
c) Column Pedastals 32.00 CUM ONE CUM 6967.00 222944


Unit Rate Amount
a) Columns :
a) Roof Beams :
b) ROOF SLABS :


Unit Rate Amount
c) Side walls
Fourth Floor Water Tank side walls 30.00 SQM ONE SQM 2204.00 66120


No. 402)
b) Lintels

Unit Rate Amount
cement, fine aggregate (sand), coarse aggregate,
water etc., to site, centering using casurina ballies ,
bamboos , wooden reapers , runners , wood posts ,
wall plates etc., for 60cm wide sun-shades 7.5cm
thick at fixed end and 5cm thick at free end with
an average thickness of 6.25cm including all
of work (APSS No. 402, 403 & 903)


Unit Rate Amount
overheads & contractors profit but excluding cost
of steel and its fabrication charges complete for

M 10 grade mix using 20mm size graded machine

Unit Rate Amount

for sill slabs (APSS No. 402 & 403)

Unit Rate Amount
for platforms, lofts and shelves. (APSS No. 402
& 403)



different diameters for RCC works including
No.126)

Unit Rate Amount

chairs, spacer bars including cost and conveyance
of binding wire, cover blocks and all incidental,

cement, sand, water etc., to site and all
mortar, finishing, curing as directed by Engineer-in-
charge etc., and overheads & contractors profit
904)

Unit Rate Amount
complete for finished item of work for internal
walls. (SS 901,903 & 904)


lining at regular intervals of 45cmx45cm including
sand, water proofing compound, water etc., to site,
mixing mortar, laying, lift charges, rendering
work. (APSS No. 901 & 903).
Unit Rate Amount

cement, sand, water proofing compound, water
etc., to site, operational, incidental, and labour
rendering smooth and thread lining, curing
including rounding off junctions of wall and slab

bath room:
content 49% +2%
Unit Rate Amount
12390-8 2000, ASTM D 412-92
Note: -
approved agency.

176.00 SQM ONE SQM 540.00 95040

nomianl reinforcement as directred by Engineer -
In - Charge with dubara sponge finishing,including
finished item of work but excluding cost of steel
and its fabrication charges for finished item of

Unit Rate Amount
designs as approved by Engineer-in-charge, set
over base coat of cement mortar (1:8), 12mm thick
using screened sand over CC bed already laid or
RCC roof slab, including neat cement slurry of
honey like consistency spread @ 3.3 Kgs per sqm
& jointed neatly with white cement paste to full
depth mixed with pigment of matching shade,

quality conforming to IS:13711, IS:13712, IS:13630
(Parts 1 to 15) of any colour and finish in all shades
and designs with borders and design as per the
cement slurry of honey like consistancy spread
& 707)

Unit Rate Amount
operational, incidental labour & lift charges,

for finished item of work for platforms (S.S.701 &
special)

Unit Rate Amount


screened sand over CC bed alredy laid or RCC
roof slab including neat cement slurry of honey like

Unit Rate Amount
(S.S.701 & special)
a Treads
b Risers

finished item of work.(APSS No.701 &707)

Unit Rate Amount



Unit Rate Amount

all shades and designs with borders and design as
per the approved pattern as approved by Engineer-
in-Charge flushed to wall surface set over base

Unit Rate Amount


finish including cost and conveyance of all
materials, electrodes, welding charges, cost of all
work.

Unit Rate Amount
62.00 SQM ONE SQM 3040.00 188480

per approved drawing with top rail of 50mm dia
38.00 RM ONE RM 1428.00 54264

labour charges such as cutting , fixing of standing

Unit Rate Amount

in all floors.

1606.00 SQM ONE SQM 42.00 67452

loose dust, applying knifing paste filler by putty
180 and 320 No., emery paper for the surface
4060.00 SQM ONE SQM 197.00 799820

Unit Rate Amount
or Equivalent exterior Texture of average 2 to 3
mm thickness over plastered surface to prepare the
surface even and smooth after thoroughly brushing
powdered materials, applying emery paper, Sand
the surface, clean & wipe off loose dust, applying
putty/ texture paint filler by putty knife / muslin pad,
air dry for 2 - 3 hrs for the surface preparation
charges, scaffolding charges, overheads and
work in all floors for external walls
0.00 SQM ONE SQM 266.00 0

4136.00 SQM ONE SQM 193.00 798248

Unit Rate Amount
of synthetic polymer luxury plastic emulsion paint of
0.00 SQM ONE SQM 256.00 0

profit complete in all floors (APSS No.1200, 1207
& 1211).
First Floor : 10.00
233.00 SQM ONE SQM 199.00 46367

Grade-II VOC (Volatile Organic Compound)
content less than 50 grams/litre over primer coat
of red oxide to new iron work including cost and
finished item of work in all floors. (SS No. 1201,
1212 & 1207).

