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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAdmitted-Finance | ₹34.9 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualfied |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| Sl No | Description | Qty | Unit | Prashant Saurabh 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 17.67 | Cum | 290 ₹5,124.3 Lowest |
| 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 - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.63 | Cum | 7,500 ₹27,225 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) | 2.68 | Cum | 8,500 ₹22,780 Lowest |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 1.9 | Cum | 9,600 ₹18,240 Lowest |
| 5.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.11 | Cum | 11,500 ₹12,765 Lowest |
| 6.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources. | 3.46 | Cum | 12,220 ₹42,281.2 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :-
7(A) :- Columns, Pillars, Piers, Abutments, Posts and Struts | 35.34 | Sqm | 1,020 ₹36,046.8 Lowest |
| 8.00 | 7(B) Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 11.69 | Sqm | 800 ₹9,352 Lowest |
| 9.00 | 7(C) Suspended floors, roofs, landings, balconies and access platform | 20.57 | Sqm | 1,020 ₹20,981.4 Lowest |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or
more. | 452.95 | Kg | 150 ₹67,942.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹63,000
Closing Date
29 Jun 2026, 11:30 amClosed
Group Senior Manager (Contracts)
Procurement- Contract Divison, Tanakpur Power Station, Banbassa, Champawat, UK-262310
Construction of new borewell and pump house in the power house complex of Tanakpur Power Station to improve the performance of the cooling system
2026_NHPC_911858_1
NH/TPS/PnC/NIT/2026/E159864 /1164/130 dt 06/06/2026
Open Tender
Civil Works
Works
90 days
NHPC Ltd. Tanakpur Power Station, Banbasa
As per Tender Documents
5 documents required · 5 mandatory
₹590
NHPC Ltd. Tanakpur Power Station
₹63,000
Yes
26 Aug 2026
8 Jun 2026
2 Jul 2026
8 Jun 2026
29 Jun 2026
8 Jun 2026
8 Jun 2026 - 18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 17.67 | Cum | - | - |
| 2 | Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.63 | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) | 2.68 | Cum | - | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 1.9 | Cum | - | - |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.11 | Cum | - | - |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources. | 3.46 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :-
7(A) :- Columns, Pillars, Piers, Abutments, Posts and Struts | 35.34 | Sqm | - | - |
| 8 | 7(B) Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 11.69 | Sqm | - | - |
| 9 | 7(C) Suspended floors, roofs, landings, balconies and access platform | 20.57 | Sqm | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or
more. | 452.95 | Kg | - | - |
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