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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC | ₹20.6 L | L1 | Accepted-AOC Work allotted |
| 2 | L2₹20.6 L+₹204.96 (<0.01%)Rejected-AOC | ₹20.6 L+₹204.96 (<0.01%) | L2 | Rejected-AOC Work not allotted |
| Sl No | Description | Qty | Unit | M/s D.B.Enterprise L1 | Ershad Ibrahim Zaman L2 |
|---|---|---|---|---|---|
| 1.00(i) Gohain Tekela Jagat Dutta Path, | |||||
| 1.10 | 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. | 210 | Hect | 7 ₹1,470 Lowest | 8.27 ₹1,736.7 |
| 1.20 | 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 66.56 | Cum | 130 ₹8,653.19 Lowest | 258.21 ₹17,187.23 |
| 1.30 | 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 | 9.71 | Cum | 138 ₹1,340.39 Lowest | 339.68 ₹3,299.31 |
| 1.40 | 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 capacity to achieve the desired density, commplete as per Technical Specification Clause 402 | 31.5 | Cum | 4,018 ₹1,26,567 | 2,628.95 ₹82,811.93 Lowest |
| 2.00(ii) Gohain Tekela Water Supply connecting Path | |||||
| 2.10 | 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. | 510 | Hect | 7 ₹3,570 Lowest | 8.27 ₹4,217.7 |
| 2.20 | 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 157.66 | Cum | 130 ₹20,495.8 Lowest | 258.21 ₹40,709.39 |
| 2.30 | 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 | 23.59 | Cum | 140 ₹3,302.32 Lowest | 339.68 ₹8,012.37 |
| 2.40 | 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 capacity to achieve the desired density, commplete as per Technical Specification Clause 402 | 76.5 | Cum | 4,018 ₹3,07,377 | 2,628.95 ₹2,01,114.68 Lowest |
Tender Value
₹20.6 L
EMD Value
₹41,200
Closing Date
7 Nov 2025, 2:00 pmClosed
Executive Engineer, PWRD, Jorhat and Titabor TRD
Office of the Ex. Engineer, PWRD, Jorhat TRD, Jorhat
Improvement of Gohain Tekela Jagat Dutta Path, Gohain Tekela Water Supply connecting Path and Suwoni Gaon Path by GWC under SOPD_G under PWRD, Jorhat and Titabor Territorial Road Division for the year 2025_26 in Jorhat LAC
2025_PWD_48188_3
NIT/JTTRD/2024-25/001/1422
Open Tender
Civil Works – Roads
Item Rate
90 days
Jorhat
Please Refer Tender documents
6 documents required · 6 mandatory
₹620
₹41,200
Yes
10 Jan 2026
28 Oct 2025
7 Nov 2025
28 Oct 2025
7 Nov 2025
28 Oct 2025
Amount
(i) Gohain Tekela Jagat Dutta Path,
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 compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) 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 capacity to achieve the desired density, commplete as per Technical Specification Clause 402
(ii) Gohain Tekela Water Supply connecting Path
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 compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) 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 capacity to achieve the desired density, commplete as per Technical Specification Clause 402
(iii) Suwoni Gaon Path
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 compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) 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 capacity to achieve the desired density, commplete as per Technical Specification Clause 402
Ershad Ibrahim Zaman (BID ID -285755)
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