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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.5 LAdmitted-Finance | ₹21.5 L | L1 | Admitted-Finance |
| 2 | L2₹21.7 LAdmitted-Finance BAIRA SIUL POWER STATION CONTRACT DIVISION SURANGANI DISTT CHAMBA HP 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | ₹21.7 L | L2 | Admitted-Finance |
| 3 | L3₹23.5 LAdmitted-Finance CAMP OFFICE POST KHERI TEHSIL DALHOUSIE DISTRICT CHAMBA HIMACHAL PRADESH 176325 | CHAMBA | HIMACHAL PRADESH | 176325 | ₹23.5 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Bhalei Construction L3 | KAMAL KUMAR L2 | Gargesh Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 205.51 | Cum | 47,061.79 ₹55,532.91 | 29,593.44 ₹34,920.26 | 27,743.85 ₹32,737.74 |
| 2.00 | 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. | 255.7 | Sqm | 50,884.3 ₹60,043.47 | 1,00,745.8 ₹1.2 L | 99,723 ₹1.2 L |
| 3.00 | 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). | 309.7 | Cum | 18,26,920.3 ₹21.6 L | 16,17,872.8 ₹19.1 L | 16,13,537 ₹19.0 L |
| 4.00 | Providing and Fixing U-PVC Pipe (Working pressure 4Kg/cm2) Single Socketed pipe 110 mm dia for Weep holes. | 191.9 | RM | 24,755.1 ₹29,211.02 | 35,309.6 ₹41,665.33 | 34,542 ₹40,759.56 |
| 5.00 | Providing and filling of Stone boulder behind Wall | 40.99 | Cum | 38,899.51 ₹45,901.42 | 48,983.05 ₹57,800 | 47,958.3 ₹56,590.79 |
| 6.00 | 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. | 9.08 | Cum | 4,984.92 ₹5,882.21 | 1,216.72 ₹1,435.73 | 1,044.2 ₹1,232.16 |
| 7.00 | Finishing walls with water proofing cement paint of required
shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm) | 19.11 | Sqm | 936.39 ₹1,104.94 | 1,414.14 ₹1,668.69 | 1,337.7 ₹1,578.49 |
Updated dates
Tender Value
₹21.6 L
EMD Value
₹43,000
Closing Date
2 Apr 2026, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325
Restoration of Damaged Retaining Wall at RD 12/514KM to RD 12/521.5 KM, RD 12/525 to RD 12/533.50KM and RD 12/535.5Km to RD 12/545Km at Dam Khairi Road.
2026_NHPC_901334_1
NH/CPS-1/PnC/W-1552/2025-26/ 530 Dated 05/03/2026
Open Tender
Civil Works - Roads
60 days
Chamera Power Station-1, Khairi, Distt-Chamba (HP)
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LIMITED
₹43,000
Yes
23 May 2026
5 Mar 2026
6 Apr 2026
5 Mar 2026
2 Apr 2026
5 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
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 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).
Providing and Fixing U-PVC Pipe (Working pressure 4Kg/cm2) Single Socketed pipe 110 mm dia for Weep holes.
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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