Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | ₹16.4 L | L1 | Accepted-AOC L-1 |
| 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 ₹1,979.3 Lowest |
| 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 ₹21,470.4 Lowest |
| 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 Lowest |
| 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 Lowest |
| 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 Lowest |
| 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 Lowest |
| 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 Lowest |
| 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 Lowest |
| 9.00 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 38.84 | Sqm | 260.27 ₹10,108.89 Lowest |
| 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 Lowest |
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
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
5 Aug 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 |
|---|---|---|---|---|---|
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | - | Sqm | - | - |
| 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 | - | - |
| 9 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | - | Sqm | - | - |
| 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 | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 4.84 MB
CPP-Tender-1154.pdf
Tender Documents • 2.21 MB
BOQ_951641.xls
BOQ • 0.26 MB
corr-I.pdf
PDF • 2.46 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].