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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-I₹20.0 LAccepted-AOC | ₹20.0 L | L-I | Accepted-AOC Accepted |
| 2 | L-II₹20.0 LRejected-AOC | ₹20.0 L | L-II | Rejected-AOC Rajected |
Tender Value
₹20.0 L
EMD Value
₹39,982
Closing Date
2 Jan 2025, 2:00 pmClosed
EE PWRD Charaideo District TRD
O/O EE PWRD Charaideo District TRD
Construction of 1. Majulichuk Ali Road and 2.Dhodar Ali to Chumonichuk Road under SOPD-G for the year 2024-25 of Charaideo DTRD, Sonari (Mahmora LAC)Pkg No.SOPD(G)/CDTRD/MAHMORA /2024-25/12
2024_PWD_41433_12
T-1/NIT/CDTRD/SNR/1066
Open Tender
Civil Works – Roads
Item Rate
90 days
Mahmora
Please refer Tender documents.
4 documents required · 4 mandatory
₹400
₹39,982
Yes
29 Mar 2025
20 Dec 2024
4 Jan 2025
20 Dec 2024
2 Jan 2025
20 Dec 2024
Amount
1. Majulichuk Ali 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 (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
2. Dhodar Ali to Chumonichuk 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 (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
Sri Akash Konwar (BID ID -253260)
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