http://mosttutorials.blogspot.com/ Free Civil Engineering softwares,tutorials,setups,ebooks and much more DETAIL ESTIMATE FOR CONSTRUCTION OF WATER TANK 5 000 GALLONS S .# T .1
ITEM OF WORKS Excavation
NO
Cols foundation
4
L 5.00
B 5.00
D 2.00
Total T .2
P/L Pcc 1:4:8 in foundation
Cols foundation
Cft
25.00
Cft
Under floor
1
10.00
10.00
0.33
33.00
Cft
Steps
4
14.50
1.00
0.50
29.00
Cft
4
16.50
2.00
0.50
66.00
Cft
153.00
Cft
P/L Rcc 1:2:4 i/c shuttering and finishing Co Cols footing
4 4
5.00
5.00
0.50
.25/2x5.00+1.25/2x0.5
50.00 19.53
Cft
Cols up to bottom slab
4
1.25
1.25
21.75
135.94
Cft
T op slab
1
11.33
11.33
0.41
52.63
Cft
Tie beams
4
10.00
1.25
1.25
62.50
Cft
Bracing beams
4
10.00
1.25
1.25
62.50
Cft
383.10
Cft
P/L P/L Rcc Rcc 1:1½ 1:1½:3 :3 i/c i/c shu shutt tter erin ing g and and fini finish shin ing g Bottom slab
1
16.50
16.50
0.75
204.19
Cft
Core walls
2
11.33
0.67
8.00
121.46
Cft
2
10.00
0.67
8.00
107.20
Cft
432.85
Cft
4.44
M.tons
4.44
M.tons
100.00
Sft
100.00
Sft
80.00
Sft
80.00
Sft
36.00
Rft
36.00
Rft
67.00
Cft
67.00
Cft
33.00
Cft
33.00
Cft
75.00
Cft
75.00
Cft
272.25
Sft
272.25
Sft
1
No
1
No
2
Nos
Total Steel reinforcement bars
Rcc 1:2:4 item T.3
383.10
Rcc 1:1-1/2:3 item T.4
432.85
Total Rcc
815.94
Cft
Steel bars
815.94
x12/2204
Total P/L moasic floor in 1:2
Inner floor
1
10.00
10.00
Total T .7
200.00 0.25
"
T .6
Cft
5.00
Total
T .5
200.00
5.00
"
T.4 T.4
Unit
4
Total T .3
Qty
P/L terrazo dado or skirting in 1:2
Inner walls
4
10.00
8.00
Total T.8 P/F steel steel ladder made made of 2"x2"x1/4" 2"x2"x1/4" angle angle iron @15"c/c @15"c/c and 5/8" Dia bars @12" c/c i/c fixing and painting
1
36.00
Total T .9
Earth filling under floor
1
10.00
10.00
0.67
Total T.10
Sand filling under floor
1
10.00
10.00
0.33
Total T.11
P/L B.B masonry in F&P in 1:6
4
10.00
1.25
Total T.12
P/L 2" thick Pcc 1:2:4 floor toping
1
Total T.13
16.50
P/F 2'x2' man hole hole cover cover made of 1-1/2"x1 1-1/2"x1-1/2"x -1/2"x1/8" 1/8" and 18 gauge m.s sheet and painting
1
Total T.14
16.50
1.50
P/F 4" Dia C.I bell mouth
2
Total T.15
4
40.00
Total P/F 4' Dia G.I long bend
4
Total T.17
P/F 4" Dia duck foot bend
4
Total T.18
Nos
160.00
Rft
P/F 4" Dia G.I pipe 9 gauge Rising,Delivery,W ashing,Overflow
T.16
2
P/F: Railing
4
Total
16.00
160.00
Rft
4.00
Nos
4 .0 0
Nos
4.00
Nos
4 .0 0
Nos
64.00
Rft
64 . 0 0
Rft
http://mosttutorials.blogspot.com/ Free Civil Engineering softwares,tutorials,setups,ebooks and much more ESTIMATE FOR CONSTRUCTION OF WATER TANK 5000 GALLONS S.#
ITEM OF WORKS
T .1
3.23b+3.16a Excavation
T .2
06.03b P/L Pcc 1:4:8 in foundation
T .3
T.4
T .5
Cols foundation
Cols foundation Under floor Steps
6.06a-03 P/L Rcc 1:2:4 i/c shuttering and finishing Co Cols footing " Cols up to bottom slab Top slab Tie beams Bracing beams 6-06-b-02 P/L Rcc 1:1½: 1:1½:3 3 i/c i/c shutter shuttering ing and and finishi finishing ng Bottom slab Core walls " 6.07b Steel reinforcement bars
NO 4
L
B
200.00 Cft 200.00 Cft
0.25 0.33 0.50 0.50 Total
25.00 33.00 29.00 66.00 153.00
4 5.00 5.00 0.50 4 x5 x5.00+1.25/2x5.00+1.25/2x0.5 4 1.25 1.25 21.75 1 11.33 11.33 0.41 4 10.00 1.25 1.25 4 10.00 1.25 1.25 Total
1 2 2
Rcc 1:2:4 item T.3 Rcc 1:1-1/2:3 item T.4 Total Rcc Steel bars
5.00 10.00 14.50 16.50
16.50 11.33 10.00
5.00
5.00 10.00 1.00 2.00
16.50 0.67 0.67
0.75 8.00 8.00 Total
383.10 432.85 815.94 Cft 815.94 x12/2204 Total
T .6
10.22a+(10.43a = 10x10 room = 1/61 P.Sft) P/L moasic floor in 1:2 Inner floor
CONTENT UNIT RATE
2.00 Total
4 1 4 4
5.00
D
1
10.00
10.00 Total
AMOUNT
4.52
904.00
Cf Cft Cft Cft Cft Cf Cft
75.19
11504.07
50.00 19.53 135.94 52.63 62.50 62.50 383.10
Cf Cft Cf Cft Cft Cft Cft Cf Cft
153.44
58782.67
204.19 121.46 107.20 432.85
Cft Cft Cft Cf Cft
165.36
71575.27
86060.41
382108.22
61.47
6147.00
4.44 M.tons 4.44 M.tons 100.00 Sf Sft 100.00 Sf Sft
10.40a-01 Page 3
S.# T.7
ITEM OF WORKS P/L terrazo dado or skirting in 1:2 Inner walls
NO 4
L 10.00
B 8.00
D Total
CONTENT UNIT RATE AMOUNT 80.00 Sft 80.00 Sft 52.56 4204.80
Page 4
S.# T.8
T.9
ITEM OF WORKS N.S P/F steel ladder made of 2"x2"x1/4" angle iron @15"c/c and 5/8" Dia bars @12" c/c i/c fixing and painting 3.16-b+3.04-a+3.18-c+3.19-b+3.26-b-02 Earth filling under floor
07.30 T.10 Sand filling under floor 07.04a-05 T.11 P/L B.B masonry in F&P in 1:6 10.15-e+10.43-c T.12 P/L 2" thick Pcc 1:2:4 floor toping
Non Schedule T.13 P/F 2'x2' man hole cover made of 1-1/2"x1-1/2"x1/8" and 18 gauge m.s sheet and painting 9.19a+9.20/15+9.21/15 T.14 P/F 4" Dia C.I bell mouth 24-16-c-09 T.15 P/F 4" Dia G.I pipe 9 gauge Rising,Delivery,Washing,Overflow
NO
1
1
1
4
1
L
B
D
36.00
10.00
10.00
10.00
16.50
10.00
10.00
1.25
36.00 Rft 36.00 Rft
280
10080.00
0.67 Total
67.00 Cft 67.00 Cft
6.45
432.15
0.33 Total
33.00 Cft 33.00 Cft
12.21
402.93
1.50 Total
75.00 Cft 75.00 Cft
100.81
7560.75
Total
272.25 Sft 272.25 Sft
35.35
9624.04
Total
1 No 1 No
3500
3500.00
Total
2 Nos 2 Nos
363.71
727.42
202.21
32353.60
16.50
2
40.00 Total
24-30-d-07 T.16 P/F 4' Dia G.I long bend Non Schedule T.17 P/F 4" Dia duck foot bend 25-37+13-06b01+2x13.06d02 T.18 P/F: Railing
4
160.00 Rft 160.00 Rft
Total
4.00 Nos 4.00 Nos
428.09
1712.36
Total
4.00 Nos 4.00 Nos
640
2560.00
322.26
20624.64 624803.92
4
4
AMOUNT
Total
1
4
CONTENT UNIT RATE
16.00 Total
64.00 Rft 64.00 Rft
Page 5
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Page 7
Page 8
Page 9
Page 10
Page 11
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Page 15
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Page 18
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Page 24
Page 25
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Page 31
Page 32
Page 33
Page 34
Page 35
Page 36
Page 37
Page 38
Page 39
Page 40
Page 41
Page 42
Page 43
Page 44
Page 45
Page 46
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Task No 08 HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY KOHI BAHARA FR D.I KHAN ESTIMATE FOR CONSTRUCTION OF LABOUR ROOM & MEDICAL LABORATORY AT KOHI BAHARA FR D.I KHAN ABSTRACT OF COST
Description
S No,
1-
Civil Work
2-
Internal Electrification
3-
Water Supply
Amount(Rs.)
