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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | ₹24.3 L | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹24.4 LRejected-AOC | ₹24.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAGARDEV GOSWAMI L1 | M/S OCEN ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00 | (1). Rangagarah to KA Road. 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. | 3,000.66 | Nos | 2 ₹6,001.32 | 2 ₹6,001.32 |
| 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 | 727.52 | Nos | 201 ₹1.5 L | 201 ₹1.5 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. (ii) From Private Land | 1,068 | Nos | 200 ₹2.1 L | 200 ₹2.1 L |
| 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 | 450 | Nos | 3,050 ₹13.7 L | 3,100 ₹13.9 L |
| 5.00 | (2). KA road to Chapanala Bagan. 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. | 1,200.17 | Nos | 1.85 ₹2,220.31 | 1.85 ₹2,220.31 |
| 6.00 | 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 | 284.27 | Nos | 199.9 ₹56,825.57 | 199.9 ₹56,825.57 |
| 7.00 | 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. (ii) From Private Land | 427.2 | Nos | 199.9 ₹85,397.28 | 199.9 ₹85,397.28 |
| 8.00 | 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 | 180 | Nos | 3,059.95 ₹5.5 L | 2,970 ₹5.3 L |
Tender Value
₹24.3 L
EMD Value
₹48,674
Closing Date
8 Aug 2025, 2:00 pmClosed
CE (Roads), PWRD, Assam, Chandmari, Ghy-3
O/O The CE (Roads), PWRD, Assam, Chandmari, Ghy-3
STBR/SOPD-G/Barhampur-04/33 Improvement of (1) Rangagarah to KA Road (2) KA road to Chapanala Bagan under SOPD-G for the year 2025-26
2025_PWD_45820_61
CE/STBR/SOPD-G/NIT/07/2025 26/1 Dated 26-06-2025
Open Tender
Civil Works – Roads
365 days
Barhampur
Please refer Tender documents.
5 documents required · 5 mandatory
₹487
₹48,674
Yes
O/O The CE (Roads), PWRD, Assam, Chandmari, Ghy-3
20 May 2026
28 Jul 2025
11 Aug 2025
28 Jul 2025
8 Aug 2025
28 Jul 2025
28 Jul 2025 - 8 Aug 2025
30 Jul 2025
Amount
(1). Rangagarah to KA Road. 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. (ii) From 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
(2). KA road to Chapanala Bagan. 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. (ii) From 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
M/S OCEN ENTERPRISE (BID ID -275274)
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