Haryana Urban Development Authority Tender
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Costs
EMD
₹ 1,84,420Document Cost
₹ 2,000Tender Fee
₹ 1,180
Summary
Rough Cost Estimate For Providing And Laying Of 400mm I/d Di Water Supply Pipe Line For Sector-27a, Urban Estate, Rohtak.
Description
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Contact
Tender Id
2024_HBC_417169_1Tender No
20240307E775 FC1D 4207 B202 457088DF0601267HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
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20.10.8) Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works
400 mm i/d
2
41927
83854
... More
4.16.1.3) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
1860
86
159960
... More
6.1.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
32
3975
127200
... More
6.1.7) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
3.5
2192
7672
... More
4.14.1) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
34.99
83
2904.17
... More
7.20.1) Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
12
4287
51444
... More
6.1.2) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
0.84
3476
2933.74
... More
6.8.1) Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
50 mm thick
8
178
1424
... More
11.11.2) 12 mm cement plaster finished with a floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand) Sqm
10
135
1350
... More
6.33.3) Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level
Cold twisted bars
27
68
1836
... More
20.63.7) Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately.
400 mm i/d
1860
4505
8379300
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