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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC As per quoted | |
| 2 | L2₹5.9 L+₹3,707.28 (0.64%)Rejected-AOC N A | NA | NA | 121004 | L2 | Rejected-AOC Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹6.4 L
EMD Value
₹16,100
Closing Date
18 Feb 2025, 11:00 amClosed
Assistant Engineer
Assistant Engineer, LID EW section ,Koovappady
Annual Plan-Project No.296/2024-25- Padikkalappara Aryampadam Anganwadi No. 144 Road Maintenance in Ward 15 Koovappady G.P.
2025_LSGD_735204_1
04/T5/AE/LIDEW/KVPDY/24-25
Open Tender
Civil Works - Roads
Item Rate
365 days
Koovappady GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,420
₹16,100
26 Apr 2025
10 Feb 2025
22 Feb 2025
10 Feb 2025
18 Feb 2025
10 Feb 2025
Amount
Interlock
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) 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. (i) For Grading I Material
OD340824/2024-2025:Supplying and laying Interlocking tile of 80 mm or nearest size thickness having M 40 Minimum Compressive Strength after providing a layer of 6 mm aggregate for 5 cm thickness. Laying interlock tiles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc.; complete.
OD340825/2024-2025:Providing Plain cement concrete for road work Exclusive of form work, CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using Needle Vibrator, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
Musammil (BID ID -2113216)
P V OUSEPH (BID ID -2108397)
DAISY JOSEPH (BID ID -2112974)
Bidder Name
P V OUSEPH
SHINOJ A S
Musammil
DAISY JOSEPH
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1177390.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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