Project Management Unit Sports Board Punjab: ADP Scheme No. Estimated Cost Approving Forum
Project Management Unit Sports Board Punjab: ADP Scheme No. Estimated Cost Approving Forum
Project Management Unit Sports Board Punjab: ADP Scheme No. Estimated Cost Approving Forum
PC-I
For
July, 2017
SPONSORING AGENCY
PROJECT DIGEST
PC-I
CONSTRUCTION OF SPORTS STADIUM AT
1 Name of the Project GUJRANWALA.
2 Location Gujranwala.
4 Plan Provision
5 Project Objectives
Page 3 of 190
Page 4 of 190
In case of revised projects, indicate
ii objectives of the project, if different N/A
from original PC-I
Year-I Year-II
- Item
Provide year-wise estimates of
iii. 2019-20 2020-21
physical activities by main component
Local FEC Local FEC
A Capital - - - -
B Revenue 10.00 - 193.900 -
Total 10.00 - 193.900 -
Page 4 of 190
Page 5 of 190
Phasing of capital cost be worked out
iv. on the basis of each item of work as Provided in 7(iii)
stated above and provide information
Annual operating and maintenance Maintenance cost for 01 year (i.e., Rs. 1.680 Million) has
8 cost after completion of the Project been included in the estimate. Afterwards, Sports Board
Punjab will take up the operation & maintenance.
i. Existing capacity of services and its No such sports facilities are available in Gujranwala .
supply
More sports projects will have to be provided to meet
ii. Project demand for 10 years the increasing population demands of the area.
1. Membership fee
2. Day & night matches fee
3. Coaching fee
4. Income from PPP Mode projects
ii. Social benefits with indicators It is a Social Sector Project and the benefits cannot be
quantified but it will give pleasure, good health, positive
time pass and an activity for sports passionate fans.
iii. Environmental impact Grassy fields and horticulture in play grounds will give
positive/good impact on environment.
Page 5 of 190
Page 6 of 190
(b) Project Analysis
generation (direct and Jobs will be created all over Punjab in terms of engaging
iii. Employment experts and support staff in PMU, O&M Staff,
indirect) Consultants, Contractors and Private Sector
12 Implementation schedule
i. Indicate starting and completion dates The Project will take 12 Months for completion from the
of the project date of start.
ii. Item-wise/year-wise implementation
schedule in line chart co-related with
the phasing of physical activities. N/A
iii. Mode of payment PMU-SBP consists of a lean Core Team which will
administer/ manage the project as a whole and
channelize payments only. Interim Payment Certificate
(based on Measurement Sheets duly verified by the
Supervisory Consultants) will be initiated by the
Contractor and submitted to the Supervisory Consultant
who will re-verify all the entries/ measurement sheets
and forward the certified bill to PMU-SBP for payment.
Consultant verified/ certified measurement sheets will
be the only database for work done and shall be treated
as final for payment.
i. Administrative arrangements for PMU-Sports Board Punjab will implement the project.
implementation of the project
Page 6 of 190
Page 7 of 190
Job description, qualification,
iii. experience ,age and salary of each job N/A
be provided
Certified that the project proposal has been prepared on the basis of instruction provided by
15 planning commission for the preparation of PC-1 for social sector projects.
i. The name, designation and phone # of • Certified that PC-1 has been prepared as per
the officer responsible for, preparing instructions of Planning Commission of Pakistan for
and checking be provided. It may also preparation of PC-1 for Social Sector Projects.
be confirmed that PC-I has been
prepared as per instructions for the
preparation of PC-I for social sector
projects.
ii. The PC-I along with certificate must be PC-1 has been signed by the Principal Accounting Officer.
signed by the principal accounting
officer to ensure its ownership.
(DIRECTOR ADMINISTRATION)
FORWARDED BY: DIRECTOR ADMINISTRATION SPORTS PUNJAB
Page 7 of 190
Page 8 of 190
YOUTH AFFAIRS, SPORTS, ARCHAEOLOGY &
TOURISM DEPARTMENT
Page 8 of 190
Government of the Punjab
Youth Affairs, Sports, Archaeology & Tourism
Department Lahore.
PC-I
For
Page 9 of 190
Page 10 of 190
Page 11 of 190
9,888,569
Add 5% GST
Add 2% Contingency Charges 3,992,574
Page 11 of 190
Page 12 of 190
Page 12 of 190
Page 13 of 190
TADIUM AT
D.A
D.A
D.A
D.A
D.A
Million
Director
Page 13 of 190
Page 14 of 190
Page 14 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
ABSTRACT OF COST
Total Rs.13,101,344
Page 15 of 190
Page 16 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
ABSTRACT OF COST
TOTAL Rs.2,147,354
Page 17 of 190
Page 18 of 190
Rough Cost Estimate for Construction of Football Ground
Sr Ref Description Rate Unit Quantity
MRS 2nd Bi annual 2019 Gujranwala
1 29/18/b Dressing and levling done by the machinery
Page 19 of 190
ball Ground
Amount
Rs.19,069
Rs.1,517,625
Rs.579,500
Rs.31,160
2,147,354
Page 20 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
ABSTRACT OF COST
TOTAL Rs.7,865,433
Page 21 of 190
Page 22 of 190
Revised Estimate for Construction of Football
Sr # Description
[Page]23
Revised Estimate for Construction of Football
Sr # Description
// Sides 2x 12.38 x 3.25 =
// Bed 2x 11.50 x 1.5 =
// Sides 2x 11.50 x 3.25 =
Total
108/4/a 3 a) Providing and laying base course of crushed stone
aggregate of approved quality and grade, and supply
and spreading of stone screening, including placing,
mixing, spreading and compaction of base course
material to required depth, camber and grade to
achieve 100% maximum modified AASHO dry density,
including carriage of all materials to site of work except
gravel and. aggregate.
[Page]24
Revised Estimate for Construction of Football
Sr # Description
42/6/Aii3 5
[Page]25
Revised Estimate for Construction of Football
Sr # Description
// 2x 25.00 x 1.125 x 0.50 =
// 2x 25.00 x 0.750 x 3.00 =
Main step 1x 20.00 x 8.000 x 0.50 =
// 1x 18.00 x 7.000 x 0.50 =
// 1x 16.00 x 6.000 x 0.50 =
// 1x 14.00 x 5.000 x 0.50 =
// 1x 12.00 x 4.000 x 0.50 =
// 1x 12.00 x 3.000 x 0.50 =
// 1x 12.00 x 2.000 x 0.50 =
// 1x 12.00 x 1.000 x 0.50 =
Canteen step 2x 3.25 x 8.000 x 0.50 =
2x 3.25 x 7.000 x 0.50 =
2x 3.25 x 6.000 x 0.50 =
2x 3.25 x 5.000 x 0.50 =
2x 3.25 x 4.000 x 0.50 =
2x 3.25 x 3.000 x 0.50 =
2x 3.25 x 2.000 x 0.50 =
2x 3.25 x 1.000 x 0.50 =
Total
52/5/i 7 Pacca brick work in ground floor:-i) cement, sand
mortar:-Ratio 1:5
Horizontal wall 1x 58.00 x 0.75 x 17.000 =
Horizontal wall 4x 24.500 x 0.75 x 17.000 =
Horizontal wall 1x 9.000 x 0.75 x 17.000 =
Horizontal wall 2x 23.00 x 0.75 x 12.500 =
Vertical wall 4x 30.00 x 0.75 x 17.000 =
Vertical wall 2x 12.375 x 0.75 x 17.000 =
Vertical wall 2x 10.000 x 0.75 x 11.000 =
Bath Wall 2x 12.38 x 0.375 x 8.000 =
Bath Wall 4x 5.25 x 0.375 x 8.000 =
Kitchen 1x 14.50 x 0.375 x 12.500 =
Total
DEDUCTION
D-1 2x 5.00 x 8x 0.75 =
D-1 3x 5.00 x 7x 0.75 =
D-2 2x 3.50 x 7x 0.75 =
D-3 2x 3.00 x 7x 0.75 =
D-4 7x 2.50 x 7x 0.38 =
[Page]26
Revised Estimate for Construction of Football
Sr # Description
W-1 2x 16.88 x 14.17 x 0.75 =
W-2 3x 6.00 x 5x 0.75 =
W-3 2x 3.50 x 5.5 x 0.75 =
V-1 6x 2.00 x 3x 0.75 =
C-1 11 x 0.75 x 1.5 x 17.00 =
C-2 2x 0.75 x 1.75 x 17.00 =
C-3 2x 0.75 x 1.75 x 17.00 =
NET QUANTITY
42/6/3/c 8 Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design including forms, moulds,
shuttering, lifting, compacting, curing, rendering and
finishing exposed surface, complete (but excluding the
cost of steel reinforcement, its fabrication and placing in
position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, extra. columns lintels, girders and
other structural members laid in situ or precast laid in
position, or prestressed members cast in situ, complete
in all respects:- (3) (c) Type C (nominal mix 1: 2: 4) MB
[Page]27
Revised Estimate for Construction of Football
Sr # Description
GB-2 4x 15.41 x 0.75 x 1.25 =
GB-2 4x 5.25 x 0.75 x 1.25 =
Slab 2x 25.25 x 38.50 x 0.50 =
Center slab 2x 10.50 x 34.875 x 0.50 =
Stair 2x 4.50 x 10.0 x 0.50 =
landing 1x 10.50 x 4.5 x 0.50 =
Stair steps 9x 10.50 x 4.5 x 0.33 =
C-1 11 x 15.00 x 1.50 x 0.75 =
C-2 2x 15.00 x 1.25 x 0.75 =
C-3 2x 15.00 x 1.75 x 0.75 =
C-4 2x 15.00 x 1.00 x 1.00 =
Total
44/9/b 9 Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in position,
making joints and fastenings, including cost of binding
wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars):- (b) Deformed bars (Grade-40)
Total
72/11/b 10 Cement plaster 1:5 upto 20' (6.00 mm) height:- b) ½"
(13 mm) thick ( Internal and External Wall )
wall 12 x 24.50 x 17.00 =
wall 8x 34.875 x 17.00 =
Center wall 4x 12.38 x 17.00 =
Lobby wall 2x 9.00 x 17.00 =
bath 4x 12.38 x 8 =
bath 8x 4.50 x 8 =
Top wall 4x 30.000 x 13.00 =
Top wall 4x 10.000 x 13.00 =
Total
DEDUCTION
[Page]28
Revised Estimate for Construction of Football
Sr # Description
V-1 12 x 2.00 x 3x =
NET QUANTITY
72/10/b 11 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.