Unit Rate Amount
78.00 SQM ONE SQM 174.00 13572
53 Supply & applying Melamine Polish Glossy/

Matt finish to the wood works duly cleaning the
surface and applying emery paper, sand the wood
with 180 No., emery paper and then with 320 No.,
emery paper, clean & wipe off loose dust, applying
suitable knifing paste filler / wood filler by putty
180 and 320 No., emery paper, apply two
component wood sealer, air dry for 24 hrs, sand
with 320 No emery paper, applying one coat of
approved spraying thinner (for spraying)/ applying
purpose thinner (for brushing) and apply (either
with spray or brush) two coats of approved brand
melamine including cost & labour charges, emery
papers, cost of thinner & melamine polish, over

35mm, bottom rail of size 150mm x 35mm and
12mm thick plain float glass for shutter including
cost and

fasts of size 300 mm x 40 mm x 5mm including
cost of ISI marked brass fixtures of 8 Nos butt
(IS:204) of 200 mm long , 2 Nos 450 mm long
fancy handles, 2 Nos door stoppers, 2 Nos. Rubber
/ Nylon door stop bushes including fixing the
frame in position, fixing the shutters to the frame
40 mm) (1800mm x 2100mm)

Unit Rate Amount
fixing 1mm thick mat finish laminated sheet to full
width and height of the flush shutter both sides
wood frame, flush shutter, laminated sheet

101.43 SQM ONE SQM 4782.00 485038

supply and
Unit Rate Amount
3.78 SQM ONE SQM 5077.00 19191

2100mm.
49.50 RM ONE RM 375.00 18563

Unit Rate Amount
bottom rails. MS. Frame shall have a coat of steel
primers. The inner panel shall consist of 25mm
thick high density EPS conforming to IS 4671-1984
bounded with 2mm thick termite proof, water proof
and fire resistant moulded Pac sheet with 2,4,6
raised panel design in different plain and / or pre-
lam colours after routing to the moulded design on
one side and 2mm plain and / or pre-lam Pac sheet
on other side of the EPS. The edge of panel to be
sealed with lipping of 10mm wide PVC sheet
bottom (made by sticking 2 rigid foam sheet of
5mm thickness using Pac solvent cement) and
stiles sides 25mm(5mmX5) thick and 30mm width
Pac sheet fitted along MS tube for lock provision
for lock height 5mm thick Pac sheet of size
Nylon door: stop bushes including labour charges
First Floor 3.15 SQM
15.75 SQM ONE SQM 3753.00 59110

dimension of uPVC extruded glazing beads and
uPVC extruded interlocks, EPDM gasket, wool pile,
zinc alloy (white powder coated) touch locks with
hook, zinc alloy body with single nylon rollers
(weight bearing capacity to be 40 kg), G.I fasteners
100 x 8 mm size for fixing frame to finished wall
and necessary stainless steel screws etc. Profile of
frame & sash shall be mitred cut and fusion
Unit Rate Amount
Providing and fixing 3 Track 3 Shutter Pre painted
/powder coated (Base Steel as per IS 513 „D‟
quality galvanized as per IS 277 with Zinc of 120
Gms./ Sq.mtr) with total coated thickness of
microns thick, finished paint with a polyester paint
of 12-16 microns thick and back coated with Alkyd
backer of 5-7 microns or powder coated with pure
polyester powder up to 50-60 microns thick. The
External Section for Three Track Three Sliding
Shutter should be of 44 x 107mm with a provision
for bottom track insert profile of 10x9 mm made of
aluminium. Section for Window glass shutter
should be of 35x49mm , Section for Window Euro
groove should be of 25x24mm made of plastic to
accommodate standard accessories, and section
for window lap strip should be of 21x4mm made of
plastic. Section for Mesh Shutter should be of
35x49mm. The Window to be panelled with 4mm
thick pin headed glass. The gaskets are to be
made of Ethyl Propylene Diamine Manomer
[EPDM]. Corner Brackets for internal and external
frame to be made of glass filled nylon. Touch lock
to be provided for Window Shutter. Sections are to
be cut to length, joined and assembled by means
of corner
First Floorbrackets.
: The above frame to be fixed to 7.02 SQM
60.84 SQM ONE SQM 7526.00 457882

water etc.
Unit Rate Amount
i After fixing frame the gap between frame and

15.88 SQM ONE SQM 4892.00 77685

1110.00 Kgs ONE Kgs 89.00 98790


Unit Rate Amount
112 SQM ONE SQM 2817 315504

including cost of all materials like natural stone,
cement, sand and water, scaffolding etc., and
First Floor : 313 SQM ONE SQM 843 263859
Second Floor : 276 SQM ONE SQM 875 241500

work.
Third Floor: 276 SQM ONE SQM 775 213900

work.
Fourth Floor : 240 SQM ONE SQM 769.00 184560

Detailed Estimate for Residents Hostel for female Students- Ground Floor

F4 6 2.150 2.150 2.500 69.338
F5 10 2.350 2.350 2.500 138.063
F6 34 2.550 2.550 2.500 552.713
F7 8 2.750 2.750 2.500 151.250
For besement wall
alround 2*(50.09+11.8) 1 123.780 0.600 0.750 55.701
Deduct footings
F4 -8 2.150 0.600 0.750 -7.740
F5 -7 2.350 0.600 0.750 -7.403
F6 -15 2.550 0.600 0.750 -17.213
F7 -2 2.750 0.600 0.750 -2.475
932.23
Say 933.00 Cum

