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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Finance GOVT CONTRACTOR DISTT CHAMBA HP 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹10.0 L | L1 | Admitted-Finance |
| 2 | L2₹13.1 LAdmitted-Finance | ₹13.1 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | TANPUSH CONSTRUCTION LLP L2 | narender kumar L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. All kinds of soil. | 98.28 | Cum | 29,484 ₹34,791.12 | 15,626.52 ₹15,626.52 |
| 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). | 136.4 | Cum | 9,27,520 ₹10.9 L | 8,45,680 ₹8.5 L |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 117.85 | Sqm | 51,264.75 ₹60,492.41 | 45,843.65 ₹45,843.65 |
| 4.00 | Providing and filling of Stone boulder behind Wall. | 54.6 | Cum | 66,775.8 ₹78,795.44 | 60,060 ₹60,060 |
| 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. | 37.7 | Cum | 25,108.2 ₹29,627.68 | 18,850 ₹18,850 |
| 6.00 | Providing and Fixing U-PVC pipes (working pressure 4 kg/cm2) Single socketed pipe 110 mm dia weep holes. | 72.9 | Meter | 6,196.5 ₹7,311.87 | 12,320.1 ₹12,320.10 |
| 7.00 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). | 26.59 | Sqm | 1,993.88 ₹2,352.77 | 1,621.69 ₹1,621.69 |
Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
5 Dec 2025, 6:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Restoration of damaged Retaining Wall Near Jandreda (Right Bank of River) in Dam- Khairi Road.
2025_NHPC_886179_1
NH/CPS-1/PnC/W-1572/2025-26/ 385 Dated 19/11/2025
Open Tender
Civil Works - Roads
60 days
Chamera Power Station-1
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LIMITED
₹20,000
Yes
20 Mar 2026
19 Nov 2025
8 Dec 2025
19 Nov 2025
5 Dec 2025
19 Nov 2025
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. All kinds 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 strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs 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 U-PVC pipes (working pressure 4 kg/cm2) Single socketed pipe 110 mm dia weep holes.
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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