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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹9.2 L+₹1.0 L (12.4%)Rejected-Finance GRAM SURANGANI POST SURANGANI TEHSIL SALOONI DISTRICT CHAMBA HIMACHAL PRADESH 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | L2 | Rejected-Finance Quoted value is higher than Lowest Bidder | |
| 3 | L3₹9.6 L+₹1.4 L (17.3%)Rejected-Finance | L3 | Rejected-Finance Quoted value is higher than Lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹18,000
Closing Date
26 Apr 2022, 3:00 pmClosed
Sr. Manager (Contracts)
BSPS, NHPC Ltd, Surangani, Chamba, H.P.
Repairing of SFT Outlet, Approaches to SFT and Protection wall at Bhaledh Trench Weir of Baira Siul Power Station
2022_NHPC_680839_1
NH/BSPS/CC/CW/63/2021-22/374
Open Tender
Civil Works
Works
75 days
Bhaledh
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
NHPC Ltd., Baira Siul Power Station, Surangani
₹18,000
6 Jun 2022
30 Mar 2022
30 Apr 2022
30 Mar 2022
26 Apr 2022
30 Mar 2022
Amount
“Repairing of SFT Outlet, Approaches to SFT and Protection wall at Bhaledh Trench Weir of Baira Siul Power Station”
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 : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
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 weap holes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
Subash Sharma
Shaukat Ali
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