Deductions
a Qty as per PCC (1:4:8) -54.682
b Qty as per PCC (1:5:10) -76.000
f
Qty as per columns upto Ground level -2.295 -339.96
593.038 593.04
Say 594.00 Cum
Basement Filling
Qty Same as vitrified tiles flooring 1 30.41 2.100 63.86
Qty Same corridor flooring 1 83.03 2.100 174.36
6.85
Qty Same as non skid ceremic flooring 1 3.26 2.100
1206.81
Say 1207.00 Cum
1800.81
Say 1801.00 Cum
1334.00 Cum
Say 467.00 Cum

F4 6 2.150 2.150 0.150 4.160
APMSIDC-MTM MALE RESIDENTS HOSTEL-DET-GF 1690 OF 3032

F5 10 2.350 2.350 0.150 8.284
F6 34 2.550 2.550 0.150 33.163
F7 8 2.750 2.750 0.150 9.075
54.68
Say 55.00 Cum
5 PCC (1:5:10)
Horizontal
Grid B1-B15(TYP) 2 50.090 0.450 0.150 6.762
Deduct columns-C2 -30 0.300 0.450 0.150 -0.608
Lift -H 1 2.270 0.450 0.150 0.153
Verticals
Grid A2-D2 12 11.800 0.450 0.150 9.558
Grid A3-D3 1 11.800 0.450 0.150 0.797
Deduct columns-C1 -8 0.450 0.450 0.150 -0.243
Deduct columns-C2 -43 0.600 0.450 0.150 -1.742
Under Flooring
Qty Same as Granite flooring 12.00 0.100 1.20
Qty Same as vitrified tiles flooring 30.41 0.100 3.04
Qty Same corridor flooring 83.03 0.100 8.30
Qty Same as Chequered flooring 445.97 0.100 44.60
0.33
Qty Same as non skid ceremic flooring 3.26 0.100
72.14
Say 76.00 Cum
under lintels
D1 2 1 0.300 0.225 0.150 0.020
Lift door 2 1 0.300 0.225 0.150 0.020
W1 2 1 0.300 0.225 0.150 0.020
W3 2 3 0.300 0.225 0.150 0.061
V3 2 1 0.300 0.225 0.150 0.020
D2 2 2 0.300 0.100 0.150 0.018
D6 2 2 0.300 0.100 0.150 0.018
D1 6 1 0.230 0.225 0.150 0.047
Lift door 6 1 0.230 0.225 0.150 0.047
W1 4 1 0.230 0.225 0.150 0.031
W3 4 3 0.230 0.225 0.150 0.093
V3 2 1 0.230 0.225 0.150 0.016
D2 6 2 0.230 0.100 0.150 0.041
D6 6 2 0.230 0.100 0.150 0.041
0.49
Say 1.00 Cum
7 PCC for Steps
Staircase -Block 0.5 20 1.500 0.300 0.150 0.68
0.68
Say 1.00 cum
8 sill slabs
W1 1 2.100 0.230 0.100 0.05
W3 3 1.500 0.230 0.100 0.10
0.15
Say 1.00 cum
9 Platforms & Lofts

a Platforms
Reception 1 1.200 0.600 0.72
0.720
Say 1.000 Sqm
Lofts
House keeper Room 1 1.600 0.600 0.96
0.960
Say 1.000 Sqm

