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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAccepted-AOC C O OM PRAKASH AGARWALLA BANTOW PO KHELMATI PS NORTH LAKHIMPUR LAKHIMPUR PIN 787031 | LAKHIMPUR | ASSAM | 787031 | ₹33.6 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹33.6 LRejected-AOC C O OM PRAKASH AGARWALLA BANTOW PO KHELMATI PS NORTH LAKHIMPUR LAKHIMPUR PIN 787031 | LAKHIMPUR | ASSAM | 787031 | ₹33.6 L | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | Mahesh Kumar Agarwalla L1 | Om Prakash Agarwalla L2 |
|---|---|---|---|---|---|
| 1.01 | Heavy Dressing: 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. | 7,875 | sqm | 1.98 ₹15,592.50 | 1.98 ₹15,592.50 |
| 1.02 | 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) From Private Land | 1,183.88 | cum | 258.2 ₹3.1 L | 258.2 ₹3.1 L |
| 1.03 | 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) From Private Land | 2,331 | cum | 339.68 ₹7.9 L | 339.68 ₹7.9 L |
| 1.04 | 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 | 1,181.25 | cum | 1,900.05 ₹22.4 L | 1,905 ₹22.5 L |
Tender Value
₹33.6 L
EMD Value
₹67,150
Closing Date
18 Dec 2025, 5:00 pmClosed
EE, Jonai TRD, Silapathar
O/o Executive Engineer, Jonai Territorial Road Division, Silapathar, 787059
Construction of GWC Road from Belong Gaon to Bali Napam from Ch.2100.00 m under SOPD-G for the year 2025-26 in 80- Jonai LAC in Dhemaji District under Jonai Territorial Road Division, Silapathar
2025_PWD_49268_1
TB-62/GWC/2024-25/1718 Dtd. 01-12-2025
Open Tender
Civil Works
Jonai
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,010
₹67,150
Yes
13 May 2026
12 Dec 2025
19 Dec 2025
12 Dec 2025
18 Dec 2025
13 Dec 2025
Heavy Dressing: 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) From 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) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
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