roof slabs only, upto 20' height. b) 1:3
GB-1 6x 24.50 x 0.75 =
GB-1 4x 34.88 x 0.75 =
GB-1 2x 13.50 x 0.75 =
GB-2 2x 5.25 x 0.75 =
Slab 2x 25.25 x 40.38 =
Center slab 2x 10.50 x 34.875 =
C-1 11 x 0.75 x 4.25 =
C-1 11 x 15.38 x 1.50 =
C-2 2x 15.38 x 1.25 =
C-3 2x 22.91 x 1.25 =
C-4 2x 22.91 x 1.25 =
Total
73/23/a/iii+73 12 Priming coat of chalk under distemper Distempering:-
/22 a) new surface:- iii) three coats
wall 6x 24.50 x 16.125 =
wall 4x 34.875 x 16.125 =
Center wall 2x 12.375 x 16.125 =
GB-1 6x 24.50 x 0.75 =
GB-1 4x 34.875 x 0.75 =
GB-1 2x 13.50 x 0.75 =
GB-2 2x 5.25 x 0.75 =
Slab 2x 27.25 x 40.375 =
Center slab 2x 10.50 x 34.875 =
C-1 6x 0.75 x 4.25 =
C-1 16 x 16.13 x 1.50 =
C-2 2x 16.13 x 1.25 =
C-3 2x 22.91 x 1.25 =
C-4 2x 22.91 x 1.25 =
Total
DEDUCTION
D-1 4x 4.00 x 7 =
D-2 4x 3.00 x 7 =
D-3 6x 2.50 x 7 =
W-1 4x 10.00 x 6 =
[Page]29
Revised Estimate for Construction of Football
Sr # Description
W-2 4x 6.00 x 4 =
W-3 2x 4.00 x 4 =
V-1 6x 2.00 x 2 =
Total
89/32A-A-i+ii 13 Providing and applying weather shield paint of
approved quality on external surface of building
including preparation of surface, application of primer
complete in all respect: a) new surface: ii) 2nd coat
D-1 4x 4.00 x 7 =
D-2 4x 3.00 x 7 =
D-3 6x 2.50 x 7 =
W-1 4x 10.00 x 6 =
W-2 4x 6.00 x 4 =
W-3 2x 4.00 x 4 =
V-1 6x 2.00 x 2 =
Total
NET QUANTITY
29/15/i 14 Earth filling under floor with surplus earth from
foundation
41/3/a 15
Players room 2x 23.00 x 15.0 x 0.17 =
lobby 1x 9.00 x 23.0 x 0.17 =
Players toilets 2x 11.50 x 12.50 x 0.17 =
Kitchen 1x 6.38 x 3.63 x 0.17 =
Office 1x 10.75 x 8.75 x 0.17 =
[Page]30
Revised Estimate for Construction of Football
Sr # Description
Canteen 1x 10.75 x 12.38 x 0.17 =
Verandah 1x 5.00 x 58.00 x 0.17 =
Terrace 1x 9.00 x 34.875 x 0.17 =
Main entrance 1x 18.25 x 9.00 x 0.17 =
Balcony 2x 25.00 x 3.50 x 0.17 =
Total
42/5/f 16 Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate): 1:2:4
[Page]31
Revised Estimate for Construction of Football
Sr # Description
159/52 18 Providing and fitting all types of glazed aluminum
windows of anodised bronze color partly fixed and
partly sliding using deluxe sections of approved
manufacturer having frame size of 100 x 20 mm (4"x¾")
and leaf frame sections of 50 x 20 mm (2"x¾"), all of
1.6mm thickness including 5 mm thick imported tinted
glass with rubber gasket using approved standard
latches, hardware etc., as approved by the Engineer in-
charge.
W-1 2x 16.88 x 14.17 x =
W-2 4x 6.00 x 5x =
W-3 2x 3.50 x 5.5 x =
V-1 6x 2.00 x 3x =
Total
67/13/c 19 Cement concrete tile laid 1:2 cement mortar over
3/4"(20mm) thick bed of cement mortar (c)
6"x6"x¾"(150 x 150 x 20 mm)
[Page]32
Revised Estimate for Construction of Football
Sr # Description
Kitchen 1x 6.38 x 3.63 =
Office 1x 10.75 x 8.75 =
Canteen 1x 10.75 x 12.38 =
Verandah 1x 5.00 x 58.00 =
Terrace 1x 9.00 x 34.88 =
Main Entrance 1x 18.25 x 9.00 =
Balcony 2x 17.00 x 3.50 =
Total
NSI 22 P/L pre-polished porcelain tile "Master" or equivalent
with dry/wet/venired application, DWV series (light
color) class SB 16"x16"x3/8" size laid over a bed of 3/4"
thick c/s mortor 1:2 i/c filling of joints with white cement
mixed with matching pigment complete in all respect
and approved
Players room by the 2 Engineer
x incharge
23.00 x (for dedo)
0.33 =
Lobby 1x 9.00 x 0.33 =
Players toilets 2x 11.50 x 0.33 =
Kitchen 1x 6.38 x 0.33 =
Office 1x 10.75 x 0.33 =
Canteen 1x 10.75 x 0.33 =
Verandah 1x 5.00 x 0.33 =
Terrace 1x 9.00 x 0.33 =
Mean entrance 1x 18.25 x 0.33 =
Balcony 2x 17.00 x 0.33 =
Total
NSI 23 Providing and laying Procline Tile 10"x13" for walls and
floors
[Page]33
Revised Estimate for Construction of Football
Sr # Description
NSI 24 Extra for P/L pre-polished gray nite and Marble with
dry/wet/venired application, DWV series (light color)
complete in all respect and approved by the Engineer
incharge (for kitchen counter, stair steps, window cills &
basin counter) complete as approved by the Engineer
Incharge.
[Page]34
Revised Estimate for Construction of Football
Sr # Description
NSI 26 P/F railing comprising of MS box section pipe (3"x1") at
4" c/c. 3' high with 2Nos. MS box section members
3"x1" on top and bottom with hold fasts embedded in
cement concrete (1:4) i/c making, welding according to
design and enamel painting 3 coats complete as
approved and directed by the Engineer Incharge.
Total
143/10/a/i 29 Supply and erection of single core PVC insulated
copper conductor cables, in prelaid PVC pipe/M.S.
conduit/G.I pipe/wooden strip batten/wooden casing an
capping/G.I. wire/trenches (rate for cables only): a)
250/440 volts, PVC insulated: i) 3/0.74 mm (3/0.029")
Total
[Page]35
Revised Estimate for Construction of Football
Sr # Description
143/10/a/iii 30 Supply and erection of single core PVC insulated
copper conductor cables, in prelaid PVC pipe/M.S.
conduit/G.I pipe/wooden strip batten/wooden casing an
capping/G.I. wire/trenches (rate for cables only): a)
250/440 volts, PVC insulated: i) 3/0.74 mm (7/0.029")
Total
143/10/a/iv 31 Supply and erection of single core PVC insulated
copper conductor cables, in prelaid PVC pipe/M.S.
conduit/G.I pipe/wooden strip batten/wooden casing an
capping/G.I. wire/trenches (rate for cables only): a)
250/440 volts, PVC insulated: i) 3/0.74 mm (7/0.036")
Total
145/14/i 32 Supply and erection of M.S. sheet box of 16 SWG, 10
cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet
top, for to recessed wiring, including making holes for
regulators, 38.7 switches, plugs, etc. 10x10cm(4"x4")
Total
145/14/ii 33 Supply and erection of M.S. sheet box of 16 SWG, 10
cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet
top, for to recessed wiring, including making holes for
regulators, 38.7 switches, plugs, etc. ii) 17.5 x 10 cm
(7"x4")
Total
148/39/ii 34 Supply and erection of button holder. ii) brass
Total
148/36/i 35 Supply and erection of 3 pin switch and plug
combined, recessed type. i) 5 Amp Total
148/35/ii 36 ditto ii) 10/15 Amp
Total
[Page]36
Revised Estimate for Construction of Football
Sr # Description
144/13/a/vi 37 Supply and erection of copper conductor
cables for service connection, in prelaid
pipe/G.I. wire/trenches, etc. (rate for cable
only):- a) PVC insulated, PVC sheathed twin
core, 250/440 volts. v) 7/1.63 mm (7/0.064")
Total
149/44/iv 38
Providing and fixing MS iron box for housing
MS made 1.5mm thick M.S sheet locking
arrangment,including painting.
