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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC 207976.01 |
| 2 | Rejected-Technical | - | - | Rejected-Technical ACCEPTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical ACCEPTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical ACCEPTED |
| 5 | Rejected-Technical KALPATHUR | - | - | Rejected-Technical ACCEPTED |
| Sl No | Description | Qty | Unit | RATHEESHKUMAR V K L4 | PADMANABHAN L2 | RLCCS ltd L5 | RAHUL C M L3 | KARUNAKARAN P L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 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. | 23.43 | cum | 40 ₹937.2 | 13.11 ₹307.17 | 14 ₹328.02 | 50 ₹1,171.5 | 12.74 ₹298.5 Lowest |
| 1.00 | 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. | 15.62 | cum | 2,100 ₹32,802 | 2,020.72 ₹31,563.65 | 2,283 ₹35,660.46 | 2,000 ₹31,240 | 1,963.64 ₹30,672.06 Lowest |
| 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) | 23.43 | cum | 8,200 ₹1,92,126 | 7,774.26 ₹1,82,150.91 | 8,784 ₹2,05,809.12 | 8,100 ₹1,89,783 | 7,554.65 ₹1,77,005.45 Lowest |
Tender Value
₹2.4 L
EMD Value
₹6,046
Closing Date
2 Mar 2026, 4:15 pmClosed
ASSISTANT ENGINEER ,MOODADI GP
ASSISTANT ENGINEER ,MOODADI GP
P R O J E C T N O 3 6 5 - K O M A T H U CHEMBOTTU PARAMBATH ROAD WARD 10
2026_LSGD_835746_6
AE/MDY/TENDER/94/P/2025-26
Open Tender
Civil Works - Roads
Item Rate
MOODADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹6,046
Yes
8 Sept 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
23 Feb 2026 - 28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 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. | 23.43 | cum | - | - |
| 1.002 | 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. | 15.62 | cum | - | - |
| 1.003 | 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) | 23.43 | cum | - | - |
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