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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAdmitted-Finance | ₹32.3 L | L1 | Admitted-Finance |
| 2 | L2₹32.6 LAdmitted-Finance CHAMBA HIMACHAL PRADESH 176317 INDIA | CHAMBA | HIMACHAL PRADESH | 176317 | ₹32.6 L | L2 | Admitted-Finance |
| 3 | L3₹37.5 LAdmitted-Finance 20 S O RAM NATH VILLAGE RAJNI TEHSIL SALOONI DISTT CHAMBA BAGGI KHAIRI CHAMBA HIMACHAL PRADESH 176325 UDYAM HP 02 0000604 | CHAMBA | HIMACHAL PRADESH | 176325 | ₹37.5 L | L3 | Admitted-Finance |
| 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 | Mukesh Kumar Thakur L1 | Narain Singh Thakur L2 | ROSHAN LAL THAKUR L3 |
|---|---|---|---|---|---|---|
| 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. | 409 | Cum | 46,626 ₹55,018.68 | 49,080 ₹57,914.40 | 73,620 ₹86,871.60 |
| 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). | 440.57 | Cum | 23,30,615.3 ₹27.5 L | 23,35,021 ₹27.6 L | 28,63,705 ₹33.8 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, plingth and string courses fillets, kebs and steps etc. | 429.49 | Sqm | 1,54,616.4 ₹1.8 L | 1,56,763.85 ₹1.8 L | 94,487.8 ₹1.1 L |
| 4.00 | Providing and filling of Stone boulder behind Wall. | 146.59 | Cum | 1,61,981.95 ₹1.9 L | 1,69,311.45 ₹2.0 L | 65,965.5 ₹77,839.29 |
| 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. | 72.52 | Cum | 7,977.2 ₹9,413.10 | 10,152.8 ₹11,980.30 | 10,878 ₹12,836.04 |
| 6.00 | Providing and fixing wheep hole using U-PVC pipes (working pressure 4 kg/cm²) Single socketed pipe 110. | 232.6 | RM | 33,494.4 ₹39,523.39 | 36,053 ₹42,542.54 | 51,172 ₹60,382.96 |
| 7.00 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm). | 60.19 | Sqm | 3,310.45 ₹3,906.33 | 3,370.64 ₹3,977.36 | 15,047.5 ₹17,756.05 |
Tender Value
₹32.3 L
EMD Value
₹65,000
Closing Date
9 Feb 2026, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Between Jandarera and Simni R-Wall on TPH Road Restoration of Damaged Retaining Walls at CPS-1.
2026_NHPC_894606_1
NH/CPS-1/PnC/W-1590/2025-26/ 461 Dated 19/01/2026
Open Tender
Civil Works
90 days
Chamera Power Station-1
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LIMITED
₹65,000
Yes
13 Mar 2026
19 Jan 2026
13 Feb 2026
19 Jan 2026
9 Feb 2026
19 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 :1:2:4(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 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.
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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