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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.2 LAccepted-AOC 12 MILE STONE MOHAN COMPLEX BEHIND D S DOORS COMPANY SECTOR 37 FARIDABAD HARYANA 121003 | FARIDABAD | FARIDABAD | HARYANA | 121003 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹7.2 L+₹2.0 L (38.1%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | Rejected-Technical GALI NO 1 H NO 7 POWER HOUSE COLONY PALLA NO 3 FARIDABAD HARYANA 121003 | FARIDABAD | HARYANA | 121003 | - | Rejected-Technical Not submitted EMD in any form |
Tender Value
₹7.8 L
EMD Value
₹16,000
Closing Date
16 May 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
General Manager (Civil Contract-IV), NHPC Ltd
Room No. 220, Contracts Civil Division, Second Floor, Jyoti Sadan (Old Building), Corporate Office, NHPC Limited Sector-33 Faridabad Haryana-121003
Maintenance and Cleaning of Rain Harvesting Pits for year 2025 in NHPC office Complex, Sector-33, Faridabad
2025_NHPC_857666_1
NH/CCW/CC-IV/CO387/PR No PR10024/425
Open Tender
Civil Works - Others
Works
60 days
NHPC office Complex, Sector-33
As per Tender Document
8 documents required · 8 mandatory
₹500
NHPC
₹16,000
Yes
10 Jul 2025
25 Apr 2025
20 May 2025
25 Apr 2025
16 May 2025
26 Apr 2025
Amount
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation upto plinth level Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Neat cement Punning
Centering and shuttering including strutting, propping etc. and removal of form for all height : Suspended floors, roofs, landings, balconies and access platform
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. hermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge
Manual lifting of filter media from rain water harvesting pit and screening / cleaning of stone boulder size range 5 cm to 20 cm and , refilling up to 500 mm depth, spreading & leveling stone boulders in recharge pit in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge including disposal of unservicable materials up to 50mts lead.(Quantity shall be measured as quantity of manual lifting volume).
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
M/s Ganpati Constructions (BID ID -3215865)
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techsummary_901979.pdf
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finance_901979.pdf
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finsummary_901979.pdf
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