Name of Work:

COST ESTIMATE FOR PROPOSED CONSTRUCTION

OF R.C.C RESIDENTIAL BUILDING (DOUBLE
STORIED) BY MR.SUBHASH SHIL, AT- SOUTH
INDRANAGAR, AGARTALA, WEST TRIPURA

Plinth Area:- 311.69 Sqm. / 3355.00 Sqft.

TOTAL ESTIMATED COST: Rs. 7,923,979.00 /-

AMOUNT IN WORDS: SEVENTY NINE LAKHS TWENTY THREE

THOUSAND NINE HUNDRED AND SEVENTY NINE ONLY.
 ABSTRACT OF COST

COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C

RESIDENTIAL BUILDING (DOUBLE STORIED) BY MR.SUBHASH
SHIL, AT- SOUTH INDRANAGAR, AGARTALA, WEST TRIPURA

Sub-head
Description Amount
no
I EARTH WORK 56061.84

II CONCRETE WORK 213723.38

III REINFORCED CEMENT CONCRETE WORK 2848928.75

IV BRICK WORK 1008906.49

V WOOD & PVC WORK 1159375.26

VI FLOORING WORK 702082.22

VII ROOFING AND CEILING WORK 53893

VIII FINISHING WORK 560344.81

TOTAL AMOUNT OF SUBHEADS 6603315.75

ADD 10% OF (A) FOR WATER SUPPLY AND SANITARY
660331.575
INSTALLATION

ADD 10% OF (A) FOR ELECTRIFICATION 660331.575

TOTAL COST 7923978.9

SAY AMOUNT 7923979.00
AMOUNT IN WORDS: SEVENTY NINE LAKHS TWENTY THREE
THOUSAND NINE HUNDRED AND SEVENTY NINE ONLY.
4631903
COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C RESIDENTIAL BUILDING
(DOUBLE STORIED) BY MR.SUBHASH SHIL, AT- SOUTH INDRANAGAR, AGARTALA,
WEST TRIPURA

SOR - 2020
SL. RATE AMOUNT
DESCRIPTION OF ITEM UNIT QUANTITY
NO.
( Building
A SUBHEAD - I
EARTH WORK
1 2.12 Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30cm in
depth, 1.5m in width as well as 10 sqm on plan) including
disposal of excavated earth, lead upto 50m and lift upto 1.5m,
disposed earth to be levelled and neatly dressed.
All kinds of soil Cum 164.10 134.9 22137.09
2 2.16 Filling available excavated earth (excluding rock) in trenches,
plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift upto 1.5 m.

All kinds of soil Cum 109.40 120.3 13160.82

3 2.19 Supplying and filling in plinth, under floor, foundations etc. with
sand (fine) from local quarry with all lifts including spreading in
horizontal layers, watering, grading to required slope, ramming, Cum 22.39 887.5 19871.13
consolidating and compacting each layer by using plate
compactor or by any suitable method complete.

4 2.2 Supplying chemical emulsion in sealed containers including

delivery as specified.
2.20.1 Chlorpyriphos/Lindane emulsifiable concentrate of 20% Litre 3.00 212.1 636.3
5 2.21 Diluting and injecting chemical emulsion for POST-
CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part
III)- Latest revision (excluding the cost of chemical emulsion):

2.21.1 Along external wall where the apron is not provided using
chemical emulsion @ 7.5 litres/sqm of the vertical surface of the
substructure to a depth of 300 mm including excavation channel
along the wall & rodding etc. complete

2.21.1.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. m 15.00 17.1 256.5
TOTAL COST OF SUBHEAD - I 56061.84
B SUBHEAD -II
CONCRETE WORK
1 4.1 Providing and laying in position cement concrete of specified
grade excluding the cost of centring and shuttering

All work upto plinth level:

b) 4.1.6 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm

nominal size) Cum 1.95 9872.1 19250.6

c) 4.1.7 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm

nominal size) Cum 6.95 9324.5 64805.28

d 4.1.8 1:5:10 ( 1 Cement: 5 fine sand : 10 graded stone aggregate 40

mm nominal size) Cum 14.14 8704.5 123081.63

2 4.11 Providing and laying damp-proof course with cement concrete

1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate
12.5mm/20mm nominal size).