Say 2.000 Sqm

House keeper Room 3 1 1.600 0.450 2.16
2.160
Say 3.000 Sqm
i Foundation
Under RCC wall Alround external 1 123.780 0.315 0.600 23.39
Columns C1&C2 -31 0.300 0.315 0.600 -1.76
Columns C1 -7 0.450 0.315 0.600 -0.60
Columns C2 -1 0.600 0.315 0.600 -0.11
20.93
Say 22.00 Cum
ii Basement
Alround the Building 1 123.780 0.315 1.700 66.28
Columns C1&C2 -31 0.300 0.315 1.700 -4.98
Columns C1 -7 0.450 0.315 1.700 -1.69
Columns C2 -1 0.600 0.315 1.700 -0.32
59.30
Say 63.00 Cum
11 VRCC M25 grade
Footings
F4 6 2.000 2.000 0.475 11.400
F5 10 2.200 2.200 0.475 22.990
F6 34 2.400 2.400 0.550 107.712
F7 8 2.600 2.600 0.550 29.744
171.85
Say 181.00 Cum
c Pedestals
C1 16 0.900 0.900 0.600 7.776
C2 46 0.900 0.900 0.600 22.356
30.13
Say 32.00 Cum
d Plinth Beams
External
Columns C1&C2 -31 0.300 0.230 0.400 -3.720
Columns C1 -7 0.450 0.230 0.400 -1.260
Columns C2 -1 0.600 0.230 0.400 -0.240
Internal
Horizontal
Grid B1-B15(TYP) 2 50.090 0.230 0.400 9.217

Deduct columns-C2 -30 0.300 0.230 0.400 -0.828
Lift -H 1 2.270 0.230 0.400 0.209
Verticals
Grid A2-D2 12 11.800 0.230 0.400 13.027
Grid A3-D3 2 11.800 0.230 0.400 2.171
Deduct columns-C1 -8 0.450 0.230 0.400 -0.331
Deduct columns-C2 -43 0.600 0.230 0.400 -2.374
15.87
Say 17.00 Cum
12 VRCC M25 grade
a Columns
i Columns Upto GL
C1 14 0.300 0.450 0.500 0.945
C2 11 0.300 0.450 0.500 0.743
C3 8 0.300 0.450 0.500 0.540
C4 1 0.300 0.450 0.500 0.068
2.30
Say 3.00 Cum

C1 16 0.300 0.450 0.400 0.864
C2 46 0.300 0.600 0.400 3.312
4.18
Say 5.00 Cum
bottom
C1 16 0.300 0.450 2.875 6.210
C2 46 0.300 0.600 2.875 23.805
30.02
Say 31.00 Cum

i Upto G.L 3.00
39.00
Say 39.00 Cum
b Lintels
D1 1 2.260 0.225 0.175 0.089
Lift door 1 1.660 0.225 0.175 0.065
W1 1 2.260 0.225 0.175 0.089
W3 3 1.660 0.225 0.175 0.196
V3 1 1.060 0.225 0.175 0.042
D2 2 1.510 0.100 0.175 0.053
D6 2 1.210 0.100 0.175 0.042
0.58
Say 1.00 Cum
c) 230mm thick Side walls
Lift walls-V 2 2.400 1.500 7.20
Lift walls-H 2 2.300 1.500 6.90
Deduct lift -1 1.200 1.500 -1.80
12.30
Say 13.00 Sqm
13 VRCC M25 grade
a Roof Beams

Columns C1&C2 -31 0.300 0.230 0.375 -3.488
Columns C1 -7 0.450 0.230 0.375 -1.181
Columns C2 -1 0.600 0.230 0.375 -0.225
Internal
Horizontal
Grid B1-B15(TYP) 2 50.090 0.230 0.375 8.641
Deduct columns-C2 -30 0.300 0.230 0.375 -0.776
Lift -H 1 2.270 0.230 0.375 0.196
Secondary Beam 2 4.640 0.230 0.375 0.800
Verticals
Grid A2-D2 12 11.800 0.230 0.375 12.213
Grid A3-D3 2 11.800 0.230 0.375 2.036
Deduct columns-C1 -8 0.450 0.230 0.375 -0.311
Deduct columns-C2 -43 0.600 0.230 0.375 -2.225
Secondary Beam 2 1.455 0.230 0.375 0.251
15.93
Say 16.00 Cum
b Roof slab
A1-A15 x A1-D1 1 50.055 11.800 590.649
St.Case -1 3.270 4.670 -15.271
Lift -1 2.260 2.520 -5.695
569.68
Say 570.00 Sqm

Staircase (Flight -1& Flight-2) 2 3.089 1.500 9.266
Mid landing 1 3.300 1.500 4.950
14.22
Say 15.00 Sqm
14 Sunshades
W1 1 1.800 1.80
W3 3 1.200 3.60
5.40
Say 6.00 RM

Horizontal
Visitors Room-H 1 4.150 0.225 2.475 2.311
Horizontal 1 7.249 0.225 2.475 4.037
Deduct columns -1 0.600 0.225 2.475 -0.334
Lift-H 1 2.300 0.225 2.475 1.281
In Front of Lift-H 1 2.100 0.225 2.475 1.169
Horizontal 1 14.200 0.225 2.475 7.908
Deduct columns -5 0.300 0.225 2.475 -0.835
Verticals
Visitors Room-V(TYP) 3 6.600 0.225 2.475 11.026
Deduct columns -3 0.600 0.225 2.475 -1.002
Stair case-V 2 4.900 0.225 2.475 5.457
Deduct columns -4 0.600 0.225 2.475 -1.337
House Keeper-V 1 6.700 0.225 2.475 3.731
Deduct columns -2 0.600 0.225 2.475 -0.668
Deductions
D1 -1 1.800 0.225 2.100 -0.851

