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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.3 Cr+₹26.7 L (8.68%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.4 Cr+₹37.0 L (12.0%)Admitted-Finance M D SH AJEET SHARMA R O GEETA NAGAR NEAR POLICE LINE REASI DISTRICT REASI | REASI | JAMMU AND KASHMIR | 182301 | L3 | Admitted-Finance | ||
| 4 | L4₹3.6 Cr+₹56.4 L (18.3%)Admitted-Finance R O SHARMA NIWAS NAND PLACE SECTOR 4 NEW SHIMLA H P 171009 | SHIMLA | HIMACHAL PRADESH | 171009 | L4 | Admitted-Finance | ||
| 5 | L5₹3.7 Cr+₹64.0 L (20.8%)Admitted-Finance VILLAGE POST SURANGANI TEHSIL SALOONI DISTT CHAMBA HIMACHAL PRADESH 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | L5 | Admitted-Finance |
Tender Value
₹4.6 Cr
EMD Value
₹9.3 L
Closing Date
25 Jul 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
River Training work at right bank of Sewa River from upstream of LHPS portal to TRC area of Sewa-II Power Station (CW-738)
2026_NHPC_915701_1
NH/Sewa2/Cont/CW738/NIT-07/46 Dt.03.07.26
Open Tender
Civil Works - Others
Works
180 days
Sewa-II Power Station
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,770
NHPC Limited, Sewa-II Power Station
₹9.3 L
Yes
25 Sept 2026
3 Jul 2026
30 Jul 2026
3 Jul 2026
25 Jul 2026
3 Jul 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 bulk excavation by mechanical means (hydraulic excavator) 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 | 1,255.2 | Cum | 197.17 | ₹2,47,487.78 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 and Hard Rock (Blasting Prohibited) | 434.6 | Cum | 345.82 | ₹1,50,293.37 |
| 3 | 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
Ordinary Rock | 73 | Cum | 989.83 | ₹72,257.59 |
| 4 | 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 | 68.5 | Cum | 624.13 | ₹42,752.91 |
| 5 | 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) | 4,379.06 | Cum | 7,658.42 | ₹3,35,36,680.69 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases for columns | 1,021 | Sqm | 301.43 | ₹3,07,760.03 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 3,855.23 | Sqm | 662.07 | ₹25,52,432.13 |
| 8 | Drilling, supply & installation of 25mm dia Dowel bar into rock | 440 | Meter | 912.29 | ₹4,01,407.6 |
| 9 | 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. | 4,068.21 | Kg | 129.69 | ₹5,27,606.15 |
| 10 | 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 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 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. | 1,670 | Cum | 3,256.22 | ₹54,37,887.4 |
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