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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.2 LAccepted-AOC | ₹82.2 L | L1 | Accepted-AOC awarded |
| Sl No | Description | Qty | Unit | Jay Agarwalla L1 |
|---|---|---|---|---|
| 1.00 | Tikirai Chapori Ali by GWC : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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. | 4,500 | Sqm | 5 ₹22,500.01 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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) From private Land | 3,240 | Cum | 250 ₹8,10,000 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. (i) Private Land | 495 | Cum | 320 ₹1,58,400 Lowest |
| 4.00 | Construction of granular sub-base 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 to achieve the desired density, complete as per Technical Specification Clause 402 (ii) For Grading II material | 675 | Cum | 2,700 ₹18,22,500 Lowest |
| 5.00 | GWC Road from E & D Dyke to Kemeri Gaon : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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 | 11,100 | Sqm | 5 ₹55,500 Lowest |
| 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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) From private Land | 4,863.74 | Cum | 250 ₹12,15,934.73 Lowest |
| 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. (i) Private Land | 1,221 | Cum | 320 ₹3,90,720.64 Lowest |
| 8.00 | Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (ii) For Grading II material | 1,387.66 | Cum | 2,700 ₹37,46,682 Lowest |
Tender Value
₹82.3 L
EMD Value
₹1.6 L
Closing Date
19 Sept 2025, 2:00 pmClosed
Chief Engineer, PWD Roads
O/O Chief Engineer PWD(Roads)Assam ,Chandmari, Ghy
Construction of (1) TikiraiChapori Ali by GWC (L-1.50 Km) (2) GWC road from E and D Dyke to Kemeri Gaon under SOPD(G) for the year 2025-26 underBokakhat and Dergaon TRD
2025_PWD_47428_1
CE/Commn/16/2025-26/24(Re-Bid)
Open Tender
Civil Works – Roads
Item Rate
120 days
Bokakhat
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,600
₹1.6 L
Yes
O/O Chief Engineer PWD Roads Assam ,Chandmari, Ghy
3 Sept 2026
11 Sept 2025
19 Sept 2025
11 Sept 2025
19 Sept 2025
11 Sept 2025
11 Sept 2025 - 19 Sept 2025
15 Sept 2025
Amount
Tikirai Chapori Ali by GWC : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) 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. (i) Private Land
Construction of granular sub-base 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 to achieve the desired density, complete as per Technical Specification Clause 402 (ii) For Grading II material
GWC Road from E & D Dyke to Kemeri Gaon : Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, 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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) 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. (i) Private Land
Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (ii) For Grading II material
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