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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.6 LAccepted-AOC | L-1 | Accepted-AOC Accepted | |
| 2 | L-1₹19.6 LRejected-AOC | L-1 | Rejected-AOC Rejected | |
| 3 | L-2₹20.7 LRejected-AOC | L-2 | Rejected-AOC Rejected |
Tender Value
₹21.8 L
EMD Value
₹43,530
Closing Date
24 Mar 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
E.E. P.W.D. Jorhat and Titabor TRD
O/o the EE, Jorhat and Titabor Territorial Road Division, Jorhat
Const of i) Meleng Meteli Road, (ii) Meleng Kopadhora Road under SOPD-G for the year 2024-25 in PWRD, Jorhat and Titabor TRD, Jorhat. (Jorhat LAC).Pkg No.RE_JTTRD_JOR_24_25_008
2025_PWD_43495_1
JTTRD/NIT/2024-25/001/86
Open Tender
Civil Works – Roads
Item Rate
45 days
Jorhat
Please Refer Tender documents
6 documents required · 6 mandatory
₹450
₹43,530
Yes
23 Apr 2025
17 Mar 2025
24 Mar 2025
17 Mar 2025
24 Mar 2025
17 Mar 2025
Amount
i) Meleng Meteli Road,
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) Meleng Kopadhora Road
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
M/S HIRAKJYOTI ENTERPRISE (BID ID -262729)
M/S AM CONSTRUCTION (BID ID -262923)
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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