4.11.1 D.P.C. 40 mm thick Sqm 11.890 553.9 6585.87

TOTAL COST OF SUBHEAD - II 213723.38

Page 4 of 15
 SOR - 2020
SL. RATE AMOUNT
DESCRIPTION OF ITEM UNIT QUANTITY
NO.
( Building

C SUBHEAD -III
REINFORCED CEMENT CONCRETE WORK
1 5.1 Providing and laying in position specified grade of reinforced
cement concrete excluding the cost of centring, shuttering,
finishing and reinforcement.

All work upto plinth level.

5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20
mm nominal size) Cum 41.43 10974.6 454677.68

2 5.2 Reinforced cement concrete work in walls (any thickness),

including attached pilasters, buttresses, plinth and skirting
courses, fillets, columns, pillars, piers, abutments, posts and
struts etc. upto floor five level excluding cost of centring,
shuttering, finishing and reinforcement-

5.2.2 In plinth and skirting courses, fillets, columns, pillars, posts and
struts
5.2.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20
mm nominal size) Cum 25.17 11791.9 296802.12

3 5.3 Reinforced cement concrete work in beams, suspended floors,

roofs having slope upto 15° landings, balconies, shelves, chajjas,
lintels, bands, plain window sills, staircases and spiral stair cases
upto floor five level excluding the cost of centring, shuttering,
finishing and reinforcement-

5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20

mm nominal size) Cum 60.20 12104.7 728702.94

4 5.19 Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth
level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
Kg. 4812.10 78.2 376306.22

5 5.20 Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth
level.
5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more Kg. 7969.80 78.2 623238.36

Centering & Shuttering

6 5.8 Centering shuttering including struttings, propping etc. and
removal of form work for:
a) 5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete
Sqm 119.32 268.9 32085.15
with timber plank
b) 5.8.3 Walls (any thickness) including attached pilasters, buttresses,
plinth and string courses etc. using shuttering ply Sqm 21.88 370 8095.6

c) 5.8.4.1 Suspended floors, roofs, landings, balconies and access platform

Sqm 309.98 464.3 143923.71
with timber planks
d) 5.8.5.2 Lintels, beams, plinth beams, girders, bressumers and
Sqm 266.81 317.7 84765.54
cantilevers with wooden plank
e) 5.8.6.2 Columns, Pillars, Piers, Abutments, Posts and Struts with
Sqm 177.98 462.3 82280.15
wooden plank
f) 5.8.7.1 Stairs (excluding landings) except spiral-staircases with wooden
Sqm 37.78 477.8 18051.28
plank
TOTAL COST OF SUBHEAD - III 2848928.75

D SUBHEAD -IV
BRICK WORK
1 6.1 First class brick work in foundation and plinth including cost of all
materials as required complete:-
a) 6.1.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). Cum 23.78 8888.4 211366.15
2 6.12 Half brick masonry work with first class bricks in superstructure
upto floor five level including cost of all materials as required
complete:-
6.12.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). Sqm. 511.08 1363.1 696653.15

Page 5 of 15
 SOR - 2020
SL. RATE AMOUNT
DESCRIPTION OF ITEM UNIT QUANTITY
NO.
( Building
3 6.19 Extra for providing & placing in position 2 nos 6mm dia MS bars
at every 4th course of half brick masonry work including
anchorage in joints of 75mm in each side in superstructure for all
level including cost of all materials as required complete:-
6.19.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ). Sqm. 511.08 197.4 100887.19
TOTAL COST OF SUBHEAD - IV 1008906.49

E SUBHEAD -V
WOOD & PVC WORK
1 8.1 Providing wood work in frames of doors, windows, clerestory
windows and other frames, wrought framed and fixed in position :

a) 8.1.3 Local Teak Wood Cum 3.630 87719.7 318422.51

2 8.5 Providing and fixing panelled / or panelled and glazed shutters for
doors, windows and clerestory windows including ISI marked
bright finished / black enamelled M.S butt hinges with necessary
screws excluding panelling and or glazing, which will be paid for
separately but including the wooden beading of 20 × 12 mm for
fixing panelling and or glazing as per direction of Engineer-In-
Charge.

