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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-II₹44.1 LAccepted-AOC | ₹44.1 L | L-II | Accepted-AOC L-II |
| 2 | L-I₹44.1 LRejected-AOC | ₹44.1 L | L-I | Rejected-AOC Rate quoted more then ten percent below |
Tender Value
₹49.0 L
EMD Value
₹98,092
Closing Date
9 Jan 2025, 2:00 pmClosed
EE PWRD Teok and Mariani TRD
O/O EE PWRD Teok and Mariani TRD
Construction of(1)Neol Gaon to Lality Road(2)Neol Gaon to Jonaki Tiniali Road under TMTRD for the year 2024-25 under SOPD-G in Teok LAC.
2024_PWD_41574_6
III/14/3807
Open Tender
Civil Works – Roads
Item Rate
90 days
Teok
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹98,092
Yes
24 Feb 2025
23 Dec 2024
10 Jan 2025
23 Dec 2024
9 Jan 2025
23 Dec 2024
Amount
(I) Neol Gaon to Lality Road:- Heavy Dressing : 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.
Gravel/Soil-Aggregregate surface course : 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
(II) Neol Gaon to Jonaki Tiniali Road:- Heavy Dressing : 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.
Gravel/Soil-Aggregregate surface course : 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
Sri Nitul Sarmah (BID ID -254542)
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