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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹12.3 L+₹96,259 (8.48%)Rejected-Finance | L2 | Rejected-Finance Quoted value is higher than Lowest Bidder | |
| 3 | L3₹13.4 L+₹2.1 L (18.1%)Rejected-Finance | L3 | Rejected-Finance Quoted value is higher than Lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹31,000
Closing Date
25 May 2022, 3:00 pmClosed
Sr. Manager (Contracts)
BSPS, NHPC Ltd, Surangani, Chamba, H.P.
Repairing and Strengthening of approach road to downstream of Baira Dam, BSPS
2022_NHPC_686938_1
NH/BSPS/CC/CW/08/2022-23/28
Open Tender
Civil Works
Works
90 days
Nakrod
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
NHPC Ltd., Baira Siul Power Station, Surangani
₹31,000
8 Jun 2022
5 May 2022
30 May 2022
5 May 2022
25 May 2022
5 May 2022
Amount
“Repairing and Strengthening of approach road to downstream of Baira Dam, BSPS”
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
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. soil and disposal of surplus excavated soil as directed, within a lead of 50 m-All Kinds of Soil
Providing and laying Cement concrete 1:4:8 with 15% plums and curing complete including the cost of form work for plain / reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm as per drawing and HP, PWD technical specifications. soil and disposal of surplus excavated soil as directed, within a lead of 50 m-All Kinds of Soil
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, ides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
Dry stone pitching 22.5 cm thick including upply of stones and preparing surface complete.
Providing weep 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 slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614. 709, 1204, 3.7
Mukesh Kumar Thakur
Shaukat Ali
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