(iv)135x70x27.5cm (54"x28"x11").
Total
148/30 39
supply and erection of celling rows
Total
148/31.II 40 Supply and erction of switches 5 ampair Piano
Type Total
148/34 41 Supply and erection of wall socket with 3 pin 5
ampair shows Total
149/44/iv 42 Providing and fixing ms iron box for housing
main switches Total
152/69/ii 43 Earthing Total
44 Supply and erection of bracket fan 16" sweep
Pak/Younas/Royal or eqv:
Total
45 S/E Plastic made exhaust fan 12" dia
Pak/GFC/Younas/ or eqv:
Total
NSI 44 Supply and erection of Ceiling fan 56" sweep
Pak/Younas/Royal or eqv:
Total
149/43/i 46 Supply and erection including rod,chock,starter with
fram,flexeblewire including connection from ceiling
rose,ect.complete (i)double rod (80 watts)with chock
and 2 starter.
Total
[Page]37
Revised Estimate for Construction of Football
Sr # Description
47 S/E of Electric distribution board of 14-SWG M.s sheet
box (12''x18''x6'') i/c cost of 1 No. circuit breaker 40-63
Amp 3P and 8 No. 10-20 Amp. SP, volt meter, amp
meter Neon light thimbling connections having 5mm
glass front with rubber gaskit alongwith locking
arrangments complete in all respect as approved by the
Engineer incharge.
Pavilion Sanitary
NSI 48 P/F Sanitary set comprising of 1No. Shower, 1No.
Muslim Shower, 1No. Mixer, 3Nos. T-stop cock (1 for
Muslim shower, 2 for mixer) and 1No double bib cock
Master/Sonix are equivalent as approved and directed
by the Engineer Incharge.
Total
NSI 49 P/F Glazed Earthen ware commode i/c flushing 3
gallons capacity (PORTA/MARCHI or equalant),
copper connection complete as approved and directed
Engineer incharge.
Total
[Page]38
Revised Estimate for Construction of Football
Sr # Description
P-112/3/ii 50 Providing and fitting glazed earthen ware water closet
squatter type (Orisa pattern), combined with foot rest
ii)coloured
Total
P-113/11/ii 51 Providing and fitting glazed earthen ware low down
flushing cistern 13,63 litres (3 gallons) capacity,
including bracket set, copper connection, etc.
ii)coloured
Total
NSI 52 P/F Vanity of approved collared with approved colored
marble counter 5'x2' i/c cutting, grinding of edges, CP
waste coupling, pipe fixed over iron bracket stand of
required i/c iron grill on front face with painting complete
in all respect (PORTA/MARCHI or equivalent) as
approved and directed Engineer incharge.
Total
113/19 53 P/F Looking Glass 55*40 CM and 5 MM thick first
Quality
Total
115/29 56 Providing and fixing ,mixer volve 1/2 " dia for sink
master or equilent
Total
57 P/F Muslim Shower with flexible pipe
Total
112/7 58 P/F Steel sink (48"x34") best quality with
waste pipe, waste coupling and copper
connection complete as approved by the
Engineer Incharge.
Total
115 / 34 ii 59 Providing and Fixing P tripe
[Page]39
Revised Estimate for Construction of Football
Sr # Description
NSI 60 P/L PPRC pipe 25mm dia (Dadex, Beta or euivalent)
with bend, socket, Tee and elbows complete in all
respect as approved and directed by the Engineer
Incharge.
Total
NSI 63 P/L UPVC pipe 50mm dia (Dadex, Beta, Popular or
euivalent) with bend, socket, Tee and elbows complete
in all respect as approved and directed by the Engineer
Incharge.
Total
[Page]40
Construction of Football Pavilion
Qty Unit Rate Amount
172.13 Cft
771.38 Cft
718.25 Cft
416.50 Cft
425.00 Cft
97.45 Cft
97.50 Cft
120.66 Cft
112.13 Cft
2930.98 Cft %0Cft 6614.80 19388
40.50 Sft
76.50 Sft
76.50 Sft
181.50 Sft
280.50 Sft
280.50 Sft
169.00 Sft
221.00 Sft
221.00 Sft
98.00 Sft
119.00 Sft
119.00 Sft
100.00 Sft
170.00 Sft
85.00 Sft
35.44 Sft
173.25 Sft
30.00 Sft
130.00 Sft
37.13 Sft
[Page]41
Construction of Football Pavilion
Qty Unit Rate Amount
80.44 Sft
34.50 Sft
74.75 Sft
2833.50 Sft %Sft 227.45 6445
30.00 Cft
37.13 Cft
34.50 Cft
101.63 Cft % Cft 7134.90 7251
10.13 Cft
45.38 Cft
42.25 Cft
24.50 Cft
25.00 Cft
8.86 Cft
7.50 Cft
9.28 Cft
8.63 Cft
181.52 Cft %Cft 17913.80 32516
[Page]42
Construction of Football Pavilion
Qty Unit Rate Amount
40.50 Cft
50.00 Cft
211.25 Cft
367.50 Cft
125.00 Cft
15.00 Cft
18.00 Cft
17.25 Cft
844.50 Cft P.Cft 274.05 231435
17.72 Cft
59.06 Cft
11.25 Cft
45.00 Cft
13.92 Cft
55.69 Cft
65.25 Cft
261.00 Cft
39.38 Cft
157.50 Cft
32.63 Cft
130.50 Cft
[Page]43
Construction of Football Pavilion
Qty Unit Rate Amount
28.13 Cft
112.50 Cft
80.00 Cft
63.00 Cft
48.00 Cft
35.00 Cft
24.00 Cft
18.00 Cft
12.00 Cft
6.00 Cft
26.00 Cft
22.75 Cft
19.50 Cft
16.25 Cft
13.00 Cft
9.75 Cft
6.50 Cft
3.25 Cft
1432.52 Cft %Cft 19105.05 273683
739.50 Cft
1249.50 Cft
114.75 Cft
431.25 Cft
1530.00 Cft
315.56 Cft
165.00 Cft
74.28 Cft
63.00 Cft
67.97 Cft
4750.81 Cft
60.00 Cft
78.75 Cft
36.75 Cft
31.50 Cft
45.94 Cft
[Page]44
Construction of Football Pavilion
Qty Unit Rate Amount
358.68 Cft
67.50 Cft
28.88 Cft
27.00 Cft
210.38 Cft
44.63 Cft
44.63 Cft
1034.62 Cft
3716.20 Cft %Cft 20815.05 773528
133.59 Cft
37.97 Cft
8.44 Cft
60.94 Cft
34.80 Cft
28.13 Cft
74.25 Cft
15.75 Cft
15.75 Cft
18.00 Cft
46.88 Cft
75.00 Cft
37.50 Cft
24.38 Cft
141.75 Cft
119.37 Cft
69.86 Cft
[Page]45
Construction of Football Pavilion
Qty Unit Rate Amount
57.79 Cft
19.69 Cft
972.13 Cft
366.19 Cft
45.00 Cft
23.63 Cft
140.33 Cft
185.63 Cft
28.13 Cft
39.38 Cft
30.00 Cft
2850.22 Cft P.Cft 370.85 1057005
4998.00 Sft
4743.00 Sft
841.84 Sft
306.00 Sft
396.16 Sft
288.00 Sft
1560.00 Sft
520.00 Sft
13653.00 Sft
210.00 Sft
98.00 Sft
84.00 Sft
245.00 Sft
956.48 Sft
180.00 Sft
77.00 Sft
[Page]46
Construction of Football Pavilion
Qty Unit Rate Amount
72.00 Sft
1922.48
11730.53 Sft %Sft 1808.75 212176
110.25 Sft
104.64 Sft
20.25 Sft
7.88 Sft
2039.19 Sft
732.38 Sft
35.06 Sft
253.77 Sft
38.45 Sft
57.28 Sft
57.28 Sft
3456.41 Sft %Sft 2149.30 74289
2370.38 Sft
2249.44 Sft
399.09 Sft
110.25 Sft
104.63 Sft
20.25 Sft
7.88 Sft
2200.44 Sft
732.38 Sft
19.13 Sft
387.12 Sft
40.33 Sft
57.28 Sft
57.28 Sft
8755.84 Sft
112.00 Sft
84.00 Sft
105.00 Sft
240.00 Sft
[Page]47
Construction of Football Pavilion
Qty Unit Rate Amount
96.00 Sft
32.00 Sft
24.00 Sft
693.00
2352.00 Sft
2232.00 Sft
260.00 Sft
4844.00 Sft
112.00 Sft
84.00 Sft
105.00 Sft
240.00 Sft
96.00 Sft
32.00 Sft
24.00 Sft
693.00 Sft
4151.00 Sft %Sft 2455.00 101907
117.30 Cft
35.19 Cft
48.88 Cft
3.94 Cft
15.99 Cft
[Page]48
Construction of Football Pavilion
Qty Unit Rate Amount
22.62 Cft
49.30 Cft
53.36 Cft
27.92 Cft
29.75 Cft
404.25 Cft %Cft 15873.65 64169
172.50 Cft
51.75 Cft
71.88 Cft
5.79 Cft
23.52 Cft
33.27 Cft
72.50 Cft
78.47 Cft
41.06 Cft
43.75 Cft
594.48 Cft %Cft 23157.80 137669
40.00 Sft
140.00 Sft
49.00 Sft
42.00 Sft
122.50 Sft
393.50 Sft P.Sft 546.20 214930
[Page]49
Construction of Football Pavilion
Qty Unit Rate Amount
478.24 Sft
120.00 Sft
38.50 Sft
36.00 Sft
672.74 Sft P.Sft 452.25 304246
348.00 Sft
375.00 Sft
210.00 Sft
933.00 Sft P%Sft 8438.60 78732
2038.94 Sft
366.19 Sft
