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Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone No. 04, Manesar, Under Mcm Area Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone N, manesar-Haryana

Urban Local Bodies has published Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone No. 04, Manesar, Under Mcm Area Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone N. Submission Date for this Tender is 22-03-2022. Pipe Laying Tenders in manesar Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

31507294
Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone No. 04, Manesar, Under Mcm Area Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone N
Open Tender
Indian
Haryana
manesar
22-03-2022

Tender Details

Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone No. 04, Manesar, Under Mcm Area Estimate For Providing And Laying Water Supply Distribution Pipe Line, In Village Bhangrola Part 1, Zone No. 04, Manesar, Under Mcm Area

Key Value

Document Fees
INR 15000 /-
EMD
INR 438240.0 /-
Tender Value
INR 2.19 Crore /-

BOQ Items

Name of Work:ESTIMATE FOR PROVIDING AND LAYING WATER SUPPLY DISTRIBUTION PIPE LINE, IN VILLAGE BHANGROLA PART 1, ZONE NO. 04, MANESAR, UNDER MCM AREA
Sl. No. Item Description
1FIXINGOFC.I.VALVESHYDRANTSExtraforfixingsluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works :- 100 mm i/d
2FIXINGOFC.I.VALVESHYDRANTSExtraforfixingsluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works :- 150 mm i/d
3Dismantling of IPB by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 m as per technical specification clause 202.3
4Providing, lowering, laying in trenches, aligning, fixing in position andjointingatalllevel/depthsDuctileIron(DI)standardspecials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends,tapers,capsetc.withintrenchesinDIpipelinecomplete includingallmaterial,labour,testingandcommissioningalong with pipe line as per Technical Specifications and as per direction of Engineer :- Up to 300mm dia
5Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge.
6Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S 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 :- 150 mm i/d
7Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS: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.
8Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming watering etc. stacking serviceable material for measurement and disposal of unserviceable material as directed ,within a lead of 50m:-Ordinary rock :-Pipes, cables etc. exceeding 80 mm meter dia but not exceeding 300 mm dia
9Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. : Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix)
10Provision For Making house connection of Water supply damaged during Excavation (Detail Attach)
11Supplying and fixing Outdoor Fire Hydrant Valve hydrostatic test pressure of 8.0 kg/sqcm Start-up of jockey pump IS : 3844 – 1989 with cast iron wheel ISI marked, conforming to IS:5290 :1983 type"A" with 80 mm dia flanged inlet,150 % of rated discharge @ 65 % of rated head with ABS cap and chain complete with all accessories etc. as required.
12Provisionforproviding&fixingwatersupplyconnectionFrom 300mmExistingwatersupplypipelinecompleteinall respects(detail attach)
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