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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24 LAccepted-AOC H NO 198 BHELLA BARPETA ASSAM 781309 | BARPETA | BARPETA | ASSAM | 781309 | ₹24 L | L1 | Accepted-AOC Qualified as L1 Bidder |
| 2 | L2₹29.3 LRejected-AOC | ₹29.3 L | L2 | Rejected-AOC Disqualified as L2 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified |
| 4 | Rejected-Technical SARTHEBARI BAPUJI NAGAR CITY TOWN SARTHEBARI P O SARTHEBARI P S SARTHEBARI DIST BARPETA ASSAM PIN 781307 | BARPETA | ASSAM | 781307 | - | - | Rejected-Technical Technically disqualified |
| Rank | Bidder | Total Amount |
|---|---|---|
| L1 | ABBASUZ ZAMAN Bid ID 295964 | ₹24,00,000 |
| L2 | BISWADEV DAS Bid ID 296056 | ₹29,32,122 |
| Sl No | Description | Qty | Unit | ABBASUZ ZAMAN L1 | BISWADEV DAS L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 1,189.22 | Cum | 228.5 ₹2,71,736.77 | 100 ₹1,18,922 |
| 2.00 | Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 2.51 | Cum | 300.6 ₹754.51 | 1,000 ₹2,510 |
| 3.00 | Water Bound Macadam Sub-base/base 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 40 A) By Manual Means | 1.51 | Cum | 3,643.38 ₹5,501.5 | 2,000 ₹3,020 |
| 4.00 | 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.
Including Edge block/ Edge restraints | 8.1 | Sqm | 1,100 ₹8,910 | 600 ₹4,860 |
| 5.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat | 7,059 | Bags | 291.67 ₹20,58,898.53 | 390 ₹27,53,010 |
| 6.00 | Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm | 488 | Sqm | 100 ₹48,800 | 100 ₹48,800 |
| 7.00 | Title Informatory Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | Sqm | 5,398.69 ₹5,398.69 | 1,000 ₹1,000 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
31 Jan 2026, 2:00 pmClosed
Executive Engineer, PWRD,
O/o Executive Engineer, PWRD, BMCTRD, BArpeta
Reconstruction and Recovery of Neularvita to Satrapaka via Jabrikuchi road under NDRF(PDNA-2022) for the year 2025-26
2026_PWD_50373_1
BMCTRD/NDRF/2025-26/BAR-04
Open Tender
Civil Works – Roads
60 days
Barpeta District
Please refer Tender documents.
5 documents required · 5 mandatory
₹600
Yes
₹60,000
Yes
23 Jun 2026
21 Jan 2026
3 Feb 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
21 Jan 2026 - 31 Jan 2026
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
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
Water Bound Macadam Sub-base/base 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 40 A) By Manual 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. Including Edge block/ Edge restraints
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm
Title Informatory Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
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