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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27 LAccepted-AOC | ₹27 L | L1 | Accepted-AOC Lowest quoted rate |
| 2 | L2₹27.0 LRejected-AOC | ₹27.0 L | L2 | Rejected-AOC Second lowest quoted rate |
| Sl No | Description | Qty | Unit | Manoranjan Taid L1 | Binanda Taid L2 |
|---|---|---|---|---|---|
| 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. | 5,987.2 | Sqm | 1.98 ₹11,854.65 | 2 ₹11,974.40 |
| 2.00 | Construction of Embankment with Material obtained from Borrow Pits:
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) Private Land | 1,525 | Cum | 258.21 ₹3.9 L | 258.21 ₹3.9 L |
| 3.00 | Construction of Subgrade and Earthen shoulders:
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.
(ii) Private Land | 255.88 | Cum | 339.68 ₹86,915.62 | 339.68 ₹86,915.62 |
| 4.00 | 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. | 750 | Cum | 2,943.28 ₹22.1 L | 2,943.28 ₹22.1 L |
Tender Value
₹27 L
EMD Value
₹54,000
Closing Date
6 Dec 2025, 2:30 pmClosed
Executive Engineer, PWRD, DNTRD
O/o the Executive Engineer, PWRD, DNTRD
Construction of road from Jengrai Singimari to Bamoyah Chuk, from (Ch. 0.00m to Ch. 2000.00 m, Part-I )under under SOPG(G) for the year 2025-26.
2025_PWD_48770_1
TB/282/DNTRD/2025-26
Open Tender
Civil Works – Roads
90 days
Dhakuakhana
Please refer Tender documents.
4 documents required · 4 mandatory
₹540
₹54,000
Yes
O/o the Executive Engineer, PWRD, DNTRD
2 Apr 2026
21 Nov 2025
6 Dec 2025
21 Nov 2025
6 Dec 2025
21 Nov 2025
21 Nov 2025 - 22 Nov 2025
22 Nov 2025
Amount
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 Material obtained from Borrow Pits: 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) Private Land
Construction of Subgrade and Earthen shoulders: 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. (ii) Private Land
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.
Binanda Taid (BID ID -288540)
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