2405.13 Sft %Sft 6897.45 165892
690.00 Sft
207.00 Sft
287.50 Sft
[Page]50
Construction of Football Pavilion
Qty Unit Rate Amount
23.11 Sft
94.06 Sft
133.03 Sft
290.00 Sft
313.88 Sft
164.25 Sft
119.00 Sft
2321.83 Sft P.Sft 294.44 683639
`
15.18 Sft
2.97 Sft
7.59 Sft
2.10 Sft
3.55 Sft
3.55 Sft
1.65 Sft
2.97 Sft
6.02 Sft
11.22 Sft
56.80 Sft P.Sft 294.44 16725
42.50 Sft
80.00 Sft
217.00 Sft
434.00 Sft
500.00 Sft
1273.50 Sft P.Sft 166.21 211668
[Page]51
Construction of Football Pavilion
Qty Unit Rate Amount
27.00 Sft
11.00 Sft
48.00 Sft
26.00 Sft
49.50 Sft
26.00 Sft
13.00 Sft
24.00 Sft
12.00 Sft
22.00 Sft
11.00 Sft
14.00 Sft
7.00 Sft
47.00 Sft
23.50 Sft
49.00 Sft
24.50 Sft
472.50 Sft P.Sft 774.23 365824
22.00 Rft
22.00 Sft
44.00 Rft P.Rft 2250.00 99000
[Page]52
Construction of Football Pavilion
Qty Unit Rate Amount
169.80 Sft
141.50 Sft
311.30 Sft P.Sft 300.00 93390
[Page]53
Construction of Football Pavilion
Qty Unit Rate Amount
[Page]54
Construction of Football Pavilion
Qty Unit Rate Amount
[Page]55
Construction of Football Pavilion
Qty Unit Rate Amount
[Page]56
Construction of Football Pavilion
Qty Unit Rate Amount
[Page]57
Construction of Football Pavilion
Qty Unit Rate Amount
1 No No 150000.00 150000
tal 7865433
[Page]58
ROUGH COST ESTIMATE FOR CONSTRUCTION OF
STADIUM AT GUJRANWALA
ABSTRACT OF COST
Page 59 of 190
Rough Cost Estimate for Football Articles
Page 60 of 190
Page 61 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM
GUJRANWALA
Total
Page 62 of 190
Page 63 of 190
E FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
Rs. 1,666,099
Rs. 1,666,099
Page 64 of 190
Page 65 of 190
Drain
SR Ref
1 28/10/i Earthwork
excavation in
irrigation channels,
drains, etc. to
designed section, 730 x 3 x 2 = 4380 Cft
grades and
profiles, excavated Cft @ Rs. 5036.05 %0Cft
2 41/3/a material concrete
Cement disposed
off and
brick dressed
ballast 4"(100
withingauge
mm) 50 ft. (15
in m)
foundation and 1 x 730 x 3 x 0.33 = 723
plinth. Ratio: 1:3:6
Cft @ Rs. 15873.65 P.%Cft
3 42/6/a/i/3c Reinforced cement
concrete in roof
slab,
beams,columns
lintels, girders and
other
Drain structural
Bed 1 x 730 x 2.75 x 0.33 = 662
members laid in
Right Side Wall 1 x 730 x 1.75 x 0.75 = 958
situ
Left or
Sideprecast
Wall laid1 x 730 x 1.75 x 0.5 = 639
in position,
Top Cover Slab or 1 x 730 x 1.83 x 0.25 = 334
prestressed
members cast in x
situ, complete 2593in all Cft @ Rs. 370.85 P.Cft
4 44/9/b Fabrication of steel
respects:- Type C
work 3/8" Dia
(nominal mix 1: 2: main
bars
4) and 3/8" Dia
at 6" C/C = 3950 Kg
distribution bars. 3950 Kgs @ Rs. 14371.15 P.%Kgs
TOTAL
Page 66 of 190
Drain
22057.90
Cft
Rs 114766
Cft
Cft
Cft
Cft
961614.05
567660.425
1666098.864
Page 67 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
Page 68 of 190
Page 69 of 190
TE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
562,458
562,458
Page 70 of 190
Page 71 of 190
Rough Cost Estimate of Water Supply System.
1 (32/42-i) Earthw
ork
excava
tion in
open
cutting
for
sewers 1x 1750 x 2.5 x 2.5 = 10937.50 Cft
and
Total 10937.50 Cft %0Cft
manho
2 29/15/i Filling
les as,
watring
shown
and
in
raming 75% Excavated Quantity Total 8203.13 Cft %0Cft
drawin
3 140/42/a Providi
earth
gs
ng
under
includi
,laying,
floor.(i)
ng
cutting,
With
shutter
jointing
surplus
ing
,testing
,earth
and
and
from
timberi Total 1750.00 Rft P.Rft
4 NSI disinfe
founda
Supply
ng,
cting.H
tion,etc
and
dressin
igh
.fixing
g to
Densit
rain
correct
ygun
section
Polyet
throw
and
hylene Total 2.00 Nos Each
up
dimens to
pipe Total amount
100
ions ft
(HDPE
shower
accordi
-100)
ing
ng into
workin
round
templa
g
Circle
tes
presur
comple
and
e
te pipe
in all
levels,
in
respec
and
trench
tremovi
as
es.com
per
ng
plete
surfacin
insteuc
all
tion
e
respec
/appro
water,
ts.
in PN-
val ofall
8(SDR
engine
types
-21)
er
of soil 3"
dia
inchar
except
(90mm
ge.
shingle
),
gravel
and
rock:-
i) 0 ft.
to 7.0
ft. (0 to
2.10
m)
depth
Page 72 of 190
m.
Rate Amount
5,492.50 60,074
3,170.65 26,009
146.50 256,375
110000.00 220,000
Total amount 562,458
Page 73 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
SUB HEAD NO: B
ABSTRACT OF COST
2nd BI-ANNUAL 2019 GUJRANWALA
Page 74 of 190
Page 75 of 190
FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
STRACT OF COST
D.A
D.A
D.A
D.A
D.A
D.A
D.A
Page 76 of 190
Page 77 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
ABSTRACT OF COST
Page 78 of 190
Page 79 of 190
Rough Cost Estimate for Construction of Hockey Ground
S/No Ref Description Qty Unit Rate
1 27/4/a+le borrowpit excavation undressed transpotation of
ad earth all type when the total distance including
the lead covered in the item of the work is more
than 300 m upto 8 km
a) Ordinary so
1 221x330x1.5 109395
Page 80 of 190
S/No Ref Description Qty Unit Rate
9 30/21/b Excavation in foundation of building, bridges and other
structures, including dagbelling, dressing, refilling around
structure with excavated earth, watering and ramming
lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) b) in
ordinary soil.
1 35 9 315
2 210 420
2 210 420
2 157 314
2 157 314
Total 1783 Rft P.Rft 305
11 NS Providing / Fixing G.I net fence i/c cost of binding etc
complete in all respect as approved and directed by the
Engineer Incharge (NSR)
2 221 7 3094
2 330 7 4620
2 LS LS 60000
14 33/44 Excavation of trenches in all kinds of soil, except cutting
upto 5 ft. (1.5 m) depth after laying of pipe line, which is
from ground level, including trimming, dressing sides,
payable separately. leveling the beds of trenches to
correct grade and cutting pits for joints, etc. complete in
all respects.
Page 81 of 190
S/No Ref Description Qty Unit Rate
15 139/42/a/i P/L Cutting jointing,testing and disinfecting HDPE pipe line
10-PN in trenches with complete in all respect 3"
i/d(90mm).
Page 82 of 190
or Construction of Hockey Ground
Amount
1165056.75
1556144
2601741
1112770
758545
440935
8856619
15756527
Page 83 of 190
Amount
463
543815
539980
16210
120000
13667
Page 84 of 190
Amount
117200
440000
34,039,673.19
Page 85 of 190
ROUGH COST ESTIMATE FOR CONSTRUCTION OF STADIUM AT
GUJRANWALA
ABSTRACT OF COST
TOTAL Rs.7,865,433
Page 86 of 190
Page 87 of 190
Revised Estimate for Construction of Hocky P
Sr # Description
[Page]88
Revised Estimate for Construction of Hocky P
Sr # Description
// Sides 2x 12.38 x 3.25 =
// Bed 2x 11.50 x 1.5 =
// Sides 2x 11.50 x 3.25 =
Total
108/4/a 3 a) Providing and laying base course of crushed stone
aggregate of approved quality and grade, and supply
and spreading of stone screening, including placing,
mixing, spreading and compaction of base course
material to required depth, camber and grade to
achieve 100% maximum modified AASHO dry density,
including carriage of all materials to site of work except
gravel and. aggregate.
