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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.8 LAccepted-AOC | ₹22.8 L | L1 | Accepted-AOC Being the lowest bidder |
| 2 | L2₹23 L+₹15,400 (0.67%)Rejected-AOC 217A LAKHIPUR COLLEGE ROAD NEAR RAMKRISHNA MISSION WARD NO 1 LAKHIPUR CACHAR ASSAM 788103 | CACHAR | ASSAM | 788103 | ₹23 L+₹15,400 (0.67%) | L2 | Rejected-AOC Not being the lowest bidder |
| Sl No | Description | Qty | Unit | Titu Kumar Das L2 | Rupam Saha L1 |
|---|---|---|---|---|---|
| 1.00 | Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling 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. | 3,741.26 | sqm | 2.08 ₹7,781.82 Lowest | 2.08 ₹7,781.82 Lowest |
| 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 (ii) From Private Land. | 1,185.85 | Cum | 271.92 ₹3,22,456.33 Lowest | 271.92 ₹3,22,456.33 Lowest |
| 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., Private Land | 1,110 | Cum | 371.61 ₹4,12,487.1 | 357.71 ₹3,97,058.1 Lowest |
| 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. | 562.5 | Cum | 2,768.49 ₹15,57,275.63 Lowest | 2,768.54 ₹15,57,303.75 |
Tender Value
₹22.8 L
EMD Value
₹45,700
Closing Date
7 Feb 2026, 3:00 pmClosed
The SE, PWD(Roads) Cachar Circle, Silchar.
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
Recovery and Reconstruction of Road from Joragul Bazar Mangalpur to Manipuri Basti Road under NDRF (PDNA-2022) for the year 2025-26 Sonai LAC, P/No.SE/SONAI/NDRF(PDNA-2022)/25-26/14
2026_PWD_50566_14
T/CC/ETN/SIL/2025-26/1033(T)
Open Tender
Civil Works – Roads
Item Rate
210 days
Cachar District.
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹45,700
Yes
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
24 Jun 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
28 Jan 2026 - 4 Feb 2026
4 Feb 2026
Heavy dressing of the existing road including dressing high spots and filling low spots, cambering, watering, rolling 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 1.5 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 (ii) From 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., 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402.
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