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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | ₹1.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 LRejected-AOC | ₹1.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SIVAKUMAR V L1 | M.BABU L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE WORKS | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 3 | cum | 441.5 ₹1,324.50 | 560 ₹1,680 |
| 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 | 3 | cum | 3,337.88 ₹10,013.64 | 4,000 ₹12,000 |
| 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) | 11.52 | cum | 9,563.75 ₹1.1 L | 9,563.75 ₹1.1 L |
Tender Value
₹1.2 L
EMD Value
₹3,038
Closing Date
9 Mar 2026, 5:00 pmClosed
ASSISTANT ENGINEER, ERUTHEMPATHY GP
ASSISTANT ENGINEER, ERUTHEMPATHY GP
PROJ NO 366 MARIYAMUTHAR UNNATHI ROAD MAINTENANCE
2026_LSGD_841785_1
LSGD/CELSGD/TR/146797/2025
Open Tender
Civil Works - Roads
ERUTHENPATHY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,038
Yes
6 Jun 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
ROAD CONCRETE WORKS
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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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