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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 Cr+₹1,024.52 (<0.01%)Rejected-Finance | ₹1.6 Cr+₹1,024.52 (<0.01%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 5 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
13 Jan 2025, 2:00 pmClosed
ADDITIONAL CHIEF ENGINEER PWD ROADS TEZPUR ZONE TE
ADDITIONAL CHIEF ENGINEER PWD ROADS TEZPUR ZONE TEZPUR
Temporary Restoration of Flood Damage Road from Hantapara to Tengabori Road for the year 2024-25 in Biswanath District Behali LAC)
2025_PWD_41900_1
ACE/T/NIT/7/Pt-II/2017-18/5 - B Dated 23-12-2024
Open Tender
Civil Works – Roads
Item Rate
120 days
BIHALI
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,000
₹3.2 L
Yes
24 Feb 2025
5 Jan 2025
13 Jan 2025
5 Jan 2025
13 Jan 2025
5 Jan 2025
5 Jan 2025 - 13 Jan 2025
Amount
Heavy dressing of the existing road including dressing high spots and filling low sopts, cambering watering rolling with 8 to 10 tonne roller to obtain a specified compection 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 Spwcification and as directed by the Engineer.
Embankment Construction 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 requirment of table 300-1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & 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 (ii) From Private Land
Construction of granular Sub base-course by providing well graded material, spreding 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.
ROBERT PHUKAN (BID ID -254998)
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