Lift door -1 1.200 0.225 2.100 -0.567
W1 -1 1.800 0.225 1.300 -0.527
W3 -3 1.200 0.225 1.300 -1.053
V3 -1 0.600 0.225 0.900 -0.122
Lintels
D1 -1 2.260 0.225 0.175 -0.089
Lift door -1 1.660 0.225 0.175 -0.065
W1 -1 2.260 0.225 0.175 -0.089
W3 -3 1.660 0.225 0.175 -0.196
V3 -1 1.060 0.225 0.175 -0.042
29.14
Say 30.00 Cum

House Keeper-V(TYP) 1 4.450 2.850 12.683
Ele-V 1 4.450 2.425 10.791
House Keeper-H 1 3.050 2.850 8.693
Electrical Room-H 1 3.050 2.850 8.693
Toilet wall House Keeper-H 1 1.500 2.850 4.275
Cupboard Walls 2 0.600 2.100 2.520
store -h 1 1.500 2.850 4.275
Double Wall
Horizontal 1 11.700 2.850 33.345
Deduct columns -4 0.300 2.575 -3.090
Deductions
D2 -2 1.050 2.100 -4.410
D6 -2 0.750 2.100 -3.150
Lintels
D2 -2 1.510 0.175 -0.529
D6 -2 1.210 0.175 -0.424
73.672
Say 74.000 sqm
17 TMT STEEL
150mm thick Retaining wall 0.15 85.00 100.000 Kgs/Cum 1275.00
level 569.7 80.000 0.125 Kgs/Sqm 5696.83
Shelves 3.00 0.025 80.000 Kgs/Cum 6.000
43789.93 Kgs
Say 43.80 MT
18 Mild steel
RBM 74 2.000 Kgs/Sqm 147.344

147.344
Say 0.15 MT
Qty Same as vitrified tiles flooring 30.41
Qty Same corridor flooring 83.03
Qty Same as non skid ceremic flooring 3.26

574.67
Say 575.00 Sqm

House Keeper 1 15.000 2.850 42.750
Electrical Room 1 15.000 2.850 42.750
Corridor 1 31.600 2.850 90.060
under Staircase 1 9.200 2.850 26.220
Visitors Room 1 24.800 2.850 70.680
Lift 1 9.600 3.000 28.800
in front of Lift 1 6.100 2.850 17.385
House Keeper Toilet 1 7.350 2.850 20.948
cross walls 2 11.800 2.850 67.260
Allround Columns
C1 15 1.500 2.850 64.125
C2 26 1.800 2.850 133.380
Beam sides
Beam sides 6 16.000 0.300 28.800
Beam sides 6 19.600 0.300 35.280
Beam sides 7 10.880 0.300 22.848
Beam sides 11 10.880 0.300 35.904
Deductions
D1 -1 1.800 2.100 -3.780
D2 -2 1.050 2.100 -4.410
D6 -2 0.750 2.100 -3.150
Lift door -1 1.200 2.100 -2.520
Ded for Dadooingwith ceremic tiles -7.56
Ded for Dadooing with ceremic tiles in
common areas -90.75
601.37
Say 602.00 Sqm
Say 361.00 Sqm
Say 241.00 Sqm
111.40
Say 112.00 Sqm

b Superstructure
All round the Building-beam 1 95.380 0.375 35.768
exposed to sun 1 36.100 3.000 108.300
Deductions
D1 -1 1.800 2.100 -3.780
W1 -1 1.800 1.300 -2.340
W3 -3 1.200 1.300 -4.680
J2 -2 1.200 1.300 -3.120
V3 -1 0.600 0.900 -0.540
129.61
Say 130.00 Sqm
Floorings
22 Non skid ceremic flooring
3.26
Say 4.00 Sqm
23 Vitrified flooring
a Vitrified flooring in Rooms
House Keeper 1 3.050 4.450 13.573
Store 1 1.500 2.175 3.263
Electrical Room 1 3.050 4.450 13.573
30.41
Say 31.00 Sqm
b Common Area flooring

