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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC | ₹45.0 L | L1 | Accepted-AOC As per the order in the CS |
| 2 | L1₹45.0 LRejected-AOC VILL DHARMSALA PART IV P O DHARMMASALA P S DHUBRI DIST DHUBRI ASSAM PIN 783324 | DHUBRI | DHUBRI | ASSAM | 783324 | ₹45.0 L | L1 | Rejected-AOC As per the order in the CS |
| Sl No | Description | Qty | Unit | Enamul Hassan Mondal H1 | ANU ENTERPRISE 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 p g 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 | 4,722.52 | Cum | 271.92 ₹12,84,147.64 Lowest | 271.92 ₹12,84,147.64 Lowest |
| 2.00 | Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1
(I) Private land. | 167.04 | Cum | 357.71 ₹59,751.88 Lowest | 357.71 ₹59,751.88 Lowest |
| 3.00 | Construction of granular sub- base 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 smooth wheel roller to achieve the desired density , complete as per Technical Specification Clause 401.
(II) For Grading II Material.. | 204.01 | Cum | 2,878.46 ₹5,87,249.02 Lowest | 2,878.46 ₹5,87,249.02 Lowest |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
(A) By Manual Means. | 122.23 | Cum | 4,696.18 ₹5,74,037.56 Lowest | 4,696.18 ₹5,74,037.56 Lowest |
| 5.00 | Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage) | 1,631.25 | Sqm | 1,222.73 ₹19,94,578.31 Lowest | 1,222.73 ₹19,94,578.31 Lowest |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
6 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o of the Executive Engineer, PWRD, Bilasipara
Recovery and Re-Construction of Road from Mantrirchar to MandalPara Masjid under NDRF (PDNA-2022) for the year 2025-26
2025_PWD_49621_4
BLP/Tech/NIT/02/564
Open Tender
Civil Works – Roads
Item Rate
Bilasipara
Please refer Tender documents.
4 documents required · 4 mandatory
₹900
₹90,000
Yes
O/o of the Executive Engineer, PWRD, Bilasipara
3 Mar 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
26 Dec 2025 - 6 Jan 2026
30 Dec 2025
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 p g 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 Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1 (I) Private land.
Construction of granular sub- base 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 smooth wheel roller to achieve the desired density , complete as per Technical Specification Clause 401. (II) For Grading II Material..
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.
Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
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