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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 CrAccepted-Finance | ₹2.2 Cr | 1 | Accepted-Finance L-1 Bidder |
| 2 | 2₹2.4 Cr+₹13.5 L (6.02%)Accepted-Finance HOUSE NO 190 WARD NO 08 HAMIRPUR | ₹2.4 Cr+₹13.5 L (6.02%) | 2 | Accepted-Finance L-2 Bidder |
| 3 | 3₹2.5 Cr+₹27.2 L (12.1%)Accepted-Finance | ₹2.5 Cr+₹27.2 L (12.1%) | 3 | Accepted-Finance L-3 Bidder |
| 4 | 4₹2.7 Cr+₹42.4 L (18.9%)Accepted-Finance VILL DURANG TEHSIL BILLAWAR DISTT KATHUA J K | ₹2.7 Cr+₹42.4 L (18.9%) | 4 | Accepted-Finance L-4 Bidder |
| 5 | 5₹2.7 Cr+₹43.6 L (19.4%)Accepted-Finance | ₹2.7 Cr+₹43.6 L (19.4%) | 5 | Accepted-Finance L-5 Bidder |
| Sl No | Description | Qty | Unit | Surinder Pal Dhall L3 | Des Raj & Co. L5 | PRITAM SINGH BUILDERS L4 | SAHARANPUR DRILLING & CONSTRUCTION PVT LTD L7 | tilk singh L6 | MSC Roads And Bridges Private Limited L2 | CP SYSTEMS PVT. LTD. L8 | ASHOK CHAUHAN AND COMPANY L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,080 | Cum | 93,355.2 ₹1,10,159.14 | 1,35,000 ₹1,59,300 | 86,032.8 ₹1,01,518.7 Lowest | 2,46,240 ₹2,90,563.2 | 1,62,000 ₹1,91,160 | 2,16,000 ₹2,54,880 | 1,41,534 ₹1,67,010.12 | 1,72,800 ₹2,03,904 |
| 2.00 | Providing and fixingrock anchor 25 mm dia 3 to 5 m long into rock/ concrete including drilling the holes and grouting complete as per direction of EIC | 1,088 | Rm | 5,73,506.56 ₹6,76,737.74 | 8,16,000 ₹9,62,880 | 5,28,768 ₹6,23,946.24 | 13,05,600 ₹15,40,608 | 10,56,448 ₹12,46,608.64 | 2,72,000 ₹3,20,960 Lowest | 9,79,200 ₹11,55,456 | 5,98,400 ₹7,06,112 |
| 3.00 | Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing
in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more | 6,299.52 | kg | 3,96,239.81 ₹4,67,562.97 | 4,09,468.8 ₹4,83,173.18 | 3,95,042.9 ₹4,66,150.62 Lowest | 4,85,063.04 ₹5,72,374.39 | 6,92,947.2 ₹8,17,677.7 | 5,03,961.6 ₹5,94,674.69 | 5,66,956.8 ₹6,69,009.02 | 4,22,067.84 ₹4,98,040.05 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 3,834 | Cum | 1,74,86,950.68 ₹2,06,34,601.8 | 1,76,36,400 ₹2,08,10,952 | 1,90,81,818 ₹2,25,16,545.24 | 2,16,62,100 ₹2,55,61,278 | 1,79,08,614 ₹2,11,32,164.52 | 1,72,53,000 ₹2,03,58,540 | 2,28,28,977.9 ₹2,69,38,193.92 | 1,48,56,750 ₹1,75,30,965 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 1,803.6 | Sqm | 4,76,889.88 ₹5,62,730.05 | 6,31,260 ₹7,44,886.8 | 1,43,674.78 ₹1,69,536.24 Lowest | 5,33,865.6 ₹6,29,961.41 | 3,24,648 ₹3,83,084.64 | 2,70,540 ₹3,19,237.2 | 7,41,550.14 ₹8,75,029.17 | 3,22,844.4 ₹3,80,956.39 |
| 6.00 | Providing and fixing on wall face unplasticised 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. 110 mm diameter | 1,156 | m | 1,39,113.04 ₹1,64,153.39 Lowest | 2,60,100 ₹3,06,918 | 1,70,452.2 ₹2,01,133.6 | 3,82,636 ₹4,51,510.48 | 2,08,080 ₹2,45,534.4 | 2,31,200 ₹2,72,816 | 3,01,195.8 ₹3,55,411.04 | 2,08,080 ₹2,45,534.4 |
| 7.00 | 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 3.0 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 2.2mm, 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. | 1,170 | Cum | 22,03,168.5 ₹25,99,738.83 | 28,66,500 ₹33,82,470 | 22,51,208.7 ₹26,56,426.27 | 40,95,000 ₹48,32,100 | 28,91,070 ₹34,11,462.6 | 14,62,500 ₹17,25,750 Lowest | 35,14,738.5 ₹41,47,391.43 | 24,80,400 ₹29,26,872 |
Tender Value
₹3.0 Cr
EMD Value
₹6 L
Closing Date
16 Aug 2025, 11:00 amClosed
Gr.Sr.Manager (E)
Procurement and Contracts Division, NHPC Office Complex, Chamera- III Power Station, Karian, Chamba , HP
Construction of retaining wall below the bus stand from joint of NH and churi bridge to river bend in downstream in front of TRT outlet at Dharwala (E-office no. 115340)
2025_NHPC_870028_1
NH/CPS- III/Cont./115340/2025-26/124
Open Tender
Civil Works
Works
180 days
Chamera-III PS
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
NHPC ltd
₹6 L
Yes
30 Jul 2026
23 Jul 2025
19 Aug 2025
23 Jul 2025
16 Aug 2025
23 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,080 | Cum | - | - |
| 2 | Providing and fixingrock anchor 25 mm dia 3 to 5 m long into rock/ concrete including drilling the holes and grouting complete as per direction of EIC | 1,088 | Rm | - | - |
| 3 | Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing
in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more | 6,299.52 | kg | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 3,834 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 1,803.6 | Sqm | - | - |
| 6 | Providing and fixing on wall face unplasticised 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. 110 mm diameter | 1,156 | m | - | - |
| 7 | 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 3.0 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 2.2mm, 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. | 1,170 | Cum | - | - |
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