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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAdmitted-Finance | ₹12.5 L | L1 | Admitted-Finance |
| 2 | L2₹13.3 LAdmitted-Finance SURANGANI CHAMBA HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176317 | ₹13.3 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical CAMP OFFICE POST KHERI TEHSIL DALHOUSIE DISTRICT CHAMBA HIMACHAL PRADESH 176325 | CHAMBA | HIMACHAL PRADESH | 176325 | - | - | Rejected-Technical Techno Commercially Non Responsive |
| 4 | Rejected-Technical GRAM SURANGANI POST SURANGANI TEHSIL SALOONI DISTRICT CHAMBA HIMACHAL PRADESH 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | - | - | Rejected-Technical Techno Commercially Non Responsive |
| Sl No | Description | Qty | Unit | ravinder KUMAR L2 | surender singh L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil. | 181.82 | cum | 20 ₹3,636.40 | 126 ₹22,909.32 |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 223.25 | sqm | 10 ₹2,232.50 | 145.89 ₹32,569.94 |
| 3.00 | 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%) Zinic + PVC coated, Mesh wire diameter 2.7 / 3.7mm, 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 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in- charge. | 266 | cum | 2,400 ₹6.4 L | 2,400 ₹6.4 L |
| 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 40 mm nominal size) | 128.64 | cum | 5,300 ₹6.8 L | 4,206 ₹5.4 L |
| 5.00 | Providing weep holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clasues 614, 709, 1204.3.7 | 94 | meter | 20 ₹1,880 | 160.29 ₹15,067.26 |
Updated dates
Tender Value
₹19.9 L
EMD Value
₹40,000
Closing Date
11 Mar 2026, 3:00 pmClosed
Deputy General Manager (Civil)
Contract Division BSPS
Restoration of Hill slide with providing protection wall along the police chowki and repairing damage workshop building at BSPS, Surangani
2026_NHPC_897534_1
NH/BSPS/CC/CW/68/2025-26/592 Dated 06/02/2026
Open Tender
Civil Works
60 days
BSPS Surangani
As per Tender Document
8 documents required · 8 mandatory
₹590
NHPC LTD
₹40,000
20 Apr 2026
7 Feb 2026
14 Mar 2026
7 Feb 2026
11 Mar 2026
7 Feb 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
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%) Zinic + PVC coated, Mesh wire diameter 2.7 / 3.7mm, 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 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in- charge.
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 40 mm nominal size)
Providing weep holes in brick masonry/ stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clasues 614, 709, 1204.3.7
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