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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹3.8 L
EMD Value
₹9,523
Closing Date
23 Feb 2024, 6:00 pmClosed
SUMISHA
Office of the Assistant Engineer LIDEW Section Pallikkara Grama Panchayat
KUNNUCHI CHEECHANGANAM VAYAL ROAD IMPROVEMENT
2024_LSGD_658400_6
06/2023-24/AE/LSGD/PKGP
Open Tender
Civil Works - Roads
Item Rate
Pallikkara Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
Yes
₹9,523
Yes
6 Apr 2024
15 Feb 2024
24 Feb 2024
15 Feb 2024
23 Feb 2024
15 Feb 2024
Amount
Road improvement
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.
OD381298/2023-2024:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14: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.
ANEESH T G
Mohammed Ali M
Bidder Name
P YOUSUF
Mohammed Ali M
ANEESH T G
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1019602.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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