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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAdmitted-Finance | ₹16.4 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Techno-Commercially Non- Responsive |
| 3 | Rejected-Technical B 326 BURARI NORTH DELHI DELHI 110084 | CENTRAL | DELHI | 110084 | - | - | Rejected-Technical Techno-Commercially Non-Responsive |
| Sl No | Description | Qty | Unit | Prashant Saurabh 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. All kinds of soil | 15.93 | Cum | 124.25 ₹1,979.30 |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 12.6 | Cum | 1,704 ₹21,470.40 |
| 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 (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 12.6 | Cum | 5,446.21 ₹68,622.25 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.81 | Cum | 5,025.12 ₹14,120.59 |
| 5.00 | 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 derived from natural sources) | 4.66 | Cum | 6,332 ₹29,507.12 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars | 196.63 | Kg | 75.5 ₹14,845.57 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 17.84 | Sqm | 313.72 ₹5,596.76 |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 3.23 | Cum | 7,008 ₹22,635.84 |
| 9.00 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 38.84 | Sqm | 260.27 ₹10,108.89 |
| 10.00 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9litre/10 sqm) | 82.04 | Sqm | 128.31 ₹10,526.55 |
Tender Value
Refer Docs
EMD Value
₹43,000
Closing Date
7 May 2026, 11:30 amClosed
Group Senior Manager (Contracts)
Procurement- Contract Divison, Tanakpur Power Station, Banbassa, Champawat, UK-262310
Renovation of Main Entrance Gate at Tanakpur power Station Banbasa
2026_NHPC_905377_1
NH/TPS/PnC/NIT/2026/E 148947 /1154/36 dt 15/04/2026
Open Tender
Civil Works
90 days
NHPC Ltd. Tanakpur Power Station, Banbasa
As per Tender documents
5 documents required · 5 mandatory
₹590
NHPC Ltd. Tanakpur Power Station
₹43,000
Yes
4 Jun 2026
16 Apr 2026
11 May 2026
16 Apr 2026
7 May 2026
16 Apr 2026
16 Apr 2026 - 26 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. All kinds of soil | - | Cum | - | - | item1 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - | item2 |
| 3 | 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 (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | item3 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | item4 |
| 5 | 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 derived from natural sources) | - | Cum | - | - | item5 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars | - | Kg | - | - | item6 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | - | Sqm | - | - | item7 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - | item8 |
| 9 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | - | Sqm | - | - | item9 |
| 10 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9litre/10 sqm) | - | Sqm | - | - | item10 |
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