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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹24.2 LAccepted-AOC | ₹24.2 L | L-1 | Accepted-AOC L-1 Bidder |
| 2 | L-2₹26.8 L+₹2.6 L (10.7%)Rejected-Finance MOHALLA KASAKRA PO SULTANPUR DISTRICT TCH CHAMBA HP 176310 | CHAMBA | CHAMBA | HIMACHAL PRADESH | 176310 | ₹26.8 L+₹2.6 L (10.7%) | L-2 | Rejected-Finance NOT L-1 BIDDER |
| 3 | Rejected-Technical 402 SURYA SHARDA VILLA APARTMENT NEW PUNAI CHOUK NEW PUNAI CHOUK PATNA BIHAR 800023 | PATNA | BIHAR | 800023 | - | - | Rejected-Technical Technically Not Qualified |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | AJAJ MOHD L2 | rakesh L1 |
|---|---|---|---|---|---|
| 1.00 | 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 kind of Soil. | 317.63 | cum | 3,17,630 ₹3,17,630 | 47,962.13 ₹56,595.31 Lowest |
| 2.00 | 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 40 mm nominal size). | 337.66 | cum | 21,94,790 ₹21,94,790 | 17,59,883.92 ₹20,76,663.03 Lowest |
| 3.00 | Centering and Shuttering including propping etc and removal of form work for, Retaining wall, returns Wall, walls (any thickness) including attached pilasters buttresses, plingth and string courses fillets, kebs and steps etc. | 245.37 | sqm | 85,879.5 ₹85,879.5 Lowest | 88,087.83 ₹1,03,943.64 |
| 4.00 | Providing and filling of Stone boulder behind Wall. | 102.85 | cum | 11,313.5 ₹11,313.5 Lowest | 1,18,277.5 ₹1,39,567.45 |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 72.6 | cum | 43,560 ₹43,560 | 12,705 ₹14,991.9 Lowest |
| 6.00 | Providing and fixing wheep hole using U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110. | 127.5 | Meter | 17,212.5 ₹17,212.5 Lowest | 22,057.5 ₹26,027.85 |
| 7.00 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm). | 48.03 | sqm | 9,607 ₹9,607 | 2,545.86 ₹3,004.11 Lowest |
Tender Value
₹24.2 L
EMD Value
₹48,000
Closing Date
31 Jan 2026, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Goli Road R Wall near rain shelter on Dam Goli Road 154A RD 0 905KM to RD 0 928 KM.
2026_NHPC_894143_1
NH/CPS-1/PnC/W-1592/2025-26/ 453 Dated 15/01/2026
Open Tender
Civil Works - Others
Works
60 days
Chamera Power Station-1
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LIMITED
₹48,000
Yes
11 Jun 2026
16 Jan 2026
3 Feb 2026
16 Jan 2026
31 Jan 2026
16 Jan 2026
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 kind of Soil.
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 40 mm nominal size).
Centering and Shuttering including propping etc and removal of form work for, Retaining wall, returns Wall, walls (any thickness) including attached pilasters buttresses, plingth and string courses fillets, kebs and steps etc.
Providing and filling of Stone boulder behind Wall.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and fixing wheep hole using U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110.
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm).
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