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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹13.5 L+₹74,993.52 (5.88%)Rejected-AOC NAYER ALGA PT III HOUSE NO 62 CITY TOWN BILASIPARA P O NAYERALGA P S BILASIPARA DISTRICT DHUBRI PIN 783348 | DHUBRI | ASSAM | 783348 | ₹13.5 L+₹74,993.52 (5.88%) | L2 | Rejected-AOC Highest Bidder |
| Sl No | Description | Qty | Unit | EUSUF ALI PRAMANIK H1 | Zesmina Khatun H2 |
|---|---|---|---|---|---|
| 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 | 1,041.22 | Cum | 245 ₹2,55,098.9 | 231.13 ₹2,40,657.18 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 | 1,220.65 | Cum | 322 ₹3,93,049.3 | 304.05 ₹3,71,138.63 Lowest |
| 3.00 | Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 281.25 | Cum | 2,445 ₹6,87,656.25 | 2,309.51 ₹6,49,549.69 Lowest |
| 4.00 | 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.08 | Sqm | 12,936.62 ₹13,971.55 | 12,441.65 ₹13,436.98 Lowest |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
16 Feb 2026, 2:00 pmClosed
Executive Engineer
O/o of the EE, PWRD, Bilasipara CSD TRD
Recovery and Re-Construction of Road from Nayeralga Pt-III to Nayeralga Pt-IV under NDRF (PDNA-2022) for the year 2025-26
2025_PWD_49621_89
BLP/Tech/NIT/02/564
Open Tender
Civil Works – Roads
Item Rate
Bilasipara
Please refer Tender documents.
4 documents required · 4 mandatory
₹300
₹30,000
Yes
O/o of the Executive Engineer, PWRD, Bilasipara
3 Mar 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
16 Feb 2026
10 Feb 2026
10 Feb 2026 - 16 Feb 2026
13 Feb 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
Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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