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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.7 CrAccepted-AOC | ₹3.7 Cr | l1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
24 Jan 2020, 2:00 pmClosed
Chief Engineer, PWD Roads, Assam
O/o the Chief Engineer, PWD Roads, Assam
Restoration of flood damage under SDRF for the year 2019-20 for the work Construction of RCC bridge No.2/1 over river Pasnoi on paoriputa to Nutun Panbari road under SOPD-FDR in PWD Udalguri(R B) Division for the year 2019-20
2020_PWD_15858_1
CE/Commn/31/19-20/5_paoriputa
Open Tender
Civil Works – Roads
Item Rate
270 days
Udalguri
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Yes
Empowered Officer, Assam State Road Board
₹7.3 L
Yes
4 Aug 2021
11 Jan 2020
24 Jan 2020
11 Jan 2020
24 Jan 2020
11 Jan 2020
11 Jan 2020 - 24 Jan 2020
Amount
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.5. I) private land
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) stone / boulder
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tech_bid_open.pdf
tech_eval.pdf
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fin_eval.pdf
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