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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC CHERUVATHUR KASARGOD KERALA | CHERUVATHUR | KASARGOD | KERALA | L1 | Accepted-AOC lower rate hence admitted | |
| 2 | L2₹4.9 L+₹18,714.99 (3.99%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence the tender is Not admitted |
Tender Value
₹4.3 L
EMD Value
₹10,702
Closing Date
12 Sept 2023, 3:00 pmClosed
Sreena.S.N
Assistant Engineer,Office of the The Assistant Executive Engineer LID EW Subdivision Wadakkanchery Block Panchayat
kollamakku Valavu Bypass Road Construction Mullurkkara Gramapanchayath
2023_LSGD_598939_1
WBP/TN-30/2023-24/Kollamakku valavu road
Open Tender
Civil Works - Roads
Item Rate
180 days
Mullurkara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹945
Yes
₹10,702
Yes
17 Oct 2023
26 Aug 2023
14 Sept 2023
26 Aug 2023
12 Sept 2023
26 Aug 2023
Amount
Road Concreting
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
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. <br>(ii) Using Gravel mix soil.
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)
M H ABDUL AZEES
Bidder Name
abdul nasar m h
M H ABDUL AZEES
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_889265.pdf
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