a) 8.5.2 Gamair Wood

b) 8.5.2.1 35 mm thick shutters Sqm. 88.660 2257.8 200176.55
3 8.46 Providing and fixing M.S. grills of required pattern in frames of
windows etc. with M.S. flats, square or round bars etc. all
complete.
8.46.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg. 4433.000 126.4 560331.2
4 8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing
to frame with 10 mm diameter bolts, nuts and wooden plugs and
embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix No. 88.00 162.4 14291.2
(1 cement : 3 fine sand : 6 graded stone aggregate 20mm
nominal size)

5 8.54 providing and fixing ISI : 1341 marked M.S heavy weight butt
hinges with necessary screws etc.complete

8.54.1 125 × 90× 4.0 No. 136.000 53.6 7289.6

6 8.81 Providing and fixing IS : 3564 marked Aluminium die cast body
tubular type universal hydraulic door closer with necessary No. 34.000 1026 34884
accessories and screws etc. complete.
7 8.94 Providing and fixing aluminium sliding door bolts ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :
1868) transparent or dyed to required colour or shade with nuts
and screws etc. complete :

8.94.1 300x16 mm No. 22.000 259.9 5717.8

8 8.95 Providing and fixing aluminium tower bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or shade with necessary
screws etc. complete :

a) 8.95.1 300x10 mm No. 88.000 128.2 11281.6

9 8.98 Providing and fixing aluminium handles ISI marked anodised
(anodic coating not less than grade AC 10 as per IS : 1868)
transparent or dyed to required colour or shade with necessary
screws etc. complete :

a) 8.98.1 125 mm No. 88.00 64.7 5693.6

10 8.99 Providing and fixing aluminium hanging floor door stopper ISI
marked anodised (anodic coating not less than grade AC 10 as
per IS : 1868) transparent or dyed to required colour and shade
with necessary screws etc. complete.

8.99.1 Single rubber stopper No. 22.000 37.2 818.4

Page 6 of 15
 SOR - 2020
SL. RATE AMOUNT
DESCRIPTION OF ITEM UNIT QUANTITY
NO.
( Building
11 8.120 Providing and fixing factory made door frame (single rebate)
made of solid PVC foam profile with homogenous fine cellular
structure having smooth outer integral skin having 60mm width & Mtr 1.000 468.8 468.8
30mm thickness and shall be fixed to wall as per instructions of
Engineer-In-Charge using 100x8 sheet metal CSK screws.

TOTAL COST OF SUBHEAD - V 1159375.26

F SUBHEAD -VI
FLOORING WORK
1 10.27 Tile work in skirting, risers of steps, dado upto 2 m height over
12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine
sand ) jointed with grey cement slurry @ 3.3 Kg/sqm, including
pointing with white cement mixed with pigment of matching
shade complete.

i) 8mm thick Rajnagar marble tiles (polished) Sqm. 19.50 1006.6 19628.7
2 10.38 Providing and fixing 1st quality ceramic glazed wall tiles
(minimum 200 x 300) conforming to IS : 15622-2017 ( thickness
to be specified by the manufacturer ) of approved make in all
colours, shades of any size as approved by Engineer-in-charge
in skirting, risers of steps and dados over 12 mm thick bed of
Sqm 289.95 792 229641.35
cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with
ordinary cement slurry including pointing with white cement
mixed with pigment of matching shade complete.

3 10.42 Providing and laying polished vitrified floor tiles in different sizes (
thickness to be specified by the manufacturer ) with water
absorption less than 0.08 % and conforming to IS : 15622 -2017,
of approved make in all colours, shades laid over 20 mm thick
cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointing with grey
cement slurry @3.3 kg/sqm including grouting the joints white
cement and matching pigments etc., complete.

10.42.2 Double charged stainfree vitrified tiles

10.42.2.2. Size of tile 80x80 cm Sqm 307.74 1471.4 452812.17
TOTAL COST OF SUBHEAD - VI 702082.22
G SUBHEAD -VII
ROOFING AND CEILING WORK
1 11.42 Providing and fixing on wall face unplasticised Rigid PVC
rain water pipes (working pressure 4 kg / cm2) conforming to IS
: 13592 Type A including jointing with seal ring conforming to
IS : 5382 leaving 10 mm gap for thermal expansion:

