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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | ₹15.9 L | L1 | Accepted-AOC Lowest bid submitted by M/S Agnigarh and contract is awarded. |
| 2 | L2₹15.9 L+₹246 (0.02%)Rejected-Finance | ₹15.9 L+₹246 (0.02%) | L2 | Rejected-Finance Higher bid submitted |
| Sl No | Description | Qty | Unit | TIGER LIMBU L2 | MS AGNIGARH L1 |
|---|---|---|---|---|---|
| 1.00Construction Work (Road) | |||||
| 1.01 | 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. | 2,400 | sq.m. | 1.98 ₹4,752 Lowest | 1.98 ₹4,752 Lowest |
| 1.02 | 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 | 2,169 | cu.m. | 258.21 ₹5,60,057.49 Lowest | 258.21 ₹5,60,057.49 Lowest |
| 1.03 | 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 | 240 | cu.m. | 340.69 ₹81,765.6 | 339.68 ₹81,523.2 Lowest |
| 1.04 | 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 | 360 | cu.m. | 2,628.96 ₹9,46,425.6 | 2,628.95 ₹9,46,422 Lowest |
Tender Value
₹15.9 L
EMD Value
₹31,860
Closing Date
21 Jan 2026, 2:00 pmClosed
Executive Engineer
Office of the E.E, Barchalla and Dhekiajuli TRD, Dhekiajuli
Construction of road from Borgaon Near Durgamandir to Kherbari under SOPD-G for the year 2025-26 Barchalla LAC
2026_PWD_49884_1
BDTRD/SOPD-G/GWC/25-26/10
Open Tender
Civil Works
Item Rate
180 days
Barchalla
Please refer Tender Document
5 documents required · 5 mandatory
₹320
₹31,860
Yes
Dhekiajuli
27 Feb 2026
5 Jan 2026
21 Jan 2026
5 Jan 2026
21 Jan 2026
5 Jan 2026
5 Jan 2026 - 8 Jan 2026
8 Jan 2026
Construction Work (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
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