1,565,436 85,801 144,176
G.Total http://mosttutorials.blogspot.com/ Free Civil Engineering softwares,tutorials,setups,ebooks and much more
1,795,412
Task No 08 COST ESTIMATE FOR CONSTRUCTION OF WATER TANK 5000 GALLO
S.#
SR item Coa
T.1
3.23b+3.16a
T.2
06.03b
T.3
6.06a-03
T.4
6-06-b-02
T.5
6.07b
T.6
Description
UNIT
Qty
RATE
Cft
200
4.52
Cft
153
75.19
P/L Rcc 1:2:4 i/c shuttering and finishing Cols footing
Cft
383.1
153.44
P/L Rcc 1:1½:3 i/c shuttering and finishing
Cft
432.9
165.36
Steel reinforcement bars item T.3
MT
4.44
86060.4
Sft
100
61.47
Sft
80
52.56
Excavation
Cols foundation
P/L Pcc 1:4:8 in foundation foundation
Cols
Rcc 1:2:4
10.22a+(10.4 3a = 10x10 P/L moasic floor in 1:2 room = 1/61 P.Sft)
Inner floor
P/L terrazo dado or skirting in 1:2 walls
Inner
T.7
10.40a-01
T.8
N.S
P/F steel ladder made of 2"x2"x1/4" angle iron @15"c/c and 5/8" Dia bars @12" c/c i/c fixing and painting
Rft
36
280
T.9
3.16-b+3.04a+3.18c+3.19b+3.26-b-02
Earth filling under floor
Cft
67
6.45
T.10
07.30
Sand filling under floor
Cft
33
12.21
T.11
07.04a-05
P/L B.B masonry in F&P in 1:6
Cft
75
100.81
P/L 2" thick Pcc 1:2:4 floor toping
Sft
272.3
35.35
N
1
3500
N
2
363.71
T.12 0.15-e+10.43-
P/F 2'x2' man hole cover made of 1-1/2"x1T.13 Non Schedule 1/2"x1/8" and 18 gauge m.s sheet and aintin 9.19a+9.20/1 T.14 P/F 4" Dia C.I bell mouth 5+9.21/15 T.15
24-16-c-09
P/F 4" Dia G.I pipe 9 gauge Rising,Delivery,Washing,Overflow
Rft
160
202.21
T.16
24-30-d-07
P/F 4' Dia G.I long bend
No
4
428.09
T.17 Non Schedule
P/F 4" Dia duck foot bend
N
4
640
25-37+13T.18 06b01+2x13.0 6d02
P/F: Railing
Rft
64
322.26
Total:
S
http://mosttutorials.blogspot.com/ AMOUNT 904 11504.07 58782.864 71576.076 382108.2204
6147
4204.8
10080
432.15
402.93 7560.75 9624.0375 3500 727.42 32353.6 1712.36 2560 20624.64
624804.9
Free Civil Engineering Softwares,tutorials.setups,ebooks and much more
Task No 08
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY KOHI BAHARA FR D.I KHAN GENERAL ABSTRACT OF COST Description
S No,
Amount(Rs.)
1-
Doors & Windows of Doctor House
445,520
2-
Dining Hall Wash Basin
3-
Quarter Class-IV + Chowkidar House (Doors & Windows
4-
BHU Distempering
5-
Overhead Water Tank
624,805
6-
Transformer 25 KV etc.
304,206
7-
Boring of Tube Well & Machinary
8-
Stabilizer 10000 watt
16,500
9-
1½" G.I Pipe
24,350
10-
Labour Room + Medical Lab
4,544 562,249 46,879
G.Total
2,171,617
1,795,412
5,996,082
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HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY KOHI BAHARA FR D.I KHAN TASK-8 Doors & Windows of Doctor House S No. CSR item Coad
Description
Unit
Qty
Rate
Amount (Rs.)
1-
04-34
Removing door with chowkat (Existing)
No
16.00
164.43
2630.88
2-
04-35
Removing windows CSW
No
9.00
119.73
1077.57
3-
12.07c+12.24c+ 12.27a/28+13.0 6c01+(2x13.06c02 )
P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 gauge M.S Sheet chowkat i/c all hardware and iron mongry such as earl drawer, handle, tower bolt, holdfast, cleat and stopper with 1½" thick panel door of 18 gauge M.s Sheet, 2 coats of read oxide and 3 coats of synthetic enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per specification and instruction of E/Incharge.
Sft
370.00
805.19
297920.3
25.039-b05+12.50
P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18 gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and instruction of Engineer incharge.
Sft
241.00
597.06
143891.46
4-
Sub Total :
445520.21
Dining Hall Wash Basin S No. CSR item Coad
1-
Description
P/F: ICL Boch wash hand basin large size i/c water mixer, 14.05astop cocks (Fisal or equivalent), C.P inlet pipe and 03+(14.25x2)+1 pedestal. Complete in all respect as per specification and 4.27 instruction of Engineer incharge.
Sub Total : Quarter Class-IV & Chowkidar House
Unit
Qty
Rate
Amount (Rs.)
