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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC Agmt exe |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | KAMARUDDEEN L1 | KODUVALLY BLOCK MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE WITH DR SIIDE PROTECTION | |||||
| 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. | 25.02 | cum | 14.22 ₹355.78 | 14.5 ₹362.79 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 20.85 | cum | 2,953.96 ₹61,590.07 | 3,015.51 ₹62,873.38 |
| 1.00 | OD252177/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within a lead
of 50 m.All kinds of soil | 35.96 | cum | 330.44 ₹11,883.94 | 356.72 ₹12,829.08 |
| 1.00 | OD252199/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 43.74 | cum | 3,668.39 ₹1.6 L | 3,724 ₹1.6 L |
| 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) | 34.92 | cum | 8,433.1 ₹2.9 L | 8,608.79 ₹3.0 L |
Tender Value
₹5.5 L
EMD Value
₹13,770
Closing Date
8 Oct 2025, 11:00 amClosed
ASSISTANT ENGINEER
O/O Assistant Engineer, Koduvally Muncipality
please refer tender documents
2025_LSGD_800283_1
KDLYMCP/LSGD/AE/ET06(26)/25-26
Open Tender
Civil Works - Roads
270 days
koduvally
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,215
Yes
₹13,770
Yes
26 Mar 2026
22 Sept 2025
8 Oct 2025
22 Sept 2025
8 Oct 2025
22 Sept 2025
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