[Page]89
Revised Estimate for Construction of Hocky P
Sr # Description
42/6/Aii3 5
[Page]90
Revised Estimate for Construction of Hocky P
Sr # Description
// 2x 25.00 x 1.125 x 0.50 =
// 2x 25.00 x 0.750 x 3.00 =
Main step 1x 20.00 x 8.000 x 0.50 =
// 1x 18.00 x 7.000 x 0.50 =
// 1x 16.00 x 6.000 x 0.50 =
// 1x 14.00 x 5.000 x 0.50 =
// 1x 12.00 x 4.000 x 0.50 =
// 1x 12.00 x 3.000 x 0.50 =
// 1x 12.00 x 2.000 x 0.50 =
// 1x 12.00 x 1.000 x 0.50 =
Canteen step 2x 3.25 x 8.000 x 0.50 =
2x 3.25 x 7.000 x 0.50 =
2x 3.25 x 6.000 x 0.50 =
2x 3.25 x 5.000 x 0.50 =
2x 3.25 x 4.000 x 0.50 =
2x 3.25 x 3.000 x 0.50 =
2x 3.25 x 2.000 x 0.50 =
2x 3.25 x 1.000 x 0.50 =
Total
52/5/i 7 Pacca brick work in ground floor:-i) cement, sand
mortar:-Ratio 1:5
Horizontal wall 1x 58.00 x 0.75 x 17.000 =
Horizontal wall 4x 24.500 x 0.75 x 17.000 =
Horizontal wall 1x 9.000 x 0.75 x 17.000 =
Horizontal wall 2x 23.00 x 0.75 x 12.500 =
Vertical wall 4x 30.00 x 0.75 x 17.000 =
Vertical wall 2x 12.375 x 0.75 x 17.000 =
Vertical wall 2x 10.000 x 0.75 x 11.000 =
Bath Wall 2x 12.38 x 0.375 x 8.000 =
Bath Wall 4x 5.25 x 0.375 x 8.000 =
Kitchen 1x 14.50 x 0.375 x 12.500 =
Total
DEDUCTION
D-1 2x 5.00 x 8x 0.75 =
D-1 3x 5.00 x 7x 0.75 =
D-2 2x 3.50 x 7x 0.75 =
D-3 2x 3.00 x 7x 0.75 =
D-4 7x 2.50 x 7x 0.38 =
[Page]91
Revised Estimate for Construction of Hocky P
Sr # Description
W-1 2x 16.88 x 14.17 x 0.75 =
W-2 3x 6.00 x 5x 0.75 =
W-3 2x 3.50 x 5.5 x 0.75 =
V-1 6x 2.00 x 3x 0.75 =
C-1 11 x 0.75 x 1.5 x 17.00 =
C-2 2x 0.75 x 1.75 x 17.00 =
C-3 2x 0.75 x 1.75 x 17.00 =
NET QUANTITY
42/6/3/c 8 Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design including forms, moulds,
shuttering, lifting, compacting, curing, rendering and
finishing exposed surface, complete (but excluding the
cost of steel reinforcement, its fabrication and placing in
position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, extra. columns lintels, girders and
other structural members laid in situ or precast laid in
position, or prestressed members cast in situ, complete
in all respects:- (3) (c) Type C (nominal mix 1: 2: 4) MB
[Page]92
Revised Estimate for Construction of Hocky P
Sr # Description
GB-2 4x 15.41 x 0.75 x 1.25 =
GB-2 4x 5.25 x 0.75 x 1.25 =
Slab 2x 25.25 x 38.50 x 0.50 =
Center slab 2x 10.50 x 34.875 x 0.50 =
Stair 2x 4.50 x 10.0 x 0.50 =
landing 1x 10.50 x 4.5 x 0.50 =
Stair steps 9x 10.50 x 4.5 x 0.33 =
C-1 11 x 15.00 x 1.50 x 0.75 =
C-2 2x 15.00 x 1.25 x 0.75 =
C-3 2x 15.00 x 1.75 x 0.75 =
C-4 2x 15.00 x 1.00 x 1.00 =
Total
44/9/b 9 Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in position,
making joints and fastenings, including cost of binding
wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars):- (b) Deformed bars (Grade-40)
Total
72/11/b 10 Cement plaster 1:5 upto 20' (6.00 mm) height:- b) ½"
(13 mm) thick ( Internal and External Wall )
wall 12 x 24.50 x 17.00 =
wall 8x 34.875 x 17.00 =
Center wall 4x 12.38 x 17.00 =
Lobby wall 2x 9.00 x 17.00 =
bath 4x 12.38 x 8 =
bath 8x 4.50 x 8 =
Top wall 4x 30.000 x 13.00 =
Top wall 4x 10.000 x 13.00 =
Total
DEDUCTION
[Page]93
Revised Estimate for Construction of Hocky P
Sr # Description
V-1 12 x 2.00 x 3x =
NET QUANTITY
72/10/b 11 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.
roof slabs only, upto 20' height. b) 1:3
GB-1 6x 24.50 x 0.75 =
GB-1 4x 34.88 x 0.75 =
GB-1 2x 13.50 x 0.75 =
GB-2 2x 5.25 x 0.75 =
Slab 2x 25.25 x 40.38 =
Center slab 2x 10.50 x 34.875 =
C-1 11 x 0.75 x 4.25 =
C-1 11 x 15.38 x 1.50 =
C-2 2x 15.38 x 1.25 =
C-3 2x 22.91 x 1.25 =
C-4 2x 22.91 x 1.25 =
Total
73/23/a/iii+73 12 Priming coat of chalk under distemper Distempering:-
/22 a) new surface:- iii) three coats
wall 6x 24.50 x 16.125 =
wall 4x 34.875 x 16.125 =
Center wall 2x 12.375 x 16.125 =
GB-1 6x 24.50 x 0.75 =
GB-1 4x 34.875 x 0.75 =
GB-1 2x 13.50 x 0.75 =
GB-2 2x 5.25 x 0.75 =
Slab 2x 27.25 x 40.375 =
Center slab 2x 10.50 x 34.875 =
C-1 6x 0.75 x 4.25 =
C-1 16 x 16.13 x 1.50 =
C-2 2x 16.13 x 1.25 =
C-3 2x 22.91 x 1.25 =
C-4 2x 22.91 x 1.25 =
Total
DEDUCTION
D-1 4x 4.00 x 7 =
D-2 4x 3.00 x 7 =
D-3 6x 2.50 x 7 =
W-1 4x 10.00 x 6 =
[Page]94
Revised Estimate for Construction of Hocky P
Sr # Description
W-2 4x 6.00 x 4 =
W-3 2x 4.00 x 4 =
V-1 6x 2.00 x 2 =
Total
89/32A-A-i+ii 13 Providing and applying weather shield paint of
approved quality on external surface of building
including preparation of surface, application of primer
complete in all respect: a) new surface: ii) 2nd coat
D-1 4x 4.00 x 7 =
D-2 4x 3.00 x 7 =
D-3 6x 2.50 x 7 =
W-1 4x 10.00 x 6 =
W-2 4x 6.00 x 4 =
W-3 2x 4.00 x 4 =
V-1 6x 2.00 x 2 =
Total
NET QUANTITY
29/15/i 14 Earth filling under floor with surplus earth from
foundation
41/3/a 15
Players room 2x 23.00 x 15.0 x 0.17 =
lobby 1x 9.00 x 23.0 x 0.17 =
Players toilets 2x 11.50 x 12.50 x 0.17 =
Kitchen 1x 6.38 x 3.63 x 0.17 =
Office 1x 10.75 x 8.75 x 0.17 =
[Page]95
Revised Estimate for Construction of Hocky P
Sr # Description
Canteen 1x 10.75 x 12.38 x 0.17 =
Verandah 1x 5.00 x 58.00 x 0.17 =
Terrace 1x 9.00 x 34.875 x 0.17 =
Main entrance 1x 18.25 x 9.00 x 0.17 =
Balcony 2x 25.00 x 3.50 x 0.17 =
Total
42/5/f 16 Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate): 1:2:4
[Page]96
Revised Estimate for Construction of Hocky P
Sr # Description
159/52 18 Providing and fitting all types of glazed aluminum
windows of anodised bronze color partly fixed and
partly sliding using deluxe sections of approved
manufacturer having frame size of 100 x 20 mm (4"x¾")
and leaf frame sections of 50 x 20 mm (2"x¾"), all of
1.6mm thickness including 5 mm thick imported tinted
glass with rubber gasket using approved standard
latches, hardware etc., as approved by the Engineer in-
charge.
