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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | RENNY MON L2 | Sinoj M George L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 32.85 | cum | 77.07 ₹2,531.75 | 65.73 ₹2,159.23 |
| 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. (ii) Using Gravel mix soil. | 16.43 | cum | 2,339.05 ₹38,418.90 | 2,326.35 ₹38,210.30 |
| 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) | 32.85 | cum | 9,010.01 ₹3.0 L | 8,952.02 ₹2.9 L |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 4.38 | cum | 55.35 ₹242.43 | 53.08 ₹232.49 |
Tender Value
₹3.4 L
EMD Value
₹8,409
Closing Date
5 Jan 2026, 6:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW Section, West Eleri GP,PIN671314
West Eleri GP- PR.NO.359/2025-26-Vazhapalli - Ottavayal Road Concrete
2025_LSGD_823735_8
AE/LSGD/WEGP/05/TN/2025-26
Open Tender
Civil Works - Roads
300 days
WEST ELERI GRAMA PANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹745
Yes
₹8,409
Yes
18 Mar 2026
27 Dec 2025
7 Jan 2026
27 Dec 2025
5 Jan 2026
27 Dec 2025
Amount
Road Concrete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
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. (ii) Using Gravel mix soil.
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
RENNY MON (BID ID -2453118)
Bidder Name
RENNY MON
Sinoj M George
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