Haryana Urban Development Authority Tender
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Haryana Urban Development Authority - HUDA Tender
Civil And Construction
Eprocure
Opening Date14 Feb 2025
Closing Date20 Feb 2025
Tender Amount₹ 1,68,711
Costs
EMD
₹ 3,380Document Cost
₹ 250Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2025_HBC_428869_1Tender No
202562F5B767 52CF 4122 9C59 D02A1F96136F239HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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BOQ Items
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[20.10.3]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 3. 150 mm i/d
2
5818
11636
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[20.10.5]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 5. 250 mm i/d
2
15892
31784
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[20.57]Providing and packing asbestos gland packing of best quality in pumps and sluice valves etc. complete in all respects to the satisfaction of Engineer-in- Charge
1.5
477
715.5
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[20.63.2]`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.
` 2. 150 mm i/d
15
1373
20595
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[20.63.3]`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.
` 3. 200 mm i/d
24
1865
44760
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[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix)
4.8
1287
6177.6
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[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. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
4.8
3975
19080
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