No
2
2272.18
4544.36
4544.36
S No. CSR item Coad
Description
Unit
Qty
Rate
Amount (Rs.)
1-
04-34
Removing door with chowkat (Existing)
No
21
164.43
3453.03
2-
04-35
Removing windows CSW
No
12
119.73
1436.76
S/F: of Steel doors 18 SWG MS sheet with angle iron frame 1½"x1½"x1/8", bolt, hinges & paint etc.
Sft
84
251.56
21131.04
Sft
433.5
805.19
349049.865
Sft
313.5
597.06
187178.31
3-
4-
P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 12.07c+12.24c+ gauge M.S Sheet chowkat i/c all hardware and iron 12.27a/28+13.0 mongry such as earl drawer, handle, tower bolt, holdfast, 6ccleat and stopper with 1½" thick panel door of 18 gauge 01+(2x13.06c02 M.s Sheet, 2 coats of read oxide and 3 coats of synthetic ) enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per specification and instruction of E/Incharge.
P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18 gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & 5- 5.039-b-05+12.5 stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and instruction of Engineer incharge.
Sub Total :
562249.005
BHU Distempering S No. CSR item Coad
1-
(11.23-a-03)
Description
Unit
Qty
Rate
Amount (Rs.)
P/A: 2 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade & quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish, complete as per instruction of Engineer incharge.
Sft
4034.3
11.62
46879.0308
Sub Total :
46879.03
Transformer 25 KV S No. CSR item Coad
Description
Unit
Qty
Rate
Amount (Rs.)
15.39
S/F: of 4 legged angle iron HT pole in PCC 1:3:6 at depth of 6' complete in all respect as per WAPDA specification I/c HT shackles disc, insulators wooden bars etc. earthing of each pole as per instruction of Engineer incharge.
No
2
16103
32206
2-
Non Schedule
S/F of HT line of aluminum conductor 7/.132 aluminum as per WAPDA specification I/c 3% saage, cutting, jointing. Complete in all respect as per specification and instruction of Engineer incharge.
Rft
800
60
48000
3-
P/F of 4 core cable as per design 19/.083 for connection of electric board for motor to transformer. Complete in all Non Schedule respect as per specification and instruction of Engineer incharge.
Rft
60
400
24000
4-
Non Schedule
No
1
200000
200000
1-
P/F: of transformer 25 KVA "Climax" I/c H.poles with transformer for meter etc. as per WAPDA specification.
Sub Total :
304206
New Tube Well S No. CSR item Coad 1-
Description
Unit
Qty
Rate
Amount (Rs.)
Job
1
30000
30000
Mobilization of boring plant and equipment to site
Job
1
20000
20000
Non Schedule Resistivity of survey for selection of site.
2-
24.01
3-
24.02a-09
Tube Well boring in all kind of soil except shangle/rock 18" I/d from ground upto 100' below G.L
Rft
100
1124.76
112476
4-
24.02b07
From 101' to 200' below G.L 18" I/d.
Rft
100
1424.37
142437
5-
24.02c07
From 201' to 300' below G.L 18" I/d.
Rft
100
1424.37
142437
6-
24.02-d25
From 301' to 340' below G.L 18" I/d.
Rft
40
1707.59
68303.6
Job
1
20000
20000
Rft
340
1709.8
581332
Sets
4
1323.55
5294.2
7-
Non Schedule Subsequent shifting to next site (if required) Providing and installation PVC blind pipe in tube well with stranger BSS class "D" working pressure and jointing. 12" I/d
8-
24.12c04
9-
24.06
10-
24.08d
S/Installation of 12" dia 2' long M.S bail plug in tube well bore hole. Complete in all respect as per specification and instruction of Engineer incharge.
No
1
2181.54
2181.54
11-
24.39c
S/Installation on MS suspension clamp of heavy duty 3/8" thick 12" I/d with PCC 1:2:4 block round it Complete.
Job
1
1089
1089
12-
24.36a
Furnishing/installation of MS cap over housing pipe with locking arrangement. Complete in all respect as per specification and instruction of Engineer incharge.
Job
1
884
884
13-
24.14
Shrouding with graded gravel pack 3/8" to 1/8" around tube well in bore hole. Complete in all respect as per specification and instruction of Engineer incharge.
Rft
340
133.66
45444.4
14-
24.13b
Development and testing of tube well with air compressor over 1.5 cusecs discharge. Complete in all respect as per specification and instruction of Engineer incharge.
Hrs
72
511
36792
Development and testing of tube well with "D" and "T" unit. Non Schedule Complete in all respect as per specification and instruction of Engineer incharge.
Job
1
20000
20000
15-
Furnishing sample of water from bore hole and testing.
16-
17-
18-
19-
Supply/Installation of "KSB" submersible pumping set with seimens A.C electric motor upto 40 H.P, 6" dia 12 stages KSB pump, 6" dia KSB column pipes of required length, 4 core submersible electric cable for 40 HP motor to electric starter, 14 gauge main switch board, star/delta "Seimens" starter, Japan made, bolt meter, Ampere meter and Non Schedule selector switches, phase indicator lamps, earthing of main switch board and starter, 6" dia sluice valve and non return valve of "AERO Brand" 6" dia M.S long bend and 18 gauge M.S sheet cover for bore hole. Complete in all respect as per specification and instruction of Engineer incharge.
Set
1
750000
750000
Nos
2
5568
11136
P/F: of 6" dia G.I pipe or CI Tee with jointing material. Non Schedule Complete in all respect as per specification and instruction of Engineer incharge.
Nos
2
3500
7000
P/F: of 6" dia GI pipe heavy quality I/c excavation of trench and refilling. Complete in all respect as per specification and instruction of Engineer incharge.
Rft
250
647.84
161960
24.22c
24.16a02
P/F of 6" dia C.I sluice valve. BSS standard for G.I and PVC pipe I/c jointing material. Complete in all respect as per specification and instruction of Engineer incharge.
20-
P/F: of 6" dia G.I socket heavy quality. Complete in all Non Schedule respect as per specification and instruction of Engineer incharge.
Nos
9
650
5850
21-
P/F: of 6" dia G.I Long bend heavy quality with jointing Non Schedule material. Complete in all respect as per specification and instruction of Engineer incharge.
Nos
2
3500
7000
Sub Total :
2171616.74
Stabilizer (10000 Watt) S No. CSR item Coad 1-
Description
Unit
Qty
Rate
Amount (Rs.)
S/F: 10000 watt Stablizier (Universal or Allied)
No
1
16500
16500
Sub Total :
16500
Water Supply S No. CSR item Coad
2
24-16-c-05
Description
Unit
Qty
Rate
Amount (Rs.)
P/Fixing 1½" dia G.I pipe (IIL-L) or equivalent in trench I/c excavation and its refilling, all necessary fitting for pipe. Complete in all respect as per specification and instruction of Engineer incharge.
Rft
200
121.75
24350
ESTIMATE FOR CONSTRUCTION OF LABOUR ROOM & MEDICAL LABORATORY AT KOHI BAHARA FR D.I KHAN Civil Work S No. CSR item Coad
C-1
3.23b+3.16a
C-2
26.15
C-3
06.03b
C-4
07.04a-05
C-5
6.22a-02
C-6
6.06a-03
C-7
06.07c
C-8
07.05a-05
Description
Unit
Qty
Rate
Amount (Rs.)
