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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,534.36Accepted-AOC | ₹84,534.36 | L1 | Accepted-AOC AGMT EXE |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SALEEKH K P L2 | SHIHABUDHEEN V T L1 |
|---|---|---|---|---|---|
| 1.00Footpath Concrete | |||||
| 1.00 | 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. | 11.08 | cum | 15.25 ₹168.91 | 14.81 ₹164.04 |
| 1.00 | OD323349/2025-2026:Filling with Quarry muck<br>Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade | 5.62 | cum | 972.32 ₹5,469.30 | 944 ₹5,310 |
| 1.00 | 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) | 9 | cum | 9,048.01 ₹81,432.09 | 8,784.48 ₹79,060.32 |
Tender Value
₹84,536
EMD Value
₹2,113
Closing Date
20 Jan 2026, 6:00 pmClosed
Assistant Engineer
O/O AE, LID and EW, KODUVALLY MUNCIPALITY
Please refer Tender documents.
2025_LSGD_816218_2
KDLYMCP/LSGD/AE/ET08(19)/25-26
Open Tender
Civil Works - Others
270 days
Koduvally Muncipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹2,113
Yes
1 Apr 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
Footpath 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.
OD323349/2025-2026:Filling with Quarry muck<br>Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade
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)
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