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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC ADMIITED DUE TO LOWER RATE | |
| 2 | L2₹3.6 L+₹8,764.45 (2.48%)Rejected-AOC KOLLAM KERALA | PATHANAMTHITTA | KERALA | 689694 | L2 | Rejected-AOC REJECTED DUE TO HIGHER RATE |
Tender Value
₹3.8 L
EMD Value
₹9,527
Closing Date
15 Mar 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE KUNNUMMAL GP
AE KUNNUMMAL GP
Annual Plan Construction of Kizhakke thengumathara navathumakandi road Project No 213 24 25 in Kunnummal GP General Civil Work
2025_LSGD_747965_1
AE/LSGD/KGP/TN43/24-25
Open Tender
Civil Works - Roads
Item Rate
KUNNUMMAL GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹840
Yes
₹9,527
Yes
4 Apr 2025
8 Mar 2025
17 Mar 2025
8 Mar 2025
15 Mar 2025
8 Mar 2025
Amount
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
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.
LANEESH O (BID ID -2155986)
Bidder Name
sijinjith ap
LANEESH O
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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