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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.7 LAdmitted-Finance | ₹93.7 L | L1 | Admitted-Finance |
| 2 | L2₹96.7 LAdmitted-Finance | ₹96.7 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Techno-Commercially Non-Responsive |
| Sl No | Description | Qty | Unit | M/S PURNAGIRI CONSTRUCTION CO. PVT. LTD. L1 | R K CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction. | 2,000 | Cum | 360 ₹7.2 L | 395 ₹7.9 L |
| 2.00 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 1,350 | Hour | 420 ₹5.7 L | 390 ₹5.3 L |
| 3.00 | Laying of LDPE film (250micron, 5.80m wide *50m long) confirming to IC 2508 revised 1984 or its latest amendments, with the help of Bamboos on the side slopes of ring band in submerged area including cost of all materials. | 600 | sqm | 70 ₹42,000 | 318 ₹1.9 L |
| 4.00 | Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work. | 11,244 | nos | 20 ₹2.2 L | 18 ₹2.0 L |
| 5.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 2,710 | Cum | 2,500 ₹67.8 L | 2,585 ₹70.1 L |
| 6.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix (1:2.5:5) | 114.56 | Cum | 9,100 ₹10.4 L | 8,315 ₹9.5 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
2 Mar 2026, 11:30 amClosed
Group Senior Manager (Contracts)
Procurement- Contract Divison, Tanakpur Power Station, Banbassa , Champawat, UK-262310
Repair and restoration of Spur at RD (Plus) (Minus) 3900 m along the right bank of Sharda River at Tanakpur Power Station
2026_NHPC_896807_1
NH/TPS/PnC/NIT/2026/E 160504 /1152/826 Date 03/02/2026
Open Tender
Civil Works
90 days
NHPC Ltd. Tanakpur Power Station, Banbasa
5 documents required · 5 mandatory
₹1,180
NHPC Ltd. Tanakpur Power Station
₹1.7 L
Yes
16 Mar 2026
4 Feb 2026
6 Mar 2026
4 Feb 2026
2 Mar 2026
4 Feb 2026
4 Feb 2026 - 14 Feb 2026
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction.
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
Laying of LDPE film (250micron, 5.80m wide *50m long) confirming to IC 2508 revised 1984 or its latest amendments, with the help of Bamboos on the side slopes of ring band in submerged area including cost of all materials.
Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix (1:2.5:5)
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