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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | ₹1.4 L | 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 | 3.15.1: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. | 21.76 | cum | 12.33 ₹268.30 | 15 ₹326.40 |
| 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 | 10.6 | cum | 2,561.64 ₹27,140.58 | 2,200 ₹23,309 |
| 1.00 | OD450735/2025-2026: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) | 15.89 | cum | 7,031.81 ₹1.1 L | 6,950 ₹1.1 L |
| 1.00 | OD451012/2025-2026:Supplying and fixing "Shila Phalakam" with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and/or Malayalam letters of specified size on Hard stone including all cost, conveyance, labour charges etc complete | 1 | each | 1,935.65 ₹1,935.65 | 3,000 ₹3,000 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
24 Feb 2026, 6:00 pmClosed
Assistant Engineer
O/O AE, LSGD, KODUVALLY MUNCIPALITY
Please refer Tender documents.
2026_LSGD_836731_1
KDLYMCP/LSGD/AE/ET11(11)/25-26
Open Tender
Civil Works - Roads
180 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,237
Yes
4 Apr 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
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.
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
OD450735/2025-2026: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)
OD451012/2025-2026:Supplying and fixing "Shila Phalakam" with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and/or Malayalam letters of specified size on Hard stone including all cost, conveyance, labour charges etc complete
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