11.42.2 Single socketed pipe - 110 mm OD m 30.00 268.5 8055

2 11.43 Providing and fixing on wall face unplasticised - PVC moulded
fittings/ accessories for unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A including jointing with seal
ring conforming to IS : 5382 leaving 10 mm gap for thermal
expansion:
a) 11.43.1 Coupler
11.43.1.2 110mm Each 50.00 123.6 6180
b) 11.43.3 Single equal tee without door
11.43.3.2 110 x 110 x 110 mm Each 30.00 224.4 6732
c) 11.43.4 Single equal tee with door
11.43.4.2 110 x 110 x 110 mm Each 25.00 231.2 5780
d) 11.43.5 Bend 87.5 degree
11.43.5.2 110mm Each 35.00 140.9 4931.5
e) 11.43.6 Plain shoe
11.43.6.2 110 mm Each 25.00 118 2950
3 11.44 Providing and fixing unplasticised -PVC pipe clips of approved
design to unplasticised - PVC rain water pipes by means of
50x50x50mm hard wood plugs, screwed with M.S. screws of
required length including cutting brick work and fixing with
cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall
etc. complete.

Page 7 of 15
 SOR - 2020
SL. RATE AMOUNT
DESCRIPTION OF ITEM UNIT QUANTITY
NO.
( Building
11.44.2 110mm Each 45.00 190.5 8572.5
4 11.45 Providing and fixing to the inlet mouth of rain water pipe PTMT
grating with thickness of 8mm and weighing not less than 100gm.
complete.
11.45.2 100mm Each 110.00 97.2 10692
TOTAL COST OF SUBHEAD - VII 53893
H SUBHEAD -VIII
FINISHING WORK
1 12.1 12 mm cement plaster of mix
a) 12.1.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) Sqm. 1168.68 174.4 203817.79
2 12.2 15 mm cement plaster on the rough side of single or half brick
wall of mix:
12.2.4 In cement mortar 1 : 6 ( 1 cement : 6 fine sand ) Sqm. 511.08 185.3 94703.12
4 12.5 Neat cement punning. Sqm. 71.34 45.1 3217.43
5 12.24 Distempering with oil bound washable distemper of approved
brand and manufacture to give an even shade.[Payment shall be
made after submission of Test Certificate issued by the
Manufacturer]
12.24.1 New Work (two or more coats) over and including water thinnable
priming coat with cement primer. Sqm. 1022.16 95.7 97820.71

6 12.30 Finishing walls with premium acrylic smooth exterior paint of

required shade of approved brand and manufacture [Payment
shall be made after submission of Test Certificate issued by the
Manufacturer]
12.30.1 New work ( two or more coats applied @ 1.43 litre/10 sqm ) over
and including priming coat of exterior primer applied @ 2.20 Sqm. 1022.16 119.4 122045.9
kg/10 sqm
7 12.33 Applying priming coat: [Payment shall be made after submission
of Test Certificate issued by the Manufacturer]
12.33.1 With ready mixed pink primer of approved brand and
Sqm. 1022.16 37.9 38739.86
manufacture on wood work ( hard & soft wood ).
TOTAL COST OF SUBHEAD - VIII
560344.81
TOTAL COST OF SUBHEADS 6603315.75
ADD 10% OF (A) FOR WATER SUPPLY AND SANITARY INSTALLATION 660331.575
ADD 10% OF (A) FOR ELECTRIFICATION 660331.575
TOTAL COST OF BUILDING 7923978.9
SAY AMOUNT 7923979.00
AMOUNT IN WORDS: SEVENTY NINE LAKHS TWENTY THREE THOUSAND NINE
HUNDRED AND SEVENTY NINE ONLY.

Page 8 of 15
 COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C RESIDENTIAL BUILDING (DOUBLE
STORIED) BY MR.SUBHASH SHIL, AT- SOUTH INDRANAGAR, AGARTALA, WEST TRIPURA

Qty Calculation :

Breadth / Height /
S.L No Description of Work No Length Unit Qty
Width Thickness
EARTH WORK
A EARTH WORK IN EXCAVATION
1 FOUNDATION
F1 4 2.00 2 2.0 Cum 32
F2 4 1.80 1.8 2.0 Cum 25.92
F3 8 1.90 1.9 2.0 Cum 57.76
F4 4 1.70 1.7 2 Cum 23.12