W-1 2x 16.88 x 14.17 x =
W-2 4x 6.00 x 5x =
W-3 2x 3.50 x 5.5 x =
V-1 6x 2.00 x 3x =
Total
67/13/c 19 Cement concrete tile laid 1:2 cement mortar over
3/4"(20mm) thick bed of cement mortar (c)
6"x6"x¾"(150 x 150 x 20 mm)
[Page]97
Revised Estimate for Construction of Hocky P
Sr # Description
Kitchen 1x 6.38 x 3.63 =
Office 1x 10.75 x 8.75 =
Canteen 1x 10.75 x 12.38 =
Verandah 1x 5.00 x 58.00 =
Terrace 1x 9.00 x 34.88 =
Main Entrance 1x 18.25 x 9.00 =
Balcony 2x 17.00 x 3.50 =
Total
NSI 22 P/L pre-polished porcelain tile "Master" or equivalent
with dry/wet/venired application, DWV series (light
color) class SB 16"x16"x3/8" size laid over a bed of 3/4"
thick c/s mortor 1:2 i/c filling of joints with white cement
mixed with matching pigment complete in all respect
and approved
Players room by the 2 Engineer
x incharge
23.00 x (for dedo)
0.33 =
Lobby 1x 9.00 x 0.33 =
Players toilets 2x 11.50 x 0.33 =
Kitchen 1x 6.38 x 0.33 =
Office 1x 10.75 x 0.33 =
Canteen 1x 10.75 x 0.33 =
Verandah 1x 5.00 x 0.33 =
Terrace 1x 9.00 x 0.33 =
Mean entrance 1x 18.25 x 0.33 =
Balcony 2x 17.00 x 0.33 =
Total
NSI 23 Providing and laying Procline Tile 10"x13" for walls and
floors
[Page]98
Revised Estimate for Construction of Hocky P
Sr # Description
NSI 24 Extra for P/L pre-polished gray nite and Marble with
dry/wet/venired application, DWV series (light color)
complete in all respect and approved by the Engineer
incharge (for kitchen counter, stair steps, window cills &
basin counter) complete as approved by the Engineer
Incharge.
[Page]99
Revised Estimate for Construction of Hocky P
Sr # Description
NSI 26 P/F railing comprising of MS box section pipe (3"x1") at
4" c/c. 3' high with 2Nos. MS box section members
3"x1" on top and bottom with hold fasts embedded in
cement concrete (1:4) i/c making, welding according to
design and enamel painting 3 coats complete as
approved and directed by the Engineer Incharge.
Total
143/10/a/i 29 Supply and erection of single core PVC insulated
copper conductor cables, in prelaid PVC pipe/M.S.
conduit/G.I pipe/wooden strip batten/wooden casing an
capping/G.I. wire/trenches (rate for cables only): a)
250/440 volts, PVC insulated: i) 3/0.74 mm (3/0.029")
Total
[Page]100
Revised Estimate for Construction of Hocky P
Sr # Description
143/10/a/iii 30 Supply and erection of single core PVC insulated
copper conductor cables, in prelaid PVC pipe/M.S.
conduit/G.I pipe/wooden strip batten/wooden casing an
capping/G.I. wire/trenches (rate for cables only): a)
250/440 volts, PVC insulated: i) 3/0.74 mm (7/0.029")
Total
143/10/a/iv 31 Supply and erection of single core PVC insulated
copper conductor cables, in prelaid PVC pipe/M.S.
conduit/G.I pipe/wooden strip batten/wooden casing an
capping/G.I. wire/trenches (rate for cables only): a)
250/440 volts, PVC insulated: i) 3/0.74 mm (7/0.036")
Total
145/14/i 32 Supply and erection of M.S. sheet box of 16 SWG, 10
cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet
top, for to recessed wiring, including making holes for
regulators, 38.7 switches, plugs, etc. 10x10cm(4"x4")
Total
145/14/ii 33 Supply and erection of M.S. sheet box of 16 SWG, 10
cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet
top, for to recessed wiring, including making holes for
regulators, 38.7 switches, plugs, etc. ii) 17.5 x 10 cm
(7"x4")
Total
148/39/ii 34 Supply and erection of button holder. ii) brass
Total
148/36/i 35 Supply and erection of 3 pin switch and plug
combined, recessed type. i) 5 Amp Total
148/35/ii 36 ditto ii) 10/15 Amp
Total
[Page]101
Revised Estimate for Construction of Hocky P
Sr # Description
144/13/a/vi 37 Supply and erection of copper conductor
cables for service connection, in prelaid
pipe/G.I. wire/trenches, etc. (rate for cable
only):- a) PVC insulated, PVC sheathed twin
core, 250/440 volts. v) 7/1.63 mm (7/0.064")
Total
149/44/iv 38
Providing and fixing MS iron box for housing
MS made 1.5mm thick M.S sheet locking
arrangment,including painting.
(iv)135x70x27.5cm (54"x28"x11").
Total
148/30 39
supply and erection of celling rows
Total
148/31.II 40 Supply and erction of switches 5 ampair Piano
Type Total
148/34 41 Supply and erection of wall socket with 3 pin 5
ampair shows Total
149/44/iv 42 Providing and fixing ms iron box for housing
main switches Total
152/69/ii 43 Earthing Total
44 Supply and erection of bracket fan 16" sweep
Pak/Younas/Royal or eqv:
Total
45 S/E Plastic made exhaust fan 12" dia
Pak/GFC/Younas/ or eqv:
Total
NSI 44 Supply and erection of Ceiling fan 56" sweep
Pak/Younas/Royal or eqv:
Total
149/43/i 46 Supply and erection including rod,chock,starter with
fram,flexeblewire including connection from ceiling
rose,ect.complete (i)double rod (80 watts)with chock
and 2 starter.
Total
[Page]102
Revised Estimate for Construction of Hocky P
Sr # Description
47 S/E of Electric distribution board of 14-SWG M.s sheet
box (12''x18''x6'') i/c cost of 1 No. circuit breaker 40-63
Amp 3P and 8 No. 10-20 Amp. SP, volt meter, amp
meter Neon light thimbling connections having 5mm
glass front with rubber gaskit alongwith locking
arrangments complete in all respect as approved by the
Engineer incharge.
Pavilion Sanitary
NSI 48 P/F Sanitary set comprising of 1No. Shower, 1No.
Muslim Shower, 1No. Mixer, 3Nos. T-stop cock (1 for
Muslim shower, 2 for mixer) and 1No double bib cock
Master/Sonix are equivalent as approved and directed
by the Engineer Incharge.
Total
NSI 49 P/F Glazed Earthen ware commode i/c flushing 3
gallons capacity (PORTA/MARCHI or equalant),
copper connection complete as approved and directed
Engineer incharge.
Total
[Page]103
Revised Estimate for Construction of Hocky P
Sr # Description
P-112/3/ii 50 Providing and fitting glazed earthen ware water closet
squatter type (Orisa pattern), combined with foot rest
ii)coloured
Total
P-113/11/ii 51 Providing and fitting glazed earthen ware low down
flushing cistern 13,63 litres (3 gallons) capacity,
including bracket set, copper connection, etc.
ii)coloured
Total
NSI 52 P/F Vanity of approved collared with approved colored
marble counter 5'x2' i/c cutting, grinding of edges, CP
waste coupling, pipe fixed over iron bracket stand of
required i/c iron grill on front face with painting complete
in all respect (PORTA/MARCHI or equivalent) as
approved and directed Engineer incharge.
Total
113/19 53 P/F Looking Glass 55*40 CM and 5 MM thick first
Quality
Total
115/29 56 Providing and fixing ,mixer volve 1/2 " dia for sink
master or equilent
Total
57 P/F Muslim Shower with flexible pipe
Total
112/7 58 P/F Steel sink (48"x34") best quality with
waste pipe, waste coupling and copper
connection complete as approved by the
Engineer Incharge.
Total
115 / 34 ii 59 Providing and Fixing P tripe
[Page]104
Revised Estimate for Construction of Hocky P
Sr # Description
NSI 60 P/L PPRC pipe 25mm dia (Dadex, Beta or euivalent)
with bend, socket, Tee and elbows complete in all
respect as approved and directed by the Engineer
Incharge.
Total
NSI 63 P/L UPVC pipe 50mm dia (Dadex, Beta, Popular or
euivalent) with bend, socket, Tee and elbows complete
in all respect as approved and directed by the Engineer
Incharge.
