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Tender ID
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₹4.0 LAccepted-AOC KAYAMKULAM MUNICIPALITYMUNICIPALITY | KOTTAYAM | KERALA | 686102 | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide Resolution No. /Order No. 4 05/03/2025 of Kayamkulam MuncipalityMunicipality | |
| 2 | L2₹4.1 L+₹14,396 (3.63%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence the tender is Not admitted | |
| 3 | L3₹4.2 L+₹26,664 (6.73%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹4.2 L
EMD Value
₹10,576
Closing Date
14 Feb 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Asha Raj R
OFFICE OF ASSISTANT EXECUTIVE ENGINEER OFFICE KAYAMKULAM MUNICIPALITY
Annual Plan Muheydeenpalli Kunneyath Road Maintainance Ward 4 Kayamkulam Muncipality ProjNo 618 Muheydeenpalli Kunneyath Road 618 2024 25 General Civil Work
2025_LSGD_735461_6
PW1-1875/24
Open Tender
Civil Works - Roads
Item Rate
180 days
KAYAMKULAM MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,576
Yes
26 Jun 2025
7 Feb 2025
15 Feb 2025
7 Feb 2025
14 Feb 2025
7 Feb 2025
7 Feb 2025 - 14 Feb 2025
Amount
Interlock
OD246795/2024-2025:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD351397/2024-2025:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller
ASHRAF E M (BID ID -2103267)
Hashim (BID ID -2103316)
Bidder Name
ASHRAF E M
MUHAMMED SADIQ
Hashim
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1178302.pdf
boq_comp_chart.xlsx
xlsx
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