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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance E 159 AJAY KUMAR VISHWAS PARK UTTAM NAGAR WEST DELHI DELHI 110059 UDYAM DL 10 0042709 | WEST DELHI | DELHI | 110059 | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.2 CrAdmitted-Finance VILLAGE POST SURANGANI TEHSIL SALOONI DISTT CHAMBA HIMACHAL PRADESH 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | ₹1.2 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 5 | Not Admitted-Fee/PreQual/Technical KHUSHNAGRI TEHSIL CHURAH DISTT CHAMBA H P 176316 | CHAMBA | HIMACHAL PRADESH | 176316 | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | ajay kumar L2 | Sahab Singh Thakur L3 | M/S aastha constraction company 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 10sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kind of Soil. | 830.34 | Cum | 1,12,095.9 ₹1.3 L | 1,12,926.24 ₹1.3 L | 1,07,944.2 ₹1.3 L |
| 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 :1:3:6(1 Cement :3 coarse sand: 6 graded stone aggregate ) 40 mm nominal size). | 1,741.18 | Cum | 87,92,959 ₹1.0 Cr | 88,80,018 ₹1.0 Cr | 86,18,841 ₹1.0 Cr |
| 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. | 1,100.28 | Sqm | 3,96,100.8 ₹4.7 L | 4,40,112 ₹5.2 L | 3,85,098 ₹4.5 L |
| 4.00 | Providing and filling of Stone boulder behind Wall. | 316.32 | Cum | 3,79,584 ₹4.5 L | 3,84,645.12 ₹4.5 L | 4,11,216 ₹4.9 L |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 237.24 | Cum | 30,841.2 ₹36,392.62 | 31,078.44 ₹36,672.56 | 27,282.6 ₹32,193.47 |
| 6.00 | Providing and fixing wheep hole using U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110. | 906.4 | RM | 1,26,896 ₹1.5 L | 1,23,270.4 ₹1.5 L | 1,35,960 ₹1.6 L |
Updated dates
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
9 Feb 2026, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Dhai Nala (Right Bank) Approach Road Breast Wall on TPH Road.
2026_NHPC_893035_1
NH/CPS-1/PnC/W-1586/2025-26/ 445 Dated 08/01/2026
Open Tender
Civil Works - Roads
60 days
Chamera Power Station-1
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
NHPC LIMITED
₹2.2 L
Yes
28 Feb 2026
8 Jan 2026
11 Feb 2026
8 Jan 2026
9 Feb 2026
8 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 10sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5 m, asdirected 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 :1:3:6(1 Cement :3 coarse sand: 6 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 20cm 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.
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