Corridor 1 13.800 2.000 27.600
under Staircase 1 3.300 4.600 15.180
Visitors Room 1 7.800 4.600 35.880
in front of Lift 1 2.300 1.900 4.370
83.03
Say 84.00 Sqm
Entrance Foyer 1 5.800 1.200 6.96
11.91
Say 12.00 Sqm
0.720
Say 1.000 Sqm
W1 1 1.800 0.225 0.41
W3 3 1.200 0.225 0.81
1.22
Say 2.00 Sqm
Lift 1 2.250 2.500 5.63
Say 6.00 Sqm
28 Chequered tiles
Parking Area 1 16.000 11.900 190.400
Parking Area 1 19.600 11.900 233.240
Ramp & entranc 1 5.800 3.850 22.330
445.97
Say 446.00 Sqm

a Treads
Entrance Steps 1 6.200 0.300 1.86
Staircase 18 1.500 0.300 8.10
9.96
Say 10.00 Sqm
b Risers
Entrance Steps 2 6.200 0.150 1.86
Staircase 20 1.500 0.150 4.50
6.36
Say 7.00 Sqm
Skirtings
House Keeper 1 15.000 15.00
30.00
Say 30.00 Rmt

Staircase 1 12.200 12.20
12.20
Say 13.00 Rmt
32 Cladding with granite

Entrance 1 4.700 2.850 13.395
Lift Wall 1 2.300 2.850 6.555
Deductions
D1 -1 1.800 2.100 -3.780
Lift door -1 1.200 2.100 -2.520
13.65
Say 14.00 Sqm
33 Dadooing with ceremic tiles

Deductions
D6 -5 0.750 2.100 -7.875
7.56
Say 8.00 Sqm
34 Dadooing in common Area flooring
Corridor 1 31.600 1.500 47.400
under Staircase 1 9.200 1.500 13.800
Visitors Room 1 24.800 1.500 37.200
in front of Lift 1 3.800 1.500 5.700
Deductions
D1 -1 1.800 1.500 -2.700
D2 -2 1.050 1.500 -3.150
D6 -1 0.750 1.500 -1.125
Opening at Visitors room -1 3.050 1.500 -4.575
Lift Door -1 1.200 1.500 -1.800
90.75
Say 91.00 Sqm
1 123.780 1.000 123.78

123.78
Say 124.00 Sqm
36 Railing
Side Ramps 2 3.600 0.900 6.48
11.340
11.34
Say 12.00 Sqm
37 Grip bar
Staircase 1 11.700 11.70
11.700
Say 12.000 RM
38 False ceiling
House keeper 1 3.10 3.500 10.850
10.850
Say 11.000 Sqm

575.00
Say 575.00 Sqm
40 Wall putty
602.00
Say 602.00 Sqm

0.00
Say 0.00 Sqm
of walls
602.00
Say 602.00 Sqm
43
241.40
Say 242.00 Sqm

8.00 Sqm
Say 8.00 Sqm
D1 2.25 1 1.800 2.100 8.505
8.505
Say 9.000 Sqm

D2 2.25 2 1.050 2.100 9.923
9.923
Say 10.000 Sqm
S & F of Doors
47 Main Door
D1 (1.8 X 2.10) 1 1.800 2.100 3.780
Say 3.780 Sqm
48 D3 (1.05 X 2.10M)
2 1.050 2.100 4.410
Say 4.410 Sqm
FD 0 1.050 2.100 0.000

Say 0.000 Sqm
49 D5(0.750 X 2.10) - frame

2 4.950 9.900
9.900
Say 9.900 RM
50 D5(0.75 X 2.10) - shutter 2 0.750 2.100 3.150

Say 3.150 Sqm
S/F of UPVC windows

W1 1 1.800 1.300 2.34
W3 3 1.200 1.300 4.68
7.02
52 Ventilators
V3 1 0.600 0.900 0.54
0.54
Say 1.00 Sqm

W1 1 1.800 1.300 2.34
W3 3 1.200 1.300 4.68
V3 1 0.600 0.900 0.54
7.56
Say 8.00 Sqm
120.00 Kgs
54 Cupboards
House Keeper 1 1.500 2.100 3.15
3.150
Say 4.000 Sqm

House Keeper Building 1 21.010 3.000 63.03
Deductions
D1 -1 1.800 2.100 -3.78
D3 -1 1.050 2.100 -2.21

D5 -1 0.750 2.100 -1.58
W2 -4 1.500 1.300 -7.80
W3 -2 1.200 1.300 -3.12
V3 -1 0.600 0.900 -0.54
200.03
Say 201.00 Sqm

Detailed Estimate for Residents Hostel for Female Students- Typical floor (1st , 2nd & 3rd)
under lintels
W3 2 16 0.300 0.225 0.150 0.324
J1 2 4 0.300 0.225 0.150 0.081
V1 2 2 0.300 0.225 0.150 0.041
D2 2 16 0.300 0.225 0.150 0.324
D4 2 6 0.300 0.225 0.150 0.122
D5 2 4 0.300 0.225 0.150 0.081
D6 2 16 0.300 0.225 0.150 0.324
Hold fasts
W3 6 16 0.230 0.225 0.150 0.745
J1 6 4 0.230 0.225 0.150 0.186
V1 4 2 0.230 0.225 0.150 0.062
D2 2 16 0.230 0.225 0.150 0.248
D4 2 6 0.230 0.225 0.150 0.093
D5 4 4 0.230 0.225 0.150 0.124
D6 4 16 0.230 0.225 0.150 0.497
3.252
Say 4.000 Cum
2 PCC for Steps
Staircase 0.5 20 1.500 0.300 0.150 0.675
0.675
Say 1.000 cum
3 sill slabs
W3 16 1.500 0.230 0.100 0.55
0.552
Say 1.000 cum
4 Platforms & Lofts
a Platforms
Wash basin platforms in toilets 4 1.600 0.600 3.84
3.840
Say 4.000 Sqm
Lofts
Rooms 1 16 1.600 0.600 15.36
15.360
Say 16.000 Sqm