Excavation as in foundation of building upto required depth in all kind of soil i/c subsequent re-filling in trenches and plinth area or where required, disposal of surplus earth as directed, watering, ramming and consolidating the earth as as specified complete in all respect as per specification and instruction of E/Incharge.
Cft
1809
4.52
8176.68
Sft
880
1.26
1108.8
Cft
3695.6
75.19
277872.164
Cft
1009
100.81
101712.2495
Sft
141
32.34
4559.94
Cft
1104.9
153.44
169534.3216
M.T
3.68
86060.4
316702.3088
Cft
1303.9
108.55
141536.174
Cft
1218
6.45
7856.1
Cft
404
12.21
4932.84
P/A: termite proofing chemicals in 3 stages as per specification and instruction of Engineer Incharge. P/L: P.C.C 1:4:8 in any part of building such as foundation, sub flooring etc. using 1½" down graded stone aggregate i/c framework, placing, compacting, leveling and curing etc. Complete as per specification and instruction of Engineer incharge. P/L: 1st class BB masonry in foundation and plinth in 1:6 cement sand mortar i/c racking out the joints where necessary scaffolding & curing etc. Complete in all respect as per specification and instruction if Engineer incharge. P/L: 2" thick DPC with cement concrete, 1:2:4 using approved quality fine/course aggregate i/c farmwork, compacting, leveling, finishing and curing etc. 2 coats of hot bitumen (PB/3 or PB/4) and 2 layers of approved polythene sheet. Complete in all respect as per specification and instruction of Engineer incharge. P/L: RCC 1:2:4 i/c finishing as in footing, columns, beam, lintels, slabs, sun shade & projection etc. of specified strength using approved quality crushed stone & fine aggregate i/c formwork & its removal, compacting, vibrating, leveling, finishing and curing etc. but excluding the cost of MS re-inforcement bars i/c cost of RCC design & lab tests. RCC works be designed & submitted well in time by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer icharge. P/F: in position mild steel, reinforcement bars of minimum 40000 PSI yield strength, of any size and diameter i/c straightening, bending, placing, binding in position and binding wire, spacer, wastage etc. Steel required for RCC works be designed & submitted well before by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer incharge. P/L: 1st class BB masonry in superstructure in any thickness of wall. Set in 1:6 cement sand mortar i/c racking out the joints where necessary, Scaffolding, making grooves and corners where required & curing etc. Complete as per specification and instruction of Engineer Incharge.
Earth filing: under floors with earth brought from out side 3.16-b+3.04approved source i/c all leads & lifts, filling in layers not C-9 a+3.18-c+3.19more than 6" thick, consolidating upto specified density b+3.26-b-02 and to the satisfaction of Engineer i ncharge.
C-10
07.30
P/F: clean course sand under floors from an approved source i/c leveling, watering, compacting etc. Complete in all respect as per specification and instruction of Engineer incharge
P/L: mosaic floors consisting of 1½" thick PCC 1:2:4 divided into panels not morethan 3'x3' with 3/8" thick 10.22a+(10.43a marble strip and 1/2" thick mosaic topping (1 part of grey C-11 = 10x10 room = cement & 3 parts of approved colour and size marble chips 1/61 P.Sft) i/c curing, grinding, rubbing and polishing etc. Complete as per specification and instruction of Engineer incharge.
Sft
826.63
61.47
50812.95
P/L: 3/8" thick terrazzo dado or skirting over 1/2" thick cement plaster in 1:3 ratio, (1 part of gray cement and three parts of approved colour and size marble chips i/c grinding, rubbing, curing and wax polishing etc. Complete as per specification and instruction of E ngineer incharge.
Sft
80
52.56
4204.8
11.09b
P/A: 1/2" thick cement plaster on walls in 1:4 c/sand mortar i/c scaffolding, chamfering of edges, rounding the corners, making grooves and edges where required, P/F: of expended metal jali, 1/2"x1/2" size, 1' wide at all joints of RCC & bricks & curing etc. Complete as per specification and instruction of Engineer Incharge.
Sft
4812.6
11.82
56884.46
11.18a
P/A: deep struck pointing in cement/surkhi mortar in 1:1 with approved colour i/c racking out the joints not less than 1/2" deep, saturating the surface, scaffolding & curing etc. Complete in all respect as per specification and instruction of Engineer incharge.
Sft
1567.5
13.11
20549.93
P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 gauge M.S Sheet chowkat i/c all hardware and iron mongry such as earl drawer, handle, tower bolt, holdfast, C-15 2.27a/28+13.06c cleat and stopper with 1½" thick panel door of 18 gauge M.s Sheet, 2 coats of read oxide and 3 coats of synthetic enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per specification and instruction of E/Incharge.
Sft
158.25
805.19
127421.3175
P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18 gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & C-16 5.039-b-05+12.5 stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and instruction of Engineer incharge.
Sft
155
597.06
92544.3
Sft
4812.6
15.09
72621.53
Rft
75
363.71
27278.25
Sft
63.75
90.15
5747.06
Cft
152.96
101.41
15511.67
Sft
836
69.22
57867.92
C-12
C-13
C-14
10.40a-01
P/A: 3 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade & C-17 (11.23-a-03) quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish, P/F: 4" dia CI rain water pipe i/c jointing, bends and clamps 9.19a+9.20/15+ and 3 coats of synthetic enamel paint. complete in all C-18 9.21/15 respect as per specification and instruction of Engineer incharge. S/F: of 1½" thick D/Wood joinery as in wire gauze door 12.13d+13.06bwithout chowkat i/c all iron mongery and hardware such as C-19 01+(13.06bhinges, handle, holdfast, door spring and tower bolts etc. 02x2) as approved, 12x24 wire mesh and 3 coats of S/E paint. P/L: PCC 1:3:6 as in plinth protection, around the building over compacted earth or where required i/c framework, C-20 6.05h placing, curing, leveling, compacting and finishing etc. Complete in all respect P/L: roof treatment consisting of:a) 2 coats of hot bitumen with sand blinding. 09.05+09.12+1 b) 2 layers of approved polythene sheet. C-21 1.17+polythene c) 4" thick compacted earth with proper slope. sheet d) 1½" thick brick tiles in 1:6, grouting in 1:3 and flush pointing in 1:1 Complete
Sub Total :
1565435.76
INTERNAL ELECTRIFICATION S No. CSR item Coad
Description
Unit
Qty
Rate
Amount (Rs.)
E-1
Wiring of light or fan point from point to switch with 2x3/.029 Pakistan cable i/c sub circuit wiring with 7/.029 Pakistan cable, with all accessories such as PVC Non Schedule concealed conduit PPI switches (premier) fixed on plastic sheets & wooden box, ceiling rose and holder etc. Complete as per instruction of Engineer Incharge.
No
20
783.5
15670
E-2
Same as item # 01, but wiring with 2x7/.044+1x3/.029 for 3 pin 15 Amp. power plug i/c P/F: of 15 Amp. switch socket Non Schedule unit PPI (China clay base) fixed on wooden box on separate circuit. Complete as per instruction of Engineer Incharge.
