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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC | ₹19.9 L | L1 | Accepted-AOC As per the order in the CS |
| 2 | L1₹19.9 LRejected-AOC | ₹19.9 L | L1 | Rejected-AOC As per the order in the CS |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SAMIUL ISLAM H1 | KHAIRUL HUSSAIN H1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 525.63 | Cum | 271.92 ₹1,42,929.31 Lowest | 271.92 ₹1,42,929.31 Lowest |
| 2.00 | 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. (I) Private Land | 24.08 | Cum | 357.71 ₹8,613.66 Lowest | 357.71 ₹8,613.66 Lowest |
| 3.00 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.08 | Cum | 15,785.23 ₹17,048.05 Lowest | 15,785.23 ₹17,048.05 Lowest |
| 4.00 | 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 | 350 | Cum | 3,627.63 ₹12,69,670.5 Lowest | 3,627.63 ₹12,69,670.5 Lowest |
| 5.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 73.5 | Cum | 2,158.18 ₹1,58,626.23 Lowest | 2,158.18 ₹1,58,626.23 Lowest |
| 6.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I. Stone/Boulder | 147 | sqm | 2,659.09 ₹3,90,886.23 Lowest | 2,659.09 ₹3,90,886.23 Lowest |
Tender Value
₹19.9 L
EMD Value
₹39,800
Closing Date
12 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o of the Executive Engineer, PWRD, Bilasipara
Recovery and Reconstruction of 15th Km of BS Road to Dautpara via Santipur Ashram under NDRF (PDNA-2022) for the year 2025-26.
2025_PWD_49621_56
BLP/Tech/NIT/02/564
Open Tender
Civil Works – Roads
Item Rate
Bilasipara
Please refer Tender documents.
4 documents required · 4 mandatory
₹400
₹39,800
Yes
O/o of the Executive Engineer, PWRD, Bilasipara
2 Mar 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
5 Jan 2026 - 12 Jan 2026
8 Jan 2026
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. (I) Private Land
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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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