Say 20.000 Sqm

Rooms 3 16 1.600 0.450 34.56
34.560
Say 35.000 Sqm
5 VRCC M25 grade

a Columns

C1 16 0.300 0.450 2.875 6.210
C2 46 0.300 0.600 2.875 23.805
30.015
APMSIDC-MTM MALE RESIDENTS HOSTEL-DET-TYP.F 1702 OF 3032

Say 31.000 Cum
b Lintels
D4 2 1.510 0.225 0.175 0.119
Lift door 1 1.660 0.225 0.175 0.065
W3 16 1.660 0.225 0.175 1.046
V1 2 1.660 0.225 0.175 0.131
V3 8 1.060 0.225 0.175 0.334
JW1 4 1.660 0.225 0.175 0.261
JW2 2 1.960 0.225 0.175 0.154
D2 16 1.510 0.100 0.175 0.423
D4 4 1.510 0.100 0.175 0.106
D5 1 1.210 0.100 0.175 0.021
D6 16 1.210 0.100 0.175 0.339
G1 4 1.660 0.100 0.175 0.116
G1 4 1.660 0.100 0.175 0.116
3.231
Say 4.000 Cum
6 VRCC M25 grade

a Roof Beams
Columns C1&C2 -31 0.300 0.230 0.375 -3.488
Columns C1 -7 0.450 0.230 0.375 -1.181
Columns C2 -1 0.600 0.230 0.375 -0.225
Internal
Horizontal
Grid B1-B15(TYP) 2 50.090 0.230 0.375 8.641
Deduct columns-C2 -30 0.300 0.230 0.375 -0.776
Lift -H 1 2.270 0.230 0.375 0.196
Secondary Beam 2 4.640 0.230 0.375 0.800
Verticals
Grid A2-D2 12 11.800 0.230 0.375 12.213
Grid A3-D3 2 11.800 0.230 0.375 2.036
Deduct columns-C1 -8 0.450 0.230 0.375 -0.311
Deduct columns-C2 -43 0.600 0.230 0.375 -2.225
Secondary Beam 2 1.455 0.230 0.375 0.251
27.065
Say 28.000 Cum
b Roof slab
A1-A15 x A1-D1 1 50.055 11.800 590.649
St.Case -1 3.270 4.670 -15.271
Lift -1 2.260 2.520 -5.695
569.683
Say 570.000 Sqm

Mid landing 1 3.300 1.500 4.950
14.216
Say 15.000 Sqm

Horizontal
A1-A2(TYP) 4 5.100 0.225 2.475 11.360
Deduct columns -8 0.300 0.225 2.475 -1.337

A3-A15 2 42.055 0.225 2.475 46.839
Deduct columns -24 0.300 0.225 2.475 -4.010
Lift-H 1 2.300 0.225 2.475 1.281
Verticals
A1-B1(TYP) 8 4.900 0.225 2.475 21.830
Deduct columns -12 0.600 0.225 2.475 -4.010
Deduct columns -4 0.450 0.225 2.475 -1.002
Rooms-V 4 3.610 0.225 2.475 8.041
C1-D1(TYP) 9 4.900 0.225 2.475 24.558
Deduct columns -12 0.600 0.225 2.475 -4.010
Deduct columns -4 0.450 0.225 2.475 -1.002
Toilet Duct 4 1.600 0.225 2.475 3.564
corridor ends 4 2.900 0.225 0.300 0.783
corridor ends 2 3.700 0.225 0.300 0.500
Duct Walls 1 3.350 0.225 2.475 1.866
Duct Walls 12 1.800 0.225 2.475 12.029
Duct Walls 1 9.100 0.225 2.475 5.068
Duct Walls 1 5.350 0.225 2.475 2.979
Duct Walls 2 4.600 0.225 2.475 5.123
Duct Walls 1 2.700 0.225 2.475 1.504
walls At Drying 2 0.600 0.225 2.475 0.668
Deductions
D4 -2 1.050 0.225 2.100 -0.99
Lift door -1 1.200 0.225 2.100 -0.57
W3 -16 1.200 0.225 1.300 -5.62
V1 -2 1.200 0.225 0.900 -0.49
V3 -8 0.600 0.225 0.900 -0.97
JW1 -4 1.200 0.225 1.300 -1.40
JW2 -2 1.500 0.225 1.300 -0.88
Lintels
D4 -2 1.510 0.225 0.175 -0.12
Lift door -1 1.660 0.225 0.175 -0.07
W3 -16 1.660 0.225 0.175 -1.05
V1 -2 1.660 0.225 0.175 -0.13
V3 -8 1.060 0.225 0.175 -0.33
JW1 -4 1.660 0.225 0.175 -0.26
JW2 -2 1.960 0.225 0.175 -0.15
119.596
Say 120.000 Cum

