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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical VILLAGE BHARKA PARAGANA POST SAHAYAL SAHAYAL AURAIYA UTTAR PRADESH 206244 | AURAIYA | UTTAR PRADESH | 206244 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 201 DDA LOCAL SHOPPING CENTRE BLOCK VIKASPURI NEW DELHI 110018 | NEW DELHI | WEST DELHI | DELHI | 110018 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical 102 1ST FLOOR HARSHA SHOPPING COMPLEX GAZIPUR DELHI 110096 | DELHI | EAST DELHI | DELHI | 110096 | Admitted-Fee/PreQual/Technical |
| 5 | Not Admitted-Fee/PreQual/Technical GURGAON HARYANA 122002 UDYAM HR 05 0027927 | GURUGRAM | HARYANA | 122002 | Not Admitted-Fee/PreQual/Technical Others-Tender fees, EMD and offline document not submitted |
Tender Value
₹26.7 L
EMD Value
₹53,000
Closing Date
4 May 2026, 6:55 pmClosed
DGM(PCS)
O/O DGM (PCS),Dhauliganga Power Stn.,Tapovan
Repair and Maintenance of 200 KLD STP (Sewerage treatment plant) at Nigalpani Township, DGPS, Dharchula
2026_NHPC_903391_1
NH/DG/CONTRACT/1085/25-26/103 Dated23/03/2026
Open Tender
Civil Works
Works
90 days
Dhauliganga Power station, Dharchula Pithoragarh
As per tender document
7 documents required · 7 mandatory
₹590
NHPC Limited
₹53,000
Yes
22 Apr 2026
23 Mar 2026
13 May 2026
23 Mar 2026
4 May 2026
23 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage For vertical surface two coats @ 0.70 kg per sqm per coat | |||||
| 2 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm. | 1 | SQM | - | - |
| 3Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. Complete On concrete work | |||||
| 4Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | |||||
| 512 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) | |||||
| 6Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,110 mm diameter | |||||
| 7Providing and fixing on wall face unplasticised Rigid PVC moulded fitting /accessories for unplasticised rigid PVC rain water pipes conforming to IS:13592 type A, including jointing with seal water pipes conforming to IS5382, leaving 10mm gap for thermal expansion. Single Pushfit Coupler 110mm | |||||
| 8Providing and fixing on wall face unplasticised Rigid PVC moulded fitting /accessories for unplasticised rigid PVC rain water pipes conforming to IS:13592 type A, including jointing with seal water pipes conforming to IS5382, leaving 10mm gap for thermal expansion. Bend 87.5° 110 mm bend | |||||
| 9Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | |||||
| 10Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. | |||||
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