SEPTIC TANK 1 3.50 2.00 1.90 Cum 13.3

WATER TANK 1 3.00 2.00 2.00 Cum 12
TOTAL EARTH WORK Cum 164.10

B EARTH FILLING Cum 109.40

C SAND FILLING
1 FOUNDATION
F1 4 2.00 2 0.100 Cum 1.6
F2 4 1.8 1.8 0.100 Cum 1.3
F3 8 1.9 1.9 0.100 Cum 2.89
F4 4 1.70 1.7 0.100 Cum 1.16
2 BELOW FLOOR
PART 1 1 11.92 11.86 0.100 Cum 14.14

SEPTIC TANK 1 3.50 2.00 0.100 Cum 0.7

WATER TANK 1 3.00 2.00 0.100 Cum 0.6
TOTAL SAND FILLING Cum 22.39

D CC WORK

1 FOUNDATION
F1 4 2.00 2 0.100 Cum 1.6
F2 4 1.8 1.8 0.100 Cum 1.3
F3 8 1.9 1.9 0.100 Cum 2.89
F4 4 1.7 1.7 0.100 Cum 1.16
Cum 6.95
2 BELOW FLOOR
PART 1 1 11.92 11.86 0.10 Cum 14.14
Cum 14.14
SEPTIC TANK 1 3.50 2.00 0.15 Cum 1.05
WATER TANK 1 3.00 2.00 0.15 Cum 0.9
Cum 1.95
TOTAL CC WORK Cum 23.04

D.P.C. 40 mm thick 1 47.56 0.25 Sqm 11.89

TOTAL 11.89
E RCC WORK

Page 9 of 15
 COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C RESIDENTIAL BUILDING (DOUBLE
STORIED) BY MR.SUBHASH SHIL, AT- SOUTH INDRANAGAR, AGARTALA, WEST TRIPURA

Qty Calculation :

Breadth / Height /
S.L No Description of Work No Length Unit Qty
Width Thickness
1 FOUNDATION
F1 4 2.00 2 0.375 Cum 6
F2 4 1.8 1.8 0.3 Cum 3.89
F3 8 1.9 1.9 0.35 Cum 10.11
F4 4 1.70 1.70 0.25 Cum 2.89
TOTAL R.C.C FOR FOOTINGS Cum 22.89
2 SEPTIC TANK
FOR SLAB 1 3.50 2.000 0.100 Cum 0.7
FOR WALLS 1 15.00 0.250 1.25 Cum 4.69
3 WATER TANK
FOR SLAB 1 3.00 2.000 0.125 Cum 0.75
FOR WALLS 1 12.00 0.250 1.5 Cum 4.5
TOTAL R.C.C FOR S/T & W/T SLAB Cum 1.45
TOTAL R.C.C FOR S/T & W/T WALL Cum 9.19
4 GROUND TIE BEAM
1 95.12 0.30 0.40 Cum 11.41
5 PLINTH TIE BEAM
1 95.12 0.25 0.30 Cum 7.13
TOTAL BEAM UPTO PLINTH Cum 18.54
7 ROOF BEAM
2 95.12 0.25 0.30 Cum 14.27
TOTAL R.C.C FOR ROOF BEAM Cum 14.27
8 INTERMIDIATE BEAM (LINTEL)
LINTEL 2 123.66 0.125 0.150 Cum 4.64
TOTAL R.C.C FOR LINTEL BEAM Cum 4.64
9 COLUMN
C1 4 0.40 0.30 7.85 Cum 3.77
C2 8 0.36 0.30 7.85 Cum 6.78
C3 4 0.30 0.30 7.85 Cum 2.83
Mumpty 4 0.40 0.30 2.40 Cum 1.15
TOTAL FOR COLUMN Cum 14.53
10 SLAB
S1 2 11.92 11.86 0.125 Cum 35.34
TOTAL RCC FOR SLAB Cum 35.34

11 STAIR CASE 1
LANDING 2 2.60 1.20 0.160 Cum 1.00
WAIST SLAB 4 3.09 1.30 0.150 Cum 2.41
TREAD & RISER 40 1.30 0.25 0.15 Cum 1.95
LANDING BEAM 2 2.60 0.45 0.250 Cum 0.59
TOTAL FORMWORK FOR SLAB Cum 5.95

