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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC Accepted Vide Resolution No.4 dtd.02-03-2026 of Kodumbu GP |
| 2 | L2₹5.6 LRejected-AOC | ₹5.6 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SUNDARAN K L2 | SASI G L1 |
|---|---|---|---|---|---|
| 1.00Road Reconcreting | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 18 | cum | 73.52 ₹1,323.36 | 66.84 ₹1,203.12 |
| 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. | 18 | cum | 17.68 ₹318.24 | 16.07 ₹289.26 |
| 1.00 | OD435233/2025-2026:Granular sub base /surface course with local materials (Table 400.1) by mix in place method
normal. Construction of granular sub-base by providing local meterial spreading in uniform
layers manually mixing by mix in place method and compacting with rammers to achieve the
desired density complete as per Clause 401.4 as per Technical Specification Clause 408 | 9 | cum | 3,613.98 ₹32,525.82 | 3,285.44 ₹29,568.96 |
| 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) | 49.58 | cum | 10,520.13 ₹5.2 L | 9,563.75 ₹4.7 L |
| 1.00 | OD189867/2025-2026:Supplying and providing ready made Name board with all conveyance, labour and hire charges etc complete using hollow tube of size 80x20x1.4mm outer frame, 0.6mm thick Iron sheet of size. 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC etc complete | 1 | 1 nos | 3,371.35 ₹3,371.35 | 3,064.86 ₹3,064.86 |
Tender Value
₹5.1 L
EMD Value
₹12,706
Closing Date
21 Feb 2026, 2:00 pmClosed
ATHIRA R KUMAR
O/O THE ASSISTANT ENGINEER,LIDEW SECTION
KODUMBU GP 25-26 ATTINGAL ROAD RENOVATION P NO 114/26
2026_LSGD_836018_6
ET05/AE/LIDEW/KDB/25-26
Open Tender
Civil Works - Roads
240 days
KODUMBU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,706
Yes
28 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Road Reconcreting
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
OD435233/2025-2026:Granular sub base /surface course with local materials (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local meterial spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408
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)
OD189867/2025-2026:Supplying and providing ready made Name board with all conveyance, labour and hire charges etc complete using hollow tube of size 80x20x1.4mm outer frame, 0.6mm thick Iron sheet of size. 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC etc complete
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