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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC MATIFATA HOUSE NO 59 FAKIRGANJ P O RAVATARY P S FAKIRGANJ DIST DHUBRI PIN 783330 | DHUBRI | ASSAM | 783330 | ₹40.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹40.0 L+₹4,167.49 (0.10%)Rejected-AOC | ₹40.0 L+₹4,167.49 (0.10%) | L2 | Rejected-AOC Highest Bidder |
| 3 | L3₹40.4 L+₹40,009.58 (1.00%)Rejected-AOC BILASIPARA CIVIL SUB DIVISION TERRITORIAL ROAD DIVISION BILASIPARA | ₹40.4 L+₹40,009.58 (1.00%) | L3 | Rejected-AOC Highest Bidder |
| Sl No | Description | Qty | Unit | ALIMUDDIN MONDAL H3 | Rekibuz Zaman H2 | Maynal Hoque Paramanik H1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201
i) By Manual Means
A. In area of non-thorny jungle. | 0.25 | Hect | 55,808.98 ₹13,952.25 Lowest | 55,808.98 ₹13,952.25 Lowest | 56,367.07 ₹14,091.77 |
| 2.00 | 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 | 8,094.95 | cum | 271.92 ₹22,01,178.8 Lowest | 272 ₹22,01,826.4 | 274.64 ₹22,23,197.07 |
| 3.00 | 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 | 1,130.18 | cum | 357.71 ₹4,04,276.69 Lowest | 360 ₹4,06,864.8 | 361.29 ₹4,08,322.73 |
| 4.00 | 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 materials | 253.13 | Cum | 3,040.3 ₹7,69,591.14 Lowest | 3,040.3 ₹7,69,591.14 Lowest | 3,070.7 ₹7,77,286.29 |
| 5.00 | WBM Grading 3-Using stone screening Type-B 11.2 mm for Gr.III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 mannual means | 28.13 | Sqm | 4,857.45 ₹1,36,640.07 Lowest | 4,857.45 ₹1,36,640.07 Lowest | 4,906.02 ₹1,38,006.34 |
| 6.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. | 375 | Sqm | 1,222.73 ₹4,58,523.75 Lowest | 1,222.73 ₹4,58,523.75 Lowest | 1,234.96 ₹4,63,110 |
| 7.00 | 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 | 14,637.24 ₹15,808.22 Lowest | 15,500 ₹16,740 | 14,783.61 ₹15,966.3 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
6 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o of the EE, PWRD, Bilasipara CSD TRD
Recovery and Re-Construction of Road Sonali market to Fakirganj model hospital road under NDRF (PDNA-2022) for the year 2025-26..
2025_PWD_49621_18
BLP/Tech/NIT/02/564
Open Tender
Civil Works – Roads
Item Rate
Bilasipara
Please refer Tender documents.
4 documents required · 4 mandatory
₹800
₹80,000
Yes
O/o of the EE, PWRD, Bilasipara CSD TRD
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
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 i) By Manual Means A. In area of non-thorny jungle.
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 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 materials
WBM Grading 3-Using stone screening Type-B 11.2 mm for Gr.III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 mannual means
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
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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