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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₹2.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.3/1 dtd17/02/25 of KARADKA GP | |
| 2 | L2₹3.0 L+₹7,556.27 (2.62%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹3.0 L+₹15,266 (5.30%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹3.8 L
EMD Value
₹9,534
Closing Date
10 Feb 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AFSAL C
O/o ASSISTANT ENGINEER, LID EW KARADUKKA GP
PROJECT NO 309/2024-25 IDUVANDE MOOLA IDUVANDE ST COLONY ROAD CONCRETE WARD 6 IN KRADKA GP
2025_LSGD_733311_5
ET02/2024/AE/LIDEW/KRDK
Open Tender
Civil Works - Others
Item Rate
180 days
Karadka
Please refer Tender documents.
7 documents required · 7 mandatory
₹845
Yes
₹9,534
Yes
23 May 2025
3 Feb 2025
12 Feb 2025
3 Feb 2025
10 Feb 2025
3 Feb 2025
3 Feb 2025 - 10 Feb 2025
Amount
ROAD CONCRETE
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.
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)
3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means
C SULAIMAN (BID ID -2100748)
Krishnayya Ballal (BID ID -2098313)
Bidder Name
C SULAIMAN
ABDUL KHADER FAIZAL A M
Krishnayya Ballal
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1173252.pdf
boq_comp_chart.xlsx
xlsx
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