v 2 2 2.750 2.100 23.100
WC-H 2 2 1.500 2.100 12.600
SH-V 2 2 2.750 2.100 23.100
SH-H 2 2 1.500 2.100 12.600
Anteroom-V 8 4.550 2.850 103.740
Deduct Coloumns -8 0.600 2.850 -13.680
Anteroom-H 6 1.500 2.850 25.650
Horizontal Rooms 1 15.800 2.475 39.105
Horizontal Rooms(TYP) 4 9.600 2.475 95.040
Deduct Coloumns -6 0.300 2.475 -4.455
Cup board walls 32 0.600 2.100 40.320
Platform Walls 4 0.700 0.900 2.520
Toilet in Rooms-V 8 2.400 2.850 54.720
Toilet in Rooms-V 8 1.550 2.850 35.340
Double Wall

A3-A15 2 42.055 2.475 208.172
Deduct columns -24 0.300 2.475 -17.820
Deduct Wall -2 6.055 2.475 -29.972
Deductions
D2 -16 1.050 2.100 -35.28
D4 -4 1.050 2.100 -8.82
D5 -4 0.750 2.100 -6.30
D6 -16 0.750 2.100 -25.20

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( No loading and unloading charges allowed for machinery loading and unloading )

(Lead) charges for (Lead) charges for

1 Lead up to 1 km 1 30.40 29.40

2 Lead up to 2 km 2 42.60 41.10

3 Lead up to 3 km 3 56.80 54.80

4 Lead up to 4 km 4 69.00 66.50

5 Lead up to 5 km 5 81.10 78.30

6 for Every km beyond 5 km up to 30 km 30 12.20 11.70

7 for Every km beyond 30 km 10000 10.10 9.80

Rubble/ size stone/

1 Loading 21.80 43.60

2 Unloading 10.90 21.80

18.30 43.20 18.50 48.90

25.70 60.40 25.90 68.50

34.20 80.60 34.60 91.30

41.60 97.80 42.00 110.90

48.90 115.10 49.40 130.40

7.30 17.30 7.40 19.60

6.10 14.40 6.20 16.30

72.00 86.30 60.00

72.00 86.30 60.00

Polished Shahabad / Tandur stone slabs 15mm to

High Polished Granite 16 to 18 mm thick up to 8'-

High Polished Granite 16 to 18 mm thick up to 8'-

Non-skid red or white full body Ceramic floor tiles of

Double charged / multi charged stain free full body

Glazed red or white full body ceramic wall tiles of

Chequered Cement Concrete heavy duty tiles

21 Medium teak wood scantilings up to 2m 21 MAT-00846

31 Cost of MS Tube 23 MAT-00871

36 Brass tower bolt 150mm long 25 MAT-00907

69 5mm thick plain float glass 52 MAT-01053

74 Water based Cement Primer of Interior Grade- 1 53 MAT-01073

MDF Board: interior-Both Side Laminated -12 mm

99 Laminate sheets - Glossy finish: 1mm thick 62 MAT-01205

101 12.5mm Gypboard Tiles 595mm x 595mm 63 MAT-01236

PVC door cladding to the flush doors

136 Pre painted steel windows

138 Pre painted steel Windows with fly mesh

Expansion joint filler board for buildings, columns,

Labour charges for making, fabricating cup-boards

Half rounding the edges of Marble / Granite slabs of

Machine cutting charges for Marble / Granite slabs

Flat nosing Shahabad/Kadapa slabs of any

Labour charges for fabricating steel works like

Labour charges for fixing Iron Doors, Iron Windows

164 Powder coated Al. sections 140 MAT-01575

163 Hire charges for Stage Scaffolding

a) 1st floor 151

167 178 (WS&S

a) Agitator car / Transit mixer 2 cum 43 HIR-00001& LAB-00317

Roads & Bridge works

210 Seigniorage charges G.O.Ms.No.11 of Industries and Com

Non SSR items

BMT-A.01 6000.00 1000 Nos.

BMT-A-13 11.00 1 No.

BMT-A-14 6.00 1 No.

BMT-B-05 1610.00 10 Sqm

BMT-B-06 1343.00 10 Sqm