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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical 203 CANAL ROAD BANBASA BANBASA CHANDANI CANAL COLONY BANBASA CHAMPAWAT UTTARAKHAND 262310 UDYAM UK 04 0000623 | CHAMPAWAT | UTTARAKHAND | 262310 | - | - | Rejected-Technical Technically Disqualified |
| Sl No | Description | Qty | Unit | M/S PURNAGIRI CONSTRUCTION CO. PVT. LTD. L3 | ALPHA PACIFIC SYSTEMS PVT. LTD. L2 | R K CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in?equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 1,672 | Sqm | 30 ₹50,160 | 41 ₹68,552 | 35.5 ₹59,356 |
| 2.00 | 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 | 3,629.22 | CUM | 175 ₹6.4 L | 185 ₹6.7 L | 175.5 ₹6.4 L |
| 3.00 | 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. | 2,234 | Cum | 2,650 ₹59.2 L | 2,725 ₹60.9 L | 2,595 ₹58.0 L |
| 4.00 | Providing and laying of 9mm, 4 strands polyproplene rope tarred gabion (UV stablized ) with 100 mm X 100 mm aperature and size 2.0 m x1.0 m x 1.0 m without sling in two compartment of 1 meter each with lacing rope of tying the lid, as per specification the work includes the filling of boulders in the gabion. | 532 | Nos | 7,700 ₹41.0 L | 7,680 ₹40.9 L | 7,475 ₹39.8 L |
| 5.00 | 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) | 651.28 | Cum | 8,500 ₹55.4 L | 8,150 ₹53.1 L | 8,475 ₹55.2 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹2.9 L
Closing Date
12 Mar 2026, 11:30 amClosed
Group Senior Manager (Contracts)
Procurement- Contract Divison, Tanakpur Power Station, Banbassa, Champawat, UK-262310
Protection work of Right Embankment Between RD(Plus/Minus) 1360M to RD(Plus/Minus) 1600M and RD(Plus/Minus)1850M to RD (Plus/Minus)2100M at Tanakpur Barrage
2026_NHPC_898110_1
NH/TPS/PnC/NIT/2026/E 162267 /1153/854 dt 11/02/2026
Open Tender
Civil Works
90 days
NHPC Ltd. Tanakpur Power Station, Banbasa
As per Tender documents
5 documents required · 5 mandatory
₹1,180
NHPC Ltd. Tanakpur Power Station
₹2.9 L
Yes
28 Mar 2026
12 Feb 2026
16 Mar 2026
12 Feb 2026
12 Mar 2026
12 Feb 2026
12 Feb 2026 - 22 Feb 2026
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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
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.
Providing and laying of 9mm, 4 strands polyproplene rope tarred gabion (UV stablized ) with 100 mm X 100 mm aperature and size 2.0 m x1.0 m x 1.0 m without sling in two compartment of 1 meter each with lacing rope of tying the lid, as per specification the work includes the filling of boulders in the gabion.
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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