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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC awarded |
| 2 | L2₹1.8 CrRejected-AOC | ₹1.8 Cr | L2 | Rejected-AOC not awarded |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-withdrawn |
| Sl No | Description | Qty | Unit | MANTU KALITA L1 | BISWAJIT RABHA L2 |
|---|---|---|---|---|---|
| 1.00 | Heavy Dressing Heavy Dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rollong with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 27,001.05 | Sqm | 1.83 ₹49,442.76 | 2.08 ₹56,162.18 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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 (a) From Private land | 7,926.47 | Cum | 239.09 ₹19.0 L | 271.92 ₹21.6 L |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land | 12,792 | Cum | 314.54 ₹40.2 L | 357.71 ₹45.8 L |
| 4.00 | Gravel/Soil-Aggregregate surface course (table 400.3 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 402. | 4,050 | Cum | 2,434.37 ₹98.6 L | 2,768.55 ₹1.1 Cr |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
22 Jan 2026, 2:00 pmClosed
Chief Engineer PWRD,Assam,Guwahati-03
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of Doukuchi Paharpara Wooden Bridge road under NDRF(PDNA-2022) for the year 2025-26
2026_PWD_50183_10
CE/Commn/192/2025-26/24
Open Tender
Civil Works – Roads
60 days
Kamrup
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,600
₹3.6 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
27 Feb 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
12 Jan 2026 - 22 Jan 2026
16 Jan 2026
Heavy Dressing Heavy Dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rollong with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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 (a) From Private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land
Gravel/Soil-Aggregregate surface course (table 400.3 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 402.
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