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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.8 LAdmitted-Finance CHAMBA HIMACHAL PRADESH 176317 INDIA | CHAMBA | HIMACHAL PRADESH | 176317 | ₹46.8 L | L1 | Admitted-Finance |
| 2 | L2₹47.4 LAdmitted-Finance | ₹47.4 L | L2 | Admitted-Finance |
| 3 | L3₹52.3 LAdmitted-Finance CAMP OFFICE POST KHERI TEHSIL DALHOUSIE DISTRICT CHAMBA HIMACHAL PRADESH 176325 | CHAMBA | HIMACHAL PRADESH | 176325 | ₹52.3 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bhalei Construction L3 | Narain Singh Thakur L1 | VINOD KUMAR L2 |
|---|---|---|---|---|---|---|
| 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. | 480 | cum | 99 ₹47,520 | 99 ₹47,520 | 86 ₹41,280 |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 646.4 | sqm | 109 ₹70,457.60 | 125 ₹80,800 | 116 ₹74,982.40 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded
stone aggregate 40 mm nominal size) | 262 | cum | 3,649 ₹9.6 L | 2,900 ₹7.6 L | 3,366 ₹8.8 L |
| 4.00 | Stone filling behind retaining wall | 138 | cum | 749 ₹1.0 L | 900 ₹1.2 L | 866 ₹1.2 L |
| 5.00 | 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. | 1,400 | cum | 2,249 ₹31.5 L | 2,165 ₹30.3 L | 1,960 ₹27.4 L |
| 6.00 | 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) | 148.65 | cum | 4,599 ₹6.8 L | 3,300 ₹4.9 L | 4,666 ₹6.9 L |
| 7.00 | Providing and laying of sand filled gunny bags fo construction of coffer dam/bund, including quarring sand, filling in empty bags, knotting,manual carriage upto 150m and lift 1.50m and laying in proper course | 225 | cum | 799 ₹1.8 L | 365 ₹82,125 | 607.48 ₹1.4 L |
| 8.00 | 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 | 320 | m | 129 ₹41,280 | 195 ₹62,400 | 156 ₹49,920 |
Updated dates
Tender Value
₹87.5 L
EMD Value
₹1.8 L
Closing Date
2 Feb 2026, 3:00 pmClosed
Deputy General Manager (Civil)
Contract Division BSPS
Restoration of damaged wall on right bank of river near Pump House No.2 at BSPS, Surangani
2026_NHPC_892464_1
NH/BSPS/CC/CW/55/2025-26/480 Dated 04/01/2026
Open Tender
Civil Works
120 days
BSPS Surangani
As per Tender Document
8 documents required · 8 mandatory
₹1,180
NHPC LTD
₹1.8 L
28 Mar 2026
5 Jan 2026
6 Feb 2026
5 Jan 2026
2 Feb 2026
5 Jan 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 and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)
Stone filling behind retaining wall
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 and laying of sand filled gunny bags fo construction of coffer dam/bund, including quarring sand, filling in empty bags, knotting,manual carriage upto 150m and lift 1.50m and laying in proper course
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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