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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.3 LAccepted-AOC 3341 OLD S S B I BUILDING VPO SAINJ TEHSIL SAINJ DISTRICT KULLU HP 175134 | SAINJ | KULLU | HIMACHAL PRADESH | 175134 | ₹73.3 L | L1 | Accepted-AOC Awarded to L1 Bidder |
| 2 | L2₹74.9 L+₹1.6 L (2.12%)Rejected-Finance | ₹74.9 L+₹1.6 L (2.12%) | L2 | Rejected-Finance L2 |
| 3 | L3₹91.0 L+₹17.7 L (24.1%)Rejected-Finance C O PRAKRAM SINGH VPO GEHRA TEH AND DISTT CHAMBA HP 176324 | GEHRA | CHAMBA | HIMACHAL PRADESH | 176324 | ₹91.0 L+₹17.7 L (24.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹97.5 L+₹24.2 L (33.0%)Rejected-Finance B 326 BURARI NORTH DELHI DELHI 110084 | CENTRAL | DELHI | 110084 | ₹97.5 L+₹24.2 L (33.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹99.4 L+₹26.1 L (35.6%)Rejected-Finance | ₹99.4 L+₹26.1 L (35.6%) | L5 | Rejected-Finance L5 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
26 May 2026, 2:00 pmClosed
DGM (Civil) PNC
Chamera - III Power Station, Karian, Chamba (HP)
Construction of PCC retaining wall in place of damaged retaining wall on Adit-VI Road
2026_NHPC_907190_1
NH/CPS- III/PNC/16147/2026-27/35
Open Tender
Civil Works - Others
Works
180 days
Chamera-III PS
As per NIT
8 documents required · 8 mandatory
₹1,180
GM NHPC
₹2.2 L
Yes
27 Aug 2026
5 May 2026
28 May 2026
5 May 2026
26 May 2026
5 May 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. | - | cum | - | - |
| 2 | Providing and fixing rock anchor 25 mm dia 3 to 5 m long into rock/ concrete including drilling the holes and grouting complete as per direction of EIC | - | Rm | - | - |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.- Thermo-Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | cum | 1 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | cum | 1 | ₹1 |
| 6 | Providing 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, (i) Single socketed pipes. | - | sqm | 1 | - |
| 7 | Excavating , Suppling and filling of local earth (including loyalty) by mechnical transport up to a lead of 5KM also including ramming and watering of the earth in layers not exceeding 20 cm in trenchs plinth, sides of foundation etc complete.
Includes Following notes:
Note# 1 Deduct for not rolling with power roller of minimum 8 Tonne for Banking excavated earth in layers not exceeding 20 cm in depth.
Note# 2 Deduct for not watering the excavated earth for banking. | - | m | 1 | - |
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