National Hydrology Project Tender
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Costs
EMD
₹ 36,00,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_WBIRR_179949_1Bid Award Id
ViewTender No
HRY/ATAL JAL/21-22/Alluvium Hard Rock andCombinedTender Authority
National Hydrology Project ViewPurchaser Address
-Website
http://http://nhp.mowr.gov.in/HomeNew/NHPIndexnew.aspx
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Documents
BOQ Items
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300 mm dia
52643
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, beyond 90 metre &up to 150 metre depth below ground level.
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300 mm dia
3530
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Electrical borehole logging using 406mm and 1626mm (16" and 64"), SP resistivity probe, preparation of composite log(resistivity, SP, and lithological log) preparation of lithologs, submission of report including zone wise water quality along with logging graphs, composite log etc and to the satisfaction and direction of Engineer-in-charge.
243
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, and to the satisfaction and direction of Engineer-in-charge.
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100 mm nominal size dia having minimum wall thickness 5.00 mm
19188
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150 mm nominal size dia having minimum wall thickness 5.00 mm
34773
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths,and to the satisfaction and direction of Engineer-in-charge.
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100 mm nominal size dia (235 Wells)
2132
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150 mm nominal size dia (8 Wells)
80
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
1369
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I), complete in all respect and to the satisfaction and direction of Engineer-in-charge
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100 mm dia
235
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150 mm dia
8
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Development of tube well using compressor including the cost of all consumable stores, fuel, oil, compressors, pumps and machinery etc and to the satisfaction and direction of Engineer-in-charge. (3 hrs each well) for 243 wells
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450cfm x 250 psi
729
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Development of tube well with pump of suitable rating to full satisfaction and as per directed by the Engineer-in-charge (5 hours each) for 8 wells
40
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Drilling in hard rock formation of size 125 mm dia, but not less than 115 mm upto desired depth as naked bore hole, complete in all respect and to the satisfaction and direction of Engineer-in-charge
22702
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, complete in all respect and to the satisfaction and direction of Engineer-in-charge
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100 mm dia
235
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150 mm dia
640
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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete in all respect and to the satisfaction and direction of Engineer-in-charge
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100 mm dia clamp
235
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150 mm dia clamp
640
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Testing of well (SDT), 4 hours each well(need based as per site condition), complete in all respect and to the satisfaction and direction of Engineer-in-charge
80
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Testing of well (APT), 16 hours each well (need based as per site condition), complete in all respect and to the satisfaction and direction of Engineer-in-charge
320
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Collection of 2 nos. water samples of 1 litre each for each piezometer and submission of chemical analysis report. The samples should be collected in laboratory approved sample bottles (cylindrical-semi-transparent with measures), complete in all respect and to the satisfaction and direction of Engineer-in-charge
875
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Construction of concrete platform, complete in all respect as per technical specification and to the satisfaction and direction of Engineer-in-charge.
875
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Supply and installation of protection box, complete in all respect as per technical specification and to the satisfaction and direction of Engineer-in-charge.
875
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Supply and installation of Display board, complete in all respect as per technical specification and to the satisfaction and direction of Engineer-in-charge.
875
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Preparation and submission of reports (BDR), complete in all respect and to the satisfaction and direction of Engineer-in-charge
875
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