No
5
950
4750
E-3
15.24b
P/F: 4' long tube light (Asia/M. Inayatullah made) with starter, tube rod (Phillips) and choke. Complete as per specification and instruction of Engineer Incharge.
No
12
528.17
6338.04
E-4
15.68c
P/F: of 56" sweep capacitor type ceiling fan with dimmer, (Pak Fan Delux) i/c suspension rod and canopy etc. Complete as per instruction of Engineer Incharge.
No
6
2433.13
14598.78
E-5
Same as item # E-1, but wiring of 5 pin 5 Amp. light plug away from switch board i/c P/F: of PPI (premier) light plug Non Schedule i/c wiring with 7/.029 etc. Complete as per instruction of Engineer Incharge.
No
6
400
2400
E-6
Providing and Fixing of main board having:a. 20 AMP TPNACB 01 No. (Hager) or Tarrasaki Non Schedule b. 10 AMP single phase ACB 08 Nos. i/c connection of earth with main switch, Complete in all respect.
No
1
18000
18000
E-7
P/Fixing: of 2 core 7/0.052 aluminum cable in PVC pipe of Non Schedule approved quality i/c connection from nearest source to main board.
Rft
180
80
14400
15.69a
P/Fixing: 12" Sweep (Pak) Exhaust fan with louver. Complete in all respect as per specification and instruction of Engineer incharge.
No
2
1618.54
3237.08
15.53
Earthing of main switch with 8 SWG copper wire, laid in 1/2" dia GI pipe from main switch to 2'x2' copper plate burried in 14 feet deep pit alongwith salt & charcoal mixture. Complete in all respect as per specification and instruction of Engineer incharge.
No
1
6406.6
6406.6
E-8
E-9
Sub Total :
85800.5
WATER SUPPLY & SANITARY INSTALLATION S No. CSR item Coad
Description
Unit
Qty
Rate
Amount (Rs.)
P/F: Asiatic type WC (ICI Boch) or equivalent) i/c "Master" 14.03a+14.10a Tanki, P/Trap, Stop Cock, Plastic Connection & Hockey W-1 +14.25+14.47a Pipe etc. Complete as per specification and instruction of Engineer Incharge.
No
1
3280.13
3280.13
P/F: ICL Boch wash hand basin large size i/c water mixer, 14.05astop cocks (Fisal or equivalent), C.P inlet pipe and W-2 03+(14.25x2)+1 pedestal. Complete in all respect as per specification and 4.27 instruction of Engineer incharge.
No
1
2272.18
2272.18
W-3
14.26a+14.23
P/F: CP adjustable shower rose i/c stop cock and CP inlet pipe etc. Complete as per instruction of Engineer Incharge.
No
1
684.82
684.82
W-4
14.39-a
P/F: Brass bib cock ½" dia screw down type Faisal or equivalent make. Complete as per instruction of Engineer Incharge.
No
2
185.31
370.62
14.34b-01
P/F: of soil, water, vent pipe of CI with plain socket i/c tee, bend, caulking the joints with cement, painting to pipe, making holes and repair to original shape. Complete in all respect. 4" dia CI pipe.
Rft
30
377.4
11322
14.34b-02
P/F: of soil, water, vent pipe of CI with plain socket i/c tee, bend, caulking the joints with cement, painting to pipe, making holes and repair to original shape. Complete in all respect. 2" dia CI pipe.
Rft
18
257.42
4633.56
Rft
80
42.74
3419.2
No
2
597.03
1194.06
No
1
415.88
415.88
No
1
110.53
110.53
No
1
129.23
129.23
No
2
353.56
707.12
Construction of septic tank of BB size, 8'x4'x6' with 9" thick BB wall, 4½" thick BB partition, 1/2" thick cement plaster in W-12 Non Schedule 1:4 and 6" thick PCC 1:3:6 in foundation and bed, 4" thick RCC 1:2:4 precast covers with 1/2" dia bars, 4" C/C both way. Complete as per instruction of Engineer Incharge.
No
1
30000
30000
Construction of 6' internal dia 30' deep soakage pit i/c 9" thick BB in 1:4 from top to 6' depth, filling of pit with stone W-13 Non-Schedule boulder, making chemny and RCC 1:2:4 cover 4" thick with 1/2" dia bars 4" C/C both way. Complete in all respect as per specification and instruction of Engineer incharge.
No
1
45000
45000
Rft
40
101.26
4050.4
No
4
3500
14000
No
1
22586
22586 144175.73
W-5
W-6
24.16c-01
W-7
14.31a
W-8
14.16a
W-9
14.20a
W-10
14.20b
W-11
14.24b
W-14
23.01b
S/L: jointing and testing of ½" dia GI pipe (IIL-L) i/c tees, bends, union, elbows, socket etc. Making hole and repair complete. P/F: 3" floor trap of CI i/c CP grating, caulking the joints with cement and hole repair complete. Providing and Fixing of best quality 24" long towel rail. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge. Providing and Fixing of best quality Plastic soap dish. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge. Providing and Fixing of best quality P lastic paper holder. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge. P/F: CP bib cock heavy 1/2" dia Faisal or equivalent made. Complete as per specification and instruction of E/Incharge.
: n renc , o n ng an es ng a p pe c collar, excavation of trench & re-filling after laying of pipe. Complete as per specification and instruction of Engineer
Construction of 2'x2' or 2' dia BB m anhole, upto required depth i/c 4" PCC 1:4:8 in bed, BB wall laid & plastered in W-15 Non-Schedule 1:4 making channel inside and RCC 1:2:4 cover, 4" thick with 3/8" dia bars 4" C/C both side. W -16 14-69-b-03 S/F: of polythene water tank 500 gallons Sub Total :
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY KOHI BAHARA FR D.I KHAN TASK-8 Doors & Windows of Doctor House
1- Removing door with chowkat (Existing) 16 Nos. 2- Removing windows CSW 9 Nos.
3- P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 gauge M.S Sheet chowkat i/c all hardware and iron mongry such as earl drawer, handle, tower bolt, holdfast, cleat and stopper with 1½" thick panel door of 18 gauge M.s Sheet, 2 coats of read oxide and 3 coats of synthetic enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per specification and instruction of E/Incharge. 1 4.00 8.50 = 34.00 Sft 10 3.50 7.00 = 245.00 Sft 1 3.00 7.00 = 21.00 Sft 4 2.50 7.00 = 70.00 Sft 370.00 Sft Total =
4- P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18 gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and instruction of Engineer incharge. 2 3 2 1 1
8.00 6.00 4.00 3.00 2.00
5.50 5.50 5.50 2.00 2.00 Total
= = = = = =
Dining Hall Wash Basin
1- P/F: ICL Boch wash hand basin large size i/c water mixer, stop cocks (Fisal or equivalent), C.P inlet pipe and pedestal. Complete in all respect as per specification and instruction of Engineer incharge. 2 Nos.
