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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-Finance | ₹15.6 L | L1 | Accepted-Finance accepted by TBEC |
| 2 | L2₹18.0 LRejected-Finance | ₹18.0 L | L2 | Rejected-Finance Rejected by TBEC |
| 3 | L3₹18 LRejected-Finance | ₹18 L | L3 | Rejected-Finance Rejected by TBEC |
| Sl No | Description | Qty | Unit | M.S. J.M.Enterprise L1 | MANTU KALITA L2 | BISWAJIT RABHA L3 |
|---|---|---|---|---|---|---|
| 1.00 | 1_ Recovery and Reconstruction of Jaokatagaon to Nimurtari under NDRF (PDNA-2022_) for the year 2025-26_.
Clearing and grubbing of road land including uprooting rank vegetation, grass, bushes shrubs, saplings, and tree girth upto 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 1000 m. including removal of 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 | 48,274.76 ₹12,165.24 | 55,500 ₹13,986 | 55,808.97 ₹14,063.86 |
| 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 | 1,405.22 | cum | 234.87 ₹3.3 L | 271.53 ₹3.8 L | 271.53 ₹3.8 L |
| 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 | 243 | cum | 309.42 ₹75,189.06 | 357.71 ₹86,923.53 | 357.71 ₹86,923.53 |
| 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 | 168.75 | cum | 2,587.79 ₹4.4 L | 2,991.66 ₹5.0 L | 2,991.66 ₹5.0 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means | 84.38 | cum | 4,155.13 ₹3.5 L | 4,803.62 ₹4.1 L | 4,803.62 ₹4.1 L |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 Manual Means | 84.38 | cum | 4,175.12 ₹3.5 L | 4,826.73 ₹4.1 L | 4,826.73 ₹4.1 L |
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
22 Jan 2026, 2:00 pmClosed
EE, South Kamrup TRD
O/o The EE, South Kamrup TRD
Recovery and Reconstruction of Jaokatagaon to Nimurtari under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_49839_6
SKTRD/Tech/122/2025-26
Open Tender
Civil Works – Roads
90 days
Kamrup Rural
Please refer Tender documents.
5 documents required · 5 mandatory
₹400
₹36,000
Yes
O/o The EE, South Kamrup TRD
20 May 2026
2 Jan 2026
22 Jan 2026
2 Jan 2026
22 Jan 2026
2 Jan 2026
2 Jan 2026 - 22 Jan 2026
9 Jan 2026
1_ Recovery and Reconstruction of Jaokatagaon to Nimurtari under NDRF (PDNA-2022_) for the year 2025-26_. Clearing and grubbing of road land including uprooting rank vegetation, grass, bushes shrubs, saplings, and tree girth upto 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 1000 m. including removal of 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
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 hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means
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 Manual Means
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