Total
[Page]105
r Construction of Hocky Pavilion
Qty Unit Rate Amount
172.13 Cft
771.38 Cft
718.25 Cft
416.50 Cft
425.00 Cft
97.45 Cft
97.50 Cft
120.66 Cft
112.13 Cft
2930.98 Cft %0Cft 6614.80 19388
40.50 Sft
76.50 Sft
76.50 Sft
181.50 Sft
280.50 Sft
280.50 Sft
169.00 Sft
221.00 Sft
221.00 Sft
98.00 Sft
119.00 Sft
119.00 Sft
100.00 Sft
170.00 Sft
85.00 Sft
35.44 Sft
173.25 Sft
30.00 Sft
130.00 Sft
37.13 Sft
[Page]106
r Construction of Hocky Pavilion
Qty Unit Rate Amount
80.44 Sft
34.50 Sft
74.75 Sft
2833.50 Sft %Sft 227.45 6445
30.00 Cft
37.13 Cft
34.50 Cft
101.63 Cft % Cft 7134.90 7251
10.13 Cft
45.38 Cft
42.25 Cft
24.50 Cft
25.00 Cft
8.86 Cft
7.50 Cft
9.28 Cft
8.63 Cft
181.52 Cft %Cft 17913.80 32516
[Page]107
r Construction of Hocky Pavilion
Qty Unit Rate Amount
40.50 Cft
50.00 Cft
211.25 Cft
367.50 Cft
125.00 Cft
15.00 Cft
18.00 Cft
17.25 Cft
844.50 Cft P.Cft 274.05 231435
17.72 Cft
59.06 Cft
11.25 Cft
45.00 Cft
13.92 Cft
55.69 Cft
65.25 Cft
261.00 Cft
39.38 Cft
157.50 Cft
32.63 Cft
130.50 Cft
[Page]108
r Construction of Hocky Pavilion
Qty Unit Rate Amount
28.13 Cft
112.50 Cft
80.00 Cft
63.00 Cft
48.00 Cft
35.00 Cft
24.00 Cft
18.00 Cft
12.00 Cft
6.00 Cft
26.00 Cft
22.75 Cft
19.50 Cft
16.25 Cft
13.00 Cft
9.75 Cft
6.50 Cft
3.25 Cft
1432.52 Cft %Cft 19105.05 273683
739.50 Cft
1249.50 Cft
114.75 Cft
431.25 Cft
1530.00 Cft
315.56 Cft
165.00 Cft
74.28 Cft
63.00 Cft
67.97 Cft
4750.81 Cft
60.00 Cft
78.75 Cft
36.75 Cft
31.50 Cft
45.94 Cft
[Page]109
r Construction of Hocky Pavilion
Qty Unit Rate Amount
358.68 Cft
67.50 Cft
28.88 Cft
27.00 Cft
210.38 Cft
44.63 Cft
44.63 Cft
1034.62 Cft
3716.20 Cft %Cft 20815.05 773528
133.59 Cft
37.97 Cft
8.44 Cft
60.94 Cft
34.80 Cft
28.13 Cft
74.25 Cft
15.75 Cft
15.75 Cft
18.00 Cft
46.88 Cft
75.00 Cft
37.50 Cft
24.38 Cft
141.75 Cft
119.37 Cft
69.86 Cft
[Page]110
r Construction of Hocky Pavilion
Qty Unit Rate Amount
57.79 Cft
19.69 Cft
972.13 Cft
366.19 Cft
45.00 Cft
23.63 Cft
140.33 Cft
185.63 Cft
28.13 Cft
39.38 Cft
30.00 Cft
2850.22 Cft P.Cft 370.85 1057005
4998.00 Sft
4743.00 Sft
841.84 Sft
306.00 Sft
396.16 Sft
288.00 Sft
1560.00 Sft
520.00 Sft
13653.00 Sft
210.00 Sft
98.00 Sft
84.00 Sft
245.00 Sft
956.48 Sft
180.00 Sft
77.00 Sft
[Page]111
r Construction of Hocky Pavilion
Qty Unit Rate Amount
72.00 Sft
1922.48
11730.53 Sft %Sft 1808.75 212176
110.25 Sft
104.64 Sft
20.25 Sft
7.88 Sft
2039.19 Sft
732.38 Sft
35.06 Sft
253.77 Sft
38.45 Sft
57.28 Sft
57.28 Sft
3456.41 Sft %Sft 2149.30 74289
2370.38 Sft
2249.44 Sft
399.09 Sft
110.25 Sft
104.63 Sft
20.25 Sft
7.88 Sft
2200.44 Sft
732.38 Sft
19.13 Sft
387.12 Sft
40.33 Sft
57.28 Sft
57.28 Sft
8755.84 Sft
112.00 Sft
84.00 Sft
105.00 Sft
240.00 Sft
[Page]112
r Construction of Hocky Pavilion
Qty Unit Rate Amount
96.00 Sft
32.00 Sft
24.00 Sft
693.00
2352.00 Sft
2232.00 Sft
260.00 Sft
4844.00 Sft
112.00 Sft
84.00 Sft
105.00 Sft
240.00 Sft
96.00 Sft
32.00 Sft
24.00 Sft
693.00 Sft
4151.00 Sft %Sft 2455.00 101907
117.30 Cft
35.19 Cft
48.88 Cft
3.94 Cft
15.99 Cft
[Page]113
r Construction of Hocky Pavilion
Qty Unit Rate Amount
22.62 Cft
49.30 Cft
53.36 Cft
27.92 Cft
29.75 Cft
404.25 Cft %Cft 15873.65 64169
172.50 Cft
51.75 Cft
71.88 Cft
5.79 Cft
23.52 Cft
33.27 Cft
72.50 Cft
78.47 Cft
41.06 Cft
43.75 Cft
594.48 Cft %Cft 23157.80 137669
40.00 Sft
140.00 Sft
49.00 Sft
42.00 Sft
122.50 Sft
393.50 Sft P.Sft 546.20 214930
[Page]114
r Construction of Hocky Pavilion
Qty Unit Rate Amount
478.24 Sft
120.00 Sft
38.50 Sft
36.00 Sft
672.74 Sft P.Sft 452.25 304246
348.00 Sft
375.00 Sft
210.00 Sft
933.00 Sft P%Sft 8438.60 78732
2038.94 Sft
366.19 Sft
2405.13 Sft %Sft 6897.45 165892
690.00 Sft
207.00 Sft
287.50 Sft
[Page]115
r Construction of Hocky Pavilion
Qty Unit Rate Amount
23.11 Sft
94.06 Sft
133.03 Sft
290.00 Sft
313.88 Sft
164.25 Sft
119.00 Sft
2321.83 Sft P.Sft 294.44 683639
`
15.18 Sft
2.97 Sft
7.59 Sft
2.10 Sft
3.55 Sft
3.55 Sft
1.65 Sft
2.97 Sft
6.02 Sft
11.22 Sft
56.80 Sft P.Sft 294.44 16725
42.50 Sft
80.00 Sft
217.00 Sft
434.00 Sft
500.00 Sft
1273.50 Sft P.Sft 166.21 211668
[Page]116
r Construction of Hocky Pavilion
Qty Unit Rate Amount
27.00 Sft
11.00 Sft
48.00 Sft
26.00 Sft
49.50 Sft
26.00 Sft
13.00 Sft
24.00 Sft
12.00 Sft
22.00 Sft
11.00 Sft
14.00 Sft
7.00 Sft
47.00 Sft
23.50 Sft
49.00 Sft
24.50 Sft
472.50 Sft P.Sft 774.23 365824
22.00 Rft
22.00 Sft
44.00 Rft P.Rft 2250.00 99000
[Page]117
r Construction of Hocky Pavilion
Qty Unit Rate Amount
169.80 Sft
141.50 Sft
311.30 Sft P.Sft 300.00 93390
[Page]118
r Construction of Hocky Pavilion
Qty Unit Rate Amount
[Page]119
r Construction of Hocky Pavilion
Qty Unit Rate Amount
[Page]120
r Construction of Hocky Pavilion
Qty Unit Rate Amount
[Page]121
r Construction of Hocky Pavilion
Qty Unit Rate Amount
[Page]122
r Construction of Hocky Pavilion
Qty Unit Rate Amount
1 No No 150000.00 150000
tal 7865433
[Page]123
Drain
Sr Ref MRS 2nd Bi Annual 2019 GRW
1 28/10/i Earthwork excavation in irrigation channels, drains, etc. to designed section, grades and
profiles, excavated material disposed off and dressed within 50 ft. (15 m)
2 41/3/a Cement concrete brick ballast 4"(100 mm) gauge in foundation and plinth. Ratio: 1:3:6
33691.17
Cft
Rs 114766
compacting, finishing and curing of stone aggregate
Cft
Cft
Cft
Cft
917280.458
TOTAL 1065738.12
1 29/18/b
Dressing and leveling of earthwork done by the
machinery
ABSTRACT OF COST
Per % Cft
42/6/a/i/ Providing and laying reinforced cement concrete (including prestressed
3c concrete), using coarse sand and screened graded and washed
aggregate, in required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering and finishing exposed
surface, complete (but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- a) (i) Reinforced cement
concrete in roof slab, beams, columns lintels, girders and other
3 structural members laid in situ or precast laid in position, or prestressed
members cast in situ, complete in all respects:- (3) (c) Type C (nominal
mix 1: 1: 2) (42-6-a-i-3c).
Per % Cft
43/8/b Fabrication of mild steel reinforcement for cement concrete, including
cutting, bending, laying in position, making joints and fastenings,
including cost of binding wire and labour charges for binding of steel
reinforcement (also includes removal of rust from bars):- ('c) Deformed
4 bars (Grade-60)
%kg
130/5a/i Direct Rotary/Reverse Rotary drilling of bore for tubewells,in all types of
soil except shingle, gravel and rock:-a)
from ground level to 250 ft. (75 m) below ground level:-i) 15" to 18"
5 (375 to 450 mm)
Per Rft
2 NS Providing and laying main wire 950mm to 150mm 1 Job P.Job 1,982,484
4 core cable laid in trenches 2.5” PVC pipe from
main DP to Poles 2.5mm distribution wire DP to
complete filling circuit breaker upto main switches
complete in all respect as per instruction of
engineer incharge
Total Rs.
1,982,484
8,926,244
Total Rs.
