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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
12 Oct 2026, 5:00 pm
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
Cladding work over fractured hill between AB#6 to AB#9, Construction of Boulder Trap beside Penstock and repair of stair from AB#5 to Valve House at Sewa -II Power Station (CW-748)
2026_NHPC_926885_1
NH/Sewa2/Cont/CW748/NIT-12/100 Dt.18.09.26
Open Tender
Civil Works - Others
Works
240 days
Sewa-II Power Station
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
NHPC Limited, Sewa-II Power Station
₹2.0 L
Yes
19 Sept 2026
19 Sept 2026
15 Oct 2026
19 Sept 2026
12 Oct 2026
19 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto 50meter and lift upto 1.5m, as directed by Engineer-in-Charge.
All kinds of soil : | 510.25 | Sqm | 97.56 | ₹49,779.99 |
| 2 | Drilling, supply & installation of 25mm dia Dowel bar into rock | 319.5 | Mtr | 1,093.41 | ₹3,49,344.5 |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more. | 657.4 | Kg | 132.75 | ₹87,269.85 |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with : 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 589.38 | Cum | 10,728.91 | ₹63,23,404.98 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 653.75 | Sqm | 668.76 | ₹4,37,201.85 |
| 6 | 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.
(i) Single socketed pipes
75 mm diametre | 209.7 | Meter | 240.47 | ₹50,426.56 |
| 7 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Welded | 13,777.83 | Kg | 148.7 | ₹20,48,763.32 |
| 8 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge.
Made of G.I. wire of dia 4 mm | 494 | Sqm | 861.17 | ₹4,25,417.98 |
| 9 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 28.92 | Cum | 9,327.37 | ₹2,69,747.54 |
| 10 | 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.
Hard Rock (Blasting Prohibited) | 14.5 | Cum | 2,358.51 | ₹34,198.4 |
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