88.00 99.00 44.00 6.00 4.00 241.00
Sft Sft Sft Sft Sft Sft
Quarter Class-IV & Chowkidar House
1- Removing door with chowkat (Existing) 21 Nos. 2- Removing windows CSW 12 Nos. 3- S/F: of Steel doors 18 SWG MS sheet with angle iron frame 1½"x1½"x1/8", bolt, hinges & paint etc. 3
4.00 Total
7.00 = =
84.00 Sft 84.00 Sft
4- P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 gauge M.S Sheet chowkat i/c all hardware and iron mongry such as earl drawer, handle, tower bolt, holdfast, cleat and stopper with 1½" thick panel door of 18 gauge M.s Sheet, 2 coats of read oxide and 3 coats of synthetic enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per specification and instruction of E/Incharge. 6 3.50 8.50 = 178.50 Sft 3 3.50 7.00 = 73.50 Sft 3 3.00 8.50 = 76.50 Sft 6 2.50 7.00 = 105.00 Sft 433.50 Sft Total =
5- P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18 gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and instruction of Engineer incharge. 3 6 3
6.00 5.00 3.00
5.50 5.50 5.50 Total
= = = =
99.00 165.00 49.50 313.50
BHU Distempering
1- P/A: 2 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade & quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish, complete as per instruction of Engineer incharge. 987.65 Sft 3046.69 Sft 4034.34 Sft
Sft Sft Sft Sft
Transformer 25 KV
1- S/F: of 4 legged angle iron HT pole in PCC 1:3:6 at depth of 6' complete in all respect as per WAPDA specification I/c HT shackles disc, insulators wooden bars etc. earthing of each pole as per instruction of Engineer incharge. 2 Nos. 2- S/F of HT line of aluminum conductor 7/.132 aluminum as per WAPDA specification I/c 3% saage, cutting, jointing. Complete in all respect as per specification and instruction of Engineer incharge. 800 Rft 3- P/F of 4 core cable as per design 19/.083 for connection of electric board for motor to transformer. Complete in all respect as per specification and instruction of Engineer incharge. 60.00 Rft 4- P/F: of transformer 25 KVA "Climax" I/c H.poles with transformer for meter etc. as per WAPDA specification. 1 Nos.
ESTIMATE FOR CONSTRUCTION OF NEW TUBE WELL BORING & MACHINARY
New Tube Well 1- Resistivity of survey for selection of site. 1 Job 2- Mobilization of boring plant and equipment to site 1 Job 3- Tube Well boring in all kind of soil except shangle/rock 18" I/d from ground upto 100' below G.L 100.00 Rft 4- From 101' to 200' below G.L 18" I/d. 100.00 Rft 5- From 201' to 300' below G.L 18" I/d. 100.00 Rft 6- From 301' to 340' below G.L 18" I/d. 40.00 Rft
7- Subsequent shifting to next site (if required) 1 Job 8- Providing and installation PVC blind pipe in tube well with stranger BSS class "D" working pressure and jointing. 12" I/d 340.00 Rft 9- Furnishing sample of water from bore hole and testing. 4 Sets 10- S/Installation of 12" dia 2' long M.S bail plug in tube well bore hole. Complete in all respect as per specification and instruction of Engineer incharge. 1 No. 11- S/Installation on MS suspension clamp of heavy duty 3/8" thick 12" I/d with PCC 1:2:4 block round it Complete. 1 Job 12- Furnishing/installation of MS cap over housing pipe with locking arrangement. Complete in all respect as per specification and instruction of Engineer incharge. 1 Job 13- Shrouding with graded gravel pack 3/8" to 1/8" around tube well in bore hole. Complete in all respect as per specification and instruction of Engineer incharge.
340.00 Rft 14- Development and testing of tube well with air compressor over 1.5 cusecs discharge. Complete in all respect as per specification and instruction of Engineer incharge.
72.00 Hrs 15- Development and testing of tube well with "D" and "T" unit. Complete in all respect as per specification and instruction of Engineer incharge. 1 Job 16- Supply/Installation of "KSB" submersible pumping set with seimens A.C electric motor upto 40 H.P, 6" dia 12 stages KSB pump, 6" dia KSB column pipes of required length, 4 core submersible electric cable for 40 HP motor to electric starter, 14 gauge main switch board, star/delta "Seimens" starter, Japan made, bolt meter, Ampere meter and selector switches, phase indicator lamps, earthing of main switch board and starter, 6" dia sluice valve and non return valve of "AERO Brand" 6" dia M.S long bend and 18 gauge M.S sheet cover for bore hole. Complete in all respect as per specification and instruction of Engineer incharge. 1 Set
17- P/F of 6" dia C.I sluice valve. BSS standard for G.I and PVC pipe I/c jointing material. Complete in all respect as per specification and instruction of Engineer incharge.
2 Nos. 18- P/F: of 6" dia G.I pipe or CI Tee with jointing material. Complete in all respect as per specification and instruction of Engineer incharge. 2 Nos. 19- P/F: of 6" dia GI pipe heavy quality I/c excavation of trench and refilling. Complete in all respect as per specification and instruction of Engineer incharge. 250.00 Rft 20- P/F: of 6" dia G.I socket heavy quality. Complete in all respect as per specification and instruction of Engineer incharge. 9 Nos. 21- P/F: of 6" dia G.I Long bend heavy quality with jointing material. Complete in all respect as per specification and instruction of Engineer incharge. 2 Nos.
Stabilizer (10000 Watt)
1- S/F: 10000 watt Stablizier (Universal or Allied) 1 No.
Water Supply P/Fixing 1½" dia G.I pipe (IIL-L) or equivalent in trench I/c excavation and its refilling, all necessary fitting for pipe. Complete in all respect as per specification and instruction of Engineer incharge.