TOTAL RCC work Cum 126.80

F STEEL WORK KG/CUM

1 FOOTING/PILE CAP 22.89 70 Kg 1602.300
2 GROUND TIE BEAM 11.41 110 Kg 1255.100
3 PLINTH TIE BEAM 7.13 110 Kg 784.300
3 S/T & W/T 10.64 110 Kg 1170.400
TOTAL STEEL WORK UPTO PL Kg 4812.10
1 ROOF BEAM 14.27 120 Kg 1712.400
2 COLUMN 14.53 160 Kg 2324.800

Page 10 of 15
 COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C RESIDENTIAL BUILDING (DOUBLE
STORIED) BY MR.SUBHASH SHIL, AT- SOUTH INDRANAGAR, AGARTALA, WEST TRIPURA

Qty Calculation :

Breadth / Height /
S.L No Description of Work No Length Unit Qty
Width Thickness
3 SLAB 35.34 80 Kg 2827.200
4 LINTEL BEAM 4.64 110 Kg 510.400
5 STAIR CASE 5.95 100 Kg 595.000
TOTAL STEEL WORK ABOVE PL Kg 7969.80

1 TUBULAR TRUSSES 0.00 20 Kg 0

G CENTERING SHUTTERING
1 FOUNDATION
F1
FOR BASE 4 2.00 2 Sqm 16.0
FOR SIDE STOPPER 4 8 0.375 Sqm 12.0
F2
FOR BASE 4 1.80 1.8 Sqm 13.0
FOR SIDE STOPPER 4 7.2 0.3 Sqm 8.6
F3
FOR BASE 8 1.90 1.9 Sqm 28.9
FOR SIDE STOPPER 8 7.6 0.35 Sqm 21.3
F4
FOR BASE 4 1.70 1.7 Sqm 11.6
FOR SIDE STOPPER 4 8 0.25 Sqm 8.0
TOTAL FORM WORK FOR FOOTING Sqm 119.32
2
SEPTIC TANK
FOR SLAB 1 3.50 2.00 Sqm 7.0
FOR SIDE STOPPER 1 11.00 0.1 Sqm 1.1
WATER TANK
FOR SLAB 1 3.00 2.00 Sqm 6.0
FOR SIDE STOPPER 1 10.00 0.125 Sqm 1.3
SEPTIC TANK
FOR WALL 1 5.50 1.25 Sqm 6.9
WATER TANK
FOR WALL 1 10 1.5 Sqm 15.0
TOTAL FORM S/T & W/T SLAB Sqm 15.35
TOTAL FORM WORK FOR S/T & W/T Sqm 21.88
WALL

3 SLAB
S1
FOR SLAB 2 11.92 11.86 Sqm 282.7
FOR SIDE STOPPER 2 47.56 0.125 Sqm 11.9
TOTAL FORMWORK FOR SLAB Sqm 294.63

4 INTERMIDIATE BEAM (LINTEL)

LINTEL 2 123.66 0.425 Sqm 105.1
ROOF BEAM
2 95.12 0.85 Sqm 161.7
Sqm 266.81
5 COLUMN

Page 11 of 15
 COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C RESIDENTIAL BUILDING (DOUBLE
STORIED) BY MR.SUBHASH SHIL, AT- SOUTH INDRANAGAR, AGARTALA, WEST TRIPURA

Qty Calculation :

Breadth / Height /
S.L No Description of Work No Length Unit Qty
Width Thickness
C1 4 1.4 7.85 Sqm 44.0
C2 8 1.32 7.85 Sqm 82.9
C3 4 1.2 7.85 Sqm 37.7
Mumpty 4 1.4 2.4 Sqm 13.4
Sqm 177.98

6 STAIR CASE
LANDING SLAB 2 2.6 1.20 Sqm 6.24
FOR STOPPER 2 7.6 0.160 Sqm 2.43
WAIST SLAB 4 3.09 1.30 Sqm 16.05
FOR STOPPER 4 8.77 0.150 Sqm 5.26
TREAD & RISER 40 1.300 0.150 Sqm 7.80
TOTAL FORMWORK FOR SLAB Sqm 37.78

I DOOR & WINDOW WORK

1 DOOR & WINDOW SHUTTER

D1 12 1.00 2.385 Sqm 28.62

D2 10 0.90 2.385 Sqm 21.47
W 10 1.60 1.600 Sqm 25.60
W1 7 1.60 0.900 Sqm 10.08
W2 1 1.60 0.750 1.20
V 5 0.45 0.750 Sqm 1.69
88.66
2 DOOR & WINDOW FRAME

