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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.3 LAccepted-AOC VILL KHADDI PO HUTT TEHSIL BASOHLI DISTT KATHUA J K | BASOHLI | KATHUA | JAMMU AND KASHMIR | ₹39.3 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹43.2 LRejected-AOC MASHKA P O HUTT TEHSIL BASHOLI DISTT KATHUA J K | ₹43.2 L | 2 | Rejected-AOC L-2 |
| 3 | 3₹43.3 LRejected-AOC | ₹43.3 L | 3 | Rejected-AOC L-3 |
| 4 | Rejected-Technical VILL DRAMAN DALOW TEHSIL BASOHLI DISTT KATHUA JAMMU AND KASHMIR | - | - | Rejected-Technical Not found technically suitable. |
| 5 | Rejected-Technical SANDHAR TEHSIL BASOHLI DISTT KATHUA J K | KATHUA | JAMMU AND KASHMIR | 184101 | - | - | Rejected-Technical Not found technically suitable. |
Tender Value
₹78.8 L
EMD Value
₹1.6 L
Closing Date
31 Jan 2026, 5:00 pmClosed
Group Sr. Manager (Contract and Procurement)
Contract and Procurement Division, Sewa-II Power Station, Mashka, District-Kathua, Jammu and Kashmir, P.B. No. 2, P.O. Khairi, District-Chamba, Himachal Pradesh, PIN 176325.
Restoration work of damage slided portion of Adit-III approach road at various RD (as mentioned in Tender Documents) at Sewa-II Power Station (CW-708)
2026_NHPC_893337_1
NH/Sewa2/Cont/CW708/NIT11/177 Dt.09.01.26
Open Tender
Civil Works - Roads
120 days
Sewa-II Power Station
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
NHPC Limited, Sewa-II Power Station
₹1.6 L
Yes
23 May 2026
9 Jan 2026
4 Feb 2026
9 Jan 2026
31 Jan 2026
9 Jan 2026
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size),Including all lead and lift.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)Including all lead and lift.
Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (B Nallah) Including all lead and lift.
Cement concrete 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation, finishing and tamping complete.Including all lead and lift.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 3.0mm, 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 2.2mm, 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.Including all lead and lift.
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 75 mm diametre,Including all lead and lift.
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