8,880,000
1 x 100 =
1 x 1 = 1 No.
TOTAL: 1 No. Each 4539.10 4539.10
3 Chap 023 Providing and installation of M.S blind pipe socket
Item 014 welded joint M.S reducer (where necessary) in
Page 131 Tubewell bore hole i/c jointing welding with strainer
etc complete. (10" i/d 1/4" thick)
5 Chap 023 Providing and laying 2" I/d PVC Pipeline of BSS
Item 027 Class-D working pressure.
Page 135
1 x 20 = 20 Rft
6 Chap 023 17i Testing and developing of tubewell of size 6'' i/d and
Item 132 above continuously upto 1.5 cs discharge.
Page
1 x 72 = 72 hrs
TOTAL: 72 Hrs P. Job 1320.25 95058.00
7 Chap 024 Supplying and erection of PVC insulated, PVC
Item 013 sheathed, 4-core 660/1100 Volt, non armoured cable
Page 144 copper conductor cables for service connection in
(C-iv)
prelaid pipe/G.I wire/trenches etc 7/1.63 mm
(7/0.064") (rate for able only).
1 x 25 = 25 Mtr
TOTAL: 25 Mtr P. Mtr 890.05 22251.25
1 x 1 = 1 Job
TOTAL: 1 Job P. Job 55000.00 55000.00
9 Providing/fixing M.S. cap with lock and locking
arrangement complete.
1 x 1 = 1 No.
TOTAL: 1 No. Each 2000.00 2000.00
10 Providing fixing in position M.S suspension Clamp
(2"x1/2") flat iron with Nuts & Bolts in PCC 1:2:4 size
4'x 4' x 3' for 12" dia pipe i/c cost of labour and
material charges etc complete.
1 x 1 = 1 No.
TOTAL: 1 No. Each 5000.00 5000.00
11 Testing of water samples form Public Health
Engineering Department Laboratory and collection
from bore of Tubewell after developing from
compressor complete with all charges.
1 x 2 = 2 Job
TOTAL: 2 Job P. Job 1000.00 2000.00
P/Installing at site and testing of submersible pump of
approved HUD & PHED approved manufactures
capable to deliver discharge 0.25 cusec against a
total head 450ft having riser pipe 350 (both
adjustable as per site condition) with bowel assembly
with 40-BHP AC electric motor 380/440volt, 50 cycles
AC Electric motor (Siemens/Nueman or equivalent
12 make), i/c cost of all electro-mechanical components,
fitting and allied works P/F motor control unit
complete supplied by the approved manufacturer.
1 Job
1 Job P. Job 1073557 1,073,557
13 Providing and installation of Fiber Glass tubewell
strainer in Tubewell bore hole including sockets
specials sockets, studs etc complete . 10" dia
1 x 50 = 50 Rft
TOTAL: 50 Rft P. Rft 2500.00 125000.00
2,696,403
Say 100,000
SR.
Ref. Schedule Description of items Quantity
No.
Bed of tank
1 x 3.142 x 2.50 x 2.50 x 0.25 x 0.50 = 2.45 Cft
Foundation of stair
1x 3.00 x 4.00 x 0.67 = 8.04 Cft
10.49 Cft 10.49 Cft
3 6/5 (f) Cement concrete plain including placing, compacting, finishing
P-42
and curing complete (including screening and washing of stone
aggregate): (f) Ratio 1: 2: 4
Foundation of stair
1x 3.00 x 3.00 x 1.00 = 9 Cft
9 Cft 9 Cft
4 6/6 (a) (2) Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened
graded and washed aggregate, in required shape and design,
including forms, moulds, shuttering, lifting, compacting,
curing, rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its fabrication
and placing in position, etc.):-
(a) (i) Reinforced cement concrete in roof slab, beams,
columns lintels, girders and other structural members laid in
situ or precast laid in position, or prestressed members cast
in situ, complete in all respects:-
Side wall
Base slab
1x 3.142 x 2.00 x 2.00 x 0.25 x 0.75 = 2 Cft 2 Cft
5 6/6 (a) (3) (c.) Providing and laying reinforced cement concrete (including
prestressed concrete), using coarse sand and screened
graded and washed aggregate, in required shape and design,
including forms, moulds, shuttering, lifting, compacting,
curing, rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its fabrication
and placing in position, etc.):-
(a) (i) Reinforced cement concrete in roof slab, beams,
columns lintels, girders and other structural members laid in
situ or precast laid in position, or prestressed members cast
in situ, complete in all respects:-
Top of wall 1 x 4 = 4 No 4 No
8 10/9. Brick on edge flooring, laid in 1:6 cement mortar, over a
1 x 4 x 2 = 8 No. 8 No
21 N.S Making and fixing and water level indicator gauge painted in quarter
FT readings enamal coated on 6" wide 1/4" thick M.S. plate fitted on
outer wall of pump house on top of G.S.T. complete with float, guide,
steel wire string, pullyes pointer and 1 No. line bracket bulb
as per approved design. 1 Job. 1 Job
Total
Add cost of pumping chamber size 12' x 16' (analysis attached)
Add cost of wash out chamber with sluice valve (analysis attached)
G. Total
Say = 74 P.Gallon
Capacity Check of Tank
% Kg 14,371.15 327,563.87
% Kg 14,371.15 44,534.92
% Kg 661.75 2,050.70
P. Kg 100.90 37,428.25
% Sft 7897.30 -
% Sft 10065.35 -
0 Glns
posed Size Dia and Depth of Tank with 2' for free board depth is ok
4
Providing & installing chain pully block china made 3-
ton capacity with 5 meter chain complete wirh M.S 1 No. 10000 Each 10000
clamp for fixing with R.S. joist and hoisting sling of
3/4" size wire rope of 6 feet length.
TOTAL 1123708
(Deform bars)
4.31 x 3 = 12.93 kgs 12.93 kg
7 21/16
P-123 Poviding and fixing 6" thick RCC man hole cover for 22"as per
Drawing per
1.00 set
8 23/36 Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in
P-137 trenches, with flanged joints, using G.I pipe of B.S.S. 1387-1967 complete in
all respects, including specials and valves:-
% kg 13,654.70 1,765.41
TOTAL 750000
TOTAL
Amount
58080000
200000
400000
58,680,000
G.Total 4,908,341
Sr. Head
A. Establishment
Watchman 1 No.
3
(Player of relevant sport)
B. Others
5 Utility Bills
Total:
Anticipated Expenditure
p.m (PKR)
20000.00
15000.00
20000.00
55000.00
660000
Total
Rs.1,164,550/-
Rs.1,164,550/-
P.Sft 4000
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
3 42/5/f washing of stone aggregate): (f) Ratio 1: 2: 4
%Cft 1,000.00
Total Amount
325.00 487,500
100.75 403,000
274.05 274,050
Total Amount 1,164,550
503,213
5,828
642,836
1,817,887
-
1,817,887
32,185,000
36,972,651
ABSTRACT OF COST
CONSTRUCTION OF Hostel
Total
ABSTRACT OF COST
Rs.10,444,185/-
Rs.10,444,185/-
1 Plinth area
i) (Veranda, Dressing,empaire & lounge)
1 x 60 x 35 = 2100 Sft
1 x 60 x 35 = 2100 Sft
Total = 4200 Sft
Building Portion = 4200.00 Sft P.Sft 1800.00
2 NS P/L pre-polished porcelain tile "Master" or equivalent 11500
with dry/wet/venired application, DWV series (light
color) class SB 24"x24"x3/8" size laid over a bed of
3/4" thick c/s mortor 1:2 i/c filling of joints with white
cement mixed with matching pigment complete in all
respect and approved by the Engineer incharge (for
flooring)
SI No. 3 Page: 75
D-1 1 x 5 x 8 = 40 Sft
D-2 10 x 3.5 x 7 = 245 Sft
D-3 12 x 2 x 7 = 168 Sft
6 x 3 x 7 = 126 Sft
4 x 4 x 7 = 112 Sft
691 Sft P.Sft 1551.95
(M.R)
4 159/53/b P/F all type glazed aluminium window of anodized
bronze colour partly fixed and partly sliding using
delux section of M/s Pakistan Cables or Eqv:
approved firm having frame of size
100mmx30mmx16mm and leaf frame section of size
45mmx25mm/45mmx35mm, all of 1.6mm thick i/c
5mm thick tinted glass with rubber gasket using
approved standard latch hardware i/c using imported
brushes for dust proofing and imported rular i/c fly
proofing complete in all respect and as approved by
the Engineer incharge.
W-1 2 x 2 x 8 = 32 Sft
W-2 10 x 6 x 6 = 360 Sft
V-1 10 x 2 x 1.5 = 30 Sft
422 Sft P.Sft 754
(M.R)
5 External Development 1 Job LS
Total
7,560,000
1,293,600
1,072,397
318,188
200,000
10,444,185
Total
Rs.1,000,000/-
Rs.857,337/-
Rs.1,857,337/-
= 1 Job
(D/A) @ Rs. 1000000 P.Job Total = 1 Job Rs. 1,000,000
plinth
beam 1 x 400 x 0.75 x 0.75 = 225.00
Rs.10,584
Rs.45,641
Rs.128,959
Rs.468,464
Rs.52,105
Rs.151,584
Rs.0
Rs.857,337