200.00 Rft ESTIMATE FOR CONSTRUCTION OF LABOUR ROOM & MEDICAL LABORATORY AT KOHI BAHARA FR D.I KHAN
Civil Work C-1
Excavation as in foundation of building upto required depth in all kind of soil i/c subsequent re-filling in trenches and plinth area or where required, disposal of surplus earth as directed, watering, ramming and consolidating the earth as as specified complete in all respect as per specification and instruction of E/Incharge. 2 5 1 1 9
56.75 13.50 3.00 3.00 4.00
3.00 3.00 3.00 1.50 4.00
3.00 3.00 3.00 2.00 1.00 Total
= = = = = =
1021.50 607.50 27.00 9.00 144.00 1809.00
Cft Cft Cft Cft Cft Cft
C-2
P/A: termite proofing chemicals in 3 stages as per specification and instruction of Engineer Incharge. As per Covered Area
C-3
880.00 Sft
P/L: P.C.C 1:4:8 in any part of building such as foundation, sub flooring etc. using 1½" down graded stone aggregate i/c framework, placing, compacting, leveling and curing etc. Complete as per specification and instruction of Engineer incharge. 2 5 1 1 9 1 1 1 1 1 1
C-4
56.75 13.50 3.00 3.00 4.00 20.00 15.00 10.00 5.00 10.00 11.25
3.00 3.00 3.00 1.50 4.00 16.00 16.00 10.00 5.00 5.50 5.75
0.75 0.75 0.75 0.50 0.50 0.50 0.50 0.50 0.50 51.50 0.50 Total
255.38 151.88 6.75 2.25 72.00 160.00 120.00 50.00 12.50 2832.50 32.34 3695.60
Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft
P/L: 1st class BB masonry in foundation and plinth in 1:6 cement sand mortar i/c racking out the joints where necessary scaffolding & curing etc. Complete in all respect as per specification and instruction if Engineer incharge. 2 2 2 2 5 5 5 5 1 1 1 1 1 1
54.87 54.50 54.12 53.75 14.87 15.25 15.62 16.00 4.25 4.62 5.00 4.25 4.62 5.00
1.87 1.50 1.13 0.75 1.87 1.50 1.13 0.75 1.50 1.13 0.75 1.50 1.13 0.38
0.75 0.75 0.75 2.50 0.75 0.75 0.75 2.50 0.75 0.75 2.50 0.75 0.75 3.25 Total
C-5
= = = = = = = = = = = =
= = = = = = = = = = = = = = =
153.91 122.63 91.73 201.56 104.28 85.78 66.19 150.00 4.78 3.92 9.38 4.78 3.92 6.09 1008.95
Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft
P/L: 2" thick DPC with cement concrete, 1:2:4 using approved quality fine/course aggregate i/c farmwork, compacting, leveling, finishing and curing etc. 2 coats of hot bitumen (PB/3 or PB/4) and 2 layers of approved polythene sheet. Complete in all respect as per specification and instruction of Engineer incharge. 1
188.00
0.75 = Total =
141.00 Sft 141.00 Sft
C-6
P/L: RCC 1:2:4 i/c finishing as in footing, columns, beam, lintels, slabs, sun shade & projection etc. of specified strength using approved quality crushed stone & fine aggregate i/c formwork & its removal, compacting, vibrating, leveling, finishing and curing etc. but excluding the cost of MS reinforcement bars i/c cost of RCC design & lab tests. RCC works be designed & submitted well in time by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer icharge. 2 5 2 1 8 8 8 1 3 2 1 4 2 1 2 2 1 8 8
C-7
0.75 0.75 0.75 0.38 4.00 4.00 0.75 0.75 0.75 0.75 0.75 0.75 0.75 54.75 0.33 0.33 2.00 0.75 1.00
0.75 0.75 0.75 0.75 1.00 0.33 15.00 0.75 0.75 0.75 0.75 0.75 0.75 0.50 2.25 2.25 0.25 15.00 1.00 Total
= = = = = = = = = = = = = = = = = = = =
60.47 45.00 5.63 1.41 128.00 42.24 67.50 3.09 8.44 4.50 4.22 14.63 5.06 506.44 81.30 27.47 12.00 67.50 20.00 1104.89
Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft
P/F: in position mild steel, reinforcement bars of minimum 40000 PSI yield strength, of any size and diameter i/c straightening, bending, placing, binding in position and binding wire, spacer, wastage etc. Steel required for RCC works be designed & submitted well before by the contractor from approved designer or reputed structure designer. Complete in all respect as per specification and instruction of Engineer incharge. R.C.C 1:2:4 (item No.C-5)
C-8
53.75 16.00 5.00 5.00 4.00 4.00 0.75 5.50 5.00 4.00 7.50 6.50 4.50 18.50 54.75 18.50 24.00 0.75 2.50
1104.89
x
7.35/2204 = Total =
3.68 M.T 3.68 M.T
P/L: 1st class BB masonry in superstructure in any thickness of wall. Set in 1:6 cement sand mortar i/c racking out the joints where necessary, Scaffolding, making grooves and corners where required & curing etc. Complete as per specification and instruction of Engineer Incharge.
2 4 2 1
53.75 16.00 5.00 5.00
0.75 0.75 0.75 0.38
11.00 11.00 11.00 11.00 Total-A
= = = =
886.88 528.00 82.50 20.63 1518.01
Cft Cft Cft Cft Cft
1 4 1 3 2
6.00 5.00 4.00 3.50 2.50
0.75 0.75 0.75 0.75 0.75
5.50 5.50 8.50 7.00 7.00 Total D/d
= = = = = =
24.75 82.50 25.50 55.13 26.25 214.13
Cft Cft Cft Cft Cft Cft
Deduction
Net B.B
1518.01
( - )
214.13 =
1303.88 Cft
C-9
Earth filing: under floors with earth brought from out side approved source i/c all leads & lifts, filling in layers not more than 6" thick, consolidating upto specified density and to the satisfaction of Engineer incharge. 1 1 1
C-10
20.00 15.00 15.50
1.50 1.50 1.50 Total
= = = =
480.00 360.00 378.00 1218.00
Cft Cft Cft Cft
16.00 16.00 16.00
0.50 0.50 0.50 Total
= = = =
160.00 120.00 124.00 404.00
Cft Cft Cft Cft
P/L: mosaic floors consisting of 1½" thick PCC 1:2:4 divided into panels not morethan 3'x3' with 3/8" thick marble strip and 1/2" thick mosaic topping (1 part of grey cement & 3 parts of approved colour and size marble chips i/c curing, grinding, rubbing and polishing etc. Complete as per specification and instruction of Engineer incharge. 1 1 1 3 2 1
C-12
16.00 16.00 16.00
P/F: clean course sand under floors from an approved source i/c leveling, watering, compacting etc. Complete in all respect as per specification and instruction of Engineer incharge
1 1 1
C-11
20.00 15.00 15.75
20.00 15.00 15.75 3.50 2.50 4.00
16.00 16.00 16.00 0.75 0.75 0.75 Total
= = = = = = =
320.00 240.00 252.00 7.88 3.75 3.00 826.63
Sft Sft Sft Sft Sft Sft Sft
P/L: 3/8" thick terrazzo dado or skirting over 1/2" thick cement plaster in 1:3 ratio, (1 part of gray cement and three parts of approved colour and size marble chips i/c grinding, rubbing, curing and wax polishing etc. Complete as per specification and instruction of Engineer incharge. 1
20.00 Total
4.00 = =
80.00 Sft 80.00 Sft
C-13
P/A: 1/2" thick cement plaster on walls in 1:4 c/sand mortar i/c scaffolding, chamfering of edges, rounding the corners, making grooves and edges where required, P/F: of expended metal jali, 1/2"x1/2" size, 1' wide at all joints of RCC & bricks & curing etc. Complete as per specification and instruction of Engineer Incharge. 2 20.00 11.00 = 440.00 2 16.00 11.00 = 352.00 1 20.00 16.00 = 320.00 2 15.00 11.00 = 330.00 2 16.00 11.00 = 352.00 1 16.00 15.00 = 240.00 2 10.00 11.00 = 220.00 4 10.00 11.00 = 440.00 1 10.00 10.00 = 100.00 2 10.00 11.00 = 220.00 1 10.00 5.50 = 55.00 1 20.00 7.00 = 140.00 1 16.75 11.00 = 184.25 1 16.75 5.75 = 96.31 2 53.75 11.00 = 1182.50 2 17.50 11.00 = 385.00 Total-A 5057.06 Deduction 3.50 7.00 = 73.50 3 4.00 7.00 = 28.00 1 5.00 5.50 = 110.00 4 6.00 5.50 = 33.00 1 Total-B = 244.50 Net Plaster (A - B)