D1 12 5.77 0.15 0.1 Cum 1.04

D2 10 5.67 0.15 0.1 Cum 0.85
W 10 6.40 0.15 0.1 Cum 0.96
W1 7 5.00 0.15 0.1 Cum 0.53
W2 1 4.70 0.15 0.1 Cum 0.07
V 5 2.40 0.15 0.1 Cum 0.18
3.63
SHUTTER Sqm 88.66
FRAME Cum 3.63
J BRICK WORK
GROUND FLOOR
BELOW PLINTH BEAM
1 1 95.12 0.25 1 Cum 23.78
TOTAL B/W FOR 250 MM TH Sqm 23.78

WALL OUTER 2 47.56 2.425 Sqm 230.67

WALL INNER 2 76.10 2.425 Sqm 369.07
TOTAL B/W FOR 125 MM TH Sqm 599.74
TOTAL B/W FOR 125 MM TH AFTER Sqm 511.08
DOOR & WINDOW DEDUCTION

FLOORING WORK

Page 12 of 15
 COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C RESIDENTIAL BUILDING (DOUBLE
STORIED) BY MR.SUBHASH SHIL, AT- SOUTH INDRANAGAR, AGARTALA, WEST TRIPURA

Qty Calculation :

Breadth / Height /
S.L No Description of Work No Length Unit Qty
Width Thickness
FLOOR TILES
ROOM 2 141.37 1.00 Sqm 282.74
BATHROOM 5 2 2.5 Sqm 25.00
WALL TILES .
ROOM 2 199.75 0.3 Sqm 119.85
KITCHEN 3 12 2.1 Sqm 75.60
BATHROOM 5 9 2.1 Sqm 94.50

DISTEMPERING Sqm 1022.16

PAINTING Sqm 1022.16

K FINISHING WORK
PLASTERING
1 WALL 2 123.66 3 Sqm 741.94
ROOF BEAM 2 95.12 1.000 Sqm 190.24
LINTEL BEAM 2 123.66 0.550 Sqm 136.02
COLUMN 16 0.80 7.85 Sqm 100.48
TOTAL PLASTERING IN RCC 1168.68

L NEAT CEMENT PUNNING

1 BELOW PLINTH 1 95.12 0.75 Sqm 71.34
Sqm 71.34

Page 13 of 15
COST ESTIMATE FOR PROPOSED CONSTRUCTION OF R.C.C RESIDENTIAL BUILDING (DOUBLE STORIED) BY
MR.SUBHASH SHIL, AT- SOUTH INDRANAGAR, AGARTALA, WEST TRIPURA

NO. OF CEMENT(No
SL NO. ITEM Qty in Cum STEEL(IN KG) BRICKS of bags) SAND(Cft) AGGREGATE(Cft)
20 MM 16 MM 12MM 10MM 8MM
1 SAND FILLING 22.39 1677.06
2 TOTAL CC WORK 23.04 134 503.1 1006
SEPTIC TANK &
10.64 777.6 51 98 199.5
3 WATER TANK
4 PILE 0.00 14589.72 3522.25 712 889.9 1780
5 PILE CAP
6 FOUNDATION 8.89 1393.23 758.5 578.3 337 706.9 1414
7 #REF! #REF! 220.3 175.8 302.5 140 262.9 525.7
8 GROUND TIE BEAM 11.41 1748 570.42 123 230.8 471.8
9 PLINTH TIE BEAM 7.13 1748 570.42 123 230.8 471.8
10 COLUMN 14.53 4998.90 2987.2 959.3 598 1121 2243
11 ROOF BEAM 14.27 1860 759.8 578.3 605 1135 2270
12 SLAB 35.34 32463.5 1467 2750 5500
23.78 13589 78 290.76
13 BRICK WORK 10 INCH
14 BRICK WORK 5 INCH 511.08 24620 140 526.79
15 PLASTER 1168.68 35 185.8
TOTAL 4998.90 24546.45 1694.1 4981.35 35341 38209 4543 10608.81 15881.8
ADD 10% EXTRA FOR WASTAGE 499.89 2454.645 169.41 498.135 3534.124 3820.9 454.3 1060.881 1588.18

GRAND TOTAL 5498.79 27001.095 1863.51 5479.485 38875 42030 4997 11670 17470
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