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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68,136Accepted-AOC | ₹68,136 | L1 | Accepted-AOC agmt exe |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | KAMARUDDEEN L2 | Noushar pp L1 |
|---|---|---|---|---|---|
| 1.00road concrete | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 7.65 | cum | 53.42 ₹408.66 | 40 ₹306 |
| 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 | 5.1 | cum | 2,607.79 ₹13,299.73 | 2,350 ₹11,985 |
| 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) | 7.65 | cum | 7,444.85 ₹56,953.10 | 7,300 ₹55,845 |
Tender Value
₹83,376
EMD Value
₹2,084
Closing Date
24 Feb 2026, 6:00 pmClosed
Assistant Engineer
O/O AE, LSGD, KODUVALLY MUNCIPALITY
Please refer Tender documents.
2026_LSGD_836385_1
KDLYMCP/LSGD/AE/ET11(06)/25-26
Open Tender
Civil Works - Roads
270 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹2,084
Yes
4 Apr 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
road concrete
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
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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