C-14
5057.06
244.50 =
Sft Sft Sft Sft Sft
4812.56 Sft
P/A: deep struck pointing in cement/surkhi mortar in 1:1 with approved colour i/c racking out the joints not less than 1/2" deep, saturating the surface, scaffolding & curing etc. Complete in all respect as per specification and instruction of Engineer incharge. 2 2
C-15
( - )
Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft
53.75 17.50
11.00 = 11.00 = Total =
1182.50 Sft 385.00 Sft 1567.50 Sft
P/F: of 1st class 1½" thick paneled door with 2½"x5" 16 gauge M.S Sheet chowkat i/c all hardware and iron mongry such as earl drawer, handle, tower bolt, holdfast, cleat and stopper with 1½" thick panel door of 18 gauge M.s Sheet, 2 coats of read oxide and 3 coats of synthetic enamel paint, filling of box with PCC 1:2:4. Complete in all respect as per specification and instruction of E/Incharge. 1 4.00 8.50 = 34.00 Sft 3 3.50 8.50 = 89.25 Sft 2 2.50 7.00 = 35.00 Sft 158.25 Sft Total =
C-16
P/F: 1½" thick glazed windows/csw with 4"x1½" & 1"x1" M.S pipe (18 gauge) chowkat and 2"x1½" M.S pipe (18 gauge) for shutters, fixed wire gauze and steel grill i/c all iron mongery & hardware such as hinges, holdfast, cleat & stopper, handles, tower bolts, 12x24 wire mesh Islamabad made, 5mm glass pan with rubber packing and 3 coats of S/E paint. Complete in all respect as per specification and instruction of Engineer incharge. 1 4 2
C-17
6.00 5.00 3.00
5.50 5.50 2.00 Total
= = = =
33.00 110.00 12.00 155.00
Sft Sft Sft Sft
P/A: 3 coats of distemper SPD of (Berger Robbialac) or equivalent) on walls or ceiling as per approved shade & quality i/c scraping of old surface, putty filling, cement repair where required & brining the surface to sparkling finish, complete as per instruction of Engineer incharge. As per item No.C-12 Total
= =
4812.56 Sft 4812.56 Sft
C-18 P/F: 4" dia CI rain water pipe i/c jointing, bends and clamps and 3 coats of synthetic enamel paint. complete in all respect as per specification and instruction of Engineer incharge. 5
x
15.00 =
75.00 Rft
C-19
S/F: of 1½" thick D/Wood joinery as in wire gauze door without chowkat i/c all iron mongery and hardware such as hinges, handle, holdfast, door spring and tower bolts etc. as approved, 12x24 wire mesh and 3 coats of S/E paint. Complete in all respect as per specification and instruction of E/Incharge. 1 4.00 8.50 = 34.00 Sft 1 3.50 8.50 = 29.75 Sft Total = 63.75 Sft
C-20
P/L: PCC 1:3:6 as in plinth protection, around the building over compacted earth or where required i/c framework, placing, curing, leveling, compacting and finishing etc. Complete in all respect as per specification and instruction of Engineer Incharge. 2 2
C-21
59.75 17.50
3.00 3.00 Total
0.33 = 0.33 = =
118.31 Cft 34.65 Cft 152.96 Cft
Total
16.00 = =
836.00 Sft 836.00 Sft
P/L: roof treatment consisting of:a) 2 coats of hot bitumen with sand blinding. b) 2 layers of approved polythene sheet. c) 4" thick compacted earth with proper slope. d) 1½" thick brick tiles in 1:6, grouting in 1:3 and flush pointing in 1:1 Complete as per specification and instruction of Engineer Incharge.
1
52.25
INTERNAL ELECTRIFICATION
E-1 Wiring of light or fan point from point to switch with 2x3/.029 Pakistan cable i/c sub circuit wiring with 7/.029 Pakistan cable, with all accessories such as PVC concealed conduit PPI switches (premier) fixed on plastic sheets & wooden box, ceiling rose and holder etc. Complete as per instruction of Engineer Incharge. 20 Nos E-2 Same as item # 01, but wiring with 2x7/.044+1x3/.029 for 3 pin 15 Amp. power plug i/c P/F: of 15 Amp. switch socket unit PPI (China clay base) fixed on wooden box on separate circuit. Complete as per instruction of Engineer Incharge. 5 Nos E-3 P/F: 4' long tube light (Asia/M. Inayatullah made) with starter, tube rod (Phillips) and choke. Complete as per specification and instruction of Engineer Incharge. 12 Nos E-4 P/F: of 56" sweep capacitor type ceiling fan with dimmer, (Pak Fan Delux) i/c suspension rod and canopy etc. Complete as per instruction of Engineer Incharge. 6 Nos E-5 Same as item # E-1, but wiring of 5 pin 5 Amp. light plug away from switch board i/c P/F: of PPI (premier) light plug i/c wiring with 7/.029 etc. Complete as per instruction of Engineer Incharge. 6 Nos E-6 Providing and Fixing of main board having:1 No E-7 P/Fixing: of 2 core 7/0.052 aluminum cable in PVC pipe of approved quality i/c connection from nearest source to main board.
E-8 P/Fixing: 12" Sweep (Pak) Exhaust fan with louver. Complete in all respect as per specification and instruction of Engineer incharge. 2 Nos. E-9 Earthing of main switch with 8 SWG copper wire, laid in 1/2" dia GI pipe from main switch to 2'x2' copper plate burried in 14 feet deep pit alongwith salt & charcoal mixture. Complete in all respect as per specification and instruction of Engineer incharge. 1 No.
WATER SUPPLY & SANITARY INSTALLATION
W-1
P/F: Asiatic type W C (ICI Boch) or equivalent) i/c "Master" Tanki, P/Trap, Stop Cock, Plastic Connection & Hockey Pipe etc. Complete as per specification and instruction of Engineer Incharge. 1 No.
W-2
P/F: ICL Boch wash hand basin large size i/c water mixer, stop cocks (Fisal or equivalent), C.P inlet pipe and pedestal. Complete in all respect as per specification and instruction of Engineer incharge. 1 No.
W-3
P/F: CP adjustable shower rose i/c stop cock and CP inlet pipe etc. Complete as per instruction of Engineer Incharge. 1 No.
W-4
P/F: Brass bib cock ½" dia screw down type Faisal or equivalent make. Complete as per instruction of Engineer Incharge. 2 Nos.
W-5
W-6
P/F: of soil, water, vent pipe of CI with plain socket i/c tee, bend, caulking the joints with cement, painting to pipe, making holes and repair to original shape. Complete in all respect. 4" dia CI pipe.
1
30.00 =
30.00 Rft
2" dia CI pipe.
1
18.00 =
18.00 Rft
S/L: jointing and testing of ½" dia GI pipe (IIL-L) i/c tees, bends, union, elbows, socket etc. Making hole and repair complete. 80.00 Rft
W-7
P/F: 3" floor trap of CI i/c CP grating, caulking the joints with cement and hole repair complete. 2 Nos.
W-8
Providing and Fixing of best quality 24" long towel rail. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge. 1 No.
W-9
Providing and Fixing of best quality Plastic soap dish. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge. 1 No.
W-10
Providing and Fixing of best quality Plastic paper holder. (Fiasal or equivalent of approved quality). Complete in all respect as per specification and instruction of Engineer incharge. 1 No.
