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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.4 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder has the lowest bid and fulfills all the tender requirements | |
| 2 | L2₹45.7 L+₹23,746.95 (0.52%)Rejected-AOC | L2 | Rejected-AOC higher bid |
Tender Value
₹41.8 L
EMD Value
₹83,611
Closing Date
12 Jul 2023, 2:00 pmClosed
The Executive Engineer PWRD, Majuli Dist. TRD
The Executive Engineer P.W.R.D. Majuli Dist TRD, Garamur
Improvement of permanent Helipad at Kerelagaon Majuli for the proposed visit of Honorable prime Minister of India at Kerela gaon Majuli under SOPD G for the year 2022 23 Majuli LAC
2023_PWD_31335_6
MDTRD/450
Open Tender
Civil Works
Item Rate
30 days
Kerelagaon
Please refer Tender documents.
4 documents required · 4 mandatory
₹840
₹83,611
Yes
11 Oct 2023
22 Jun 2023
12 Jul 2023
23 Jun 2023
12 Jul 2023
23 Jun 2023
23 Jun 2023 - 12 Jul 2023
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means, (A) In area of non thorny jungle
Construction of Embankment with Material Obtained from Borrow Pits: 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 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: 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
Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method, 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. For Grading II Material
MANASH PRATIM KHANIKAR
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