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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Finance | ₹12.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.3 LAdmitted-Finance | ₹12.3 L | L2 | Admitted-Finance |
| 3 | L3₹12.3 LAdmitted-Finance | ₹12.3 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | RASDR Construction LLP L2 | JAI MAA DURGA CONSTRUCTION COMPANY L3 | TANPUSH CONSTRUCTION LLP 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 of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kind of Soil. | 138 | Cum | 22,770 ₹26,868.60 | 44,574 ₹44,574 | 21,390 ₹25,240.20 |
| 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). | 164.18 | Cum | 8,94,781 ₹10.6 L | 9,85,080 ₹9.9 L | 8,91,661.58 ₹10.5 L |
| 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, plinth and string courses fillets, kebs and steps etc. | 167.26 | Sqm | 27,598.73 ₹32,566.50 | 66,906 ₹66,906 | 28,602.32 ₹33,750.73 |
| 4.00 | Providing and filling of Stone boulder behind Wall. | 76.59 | Cum | 57,442.5 ₹67,782.15 | 84,249 ₹84,249 | 59,050.89 ₹69,680.05 |
| 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. | 39.12 | Cum | 14,670 ₹17,310.60 | 31,296 ₹31,296 | 14,513.52 ₹17,125.95 |
| 6.00 | Providing and fixing wheep hole using U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110. | 80 | RM | 21,760 ₹25,676.80 | 20,000 ₹20,000 | 21,680 ₹25,582.40 |
| 7.00 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm). | 27.75 | Sqm | 1,471.02 ₹1,735.80 | 2,497.95 ₹2,497.95 | 1,415.51 ₹1,670.30 |
Updated dates
Tender Value
₹12.4 L
EMD Value
₹25,000
Closing Date
29 Dec 2025, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Before Road Tunnel on TPH Road (Restoration of R-Wall near before road tunnel on TPH Road).
2025_NHPC_888795_1
NH/CPS-1/PnC/W-1578/2025-26/ 393 Dated 06/12/2025
Open Tender
Civil Works
60 days
Chamera Power Station-1
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LIMITED
₹25,000
Yes
16 Feb 2026
6 Dec 2025
31 Dec 2025
6 Dec 2025
29 Dec 2025
6 Dec 2025
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 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, plinth 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.
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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