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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42,163Accepted-AOC | ₹42,163 | L1 | Accepted-AOC L1 |
| 2 | L2₹43,428Rejected-Finance | ₹43,428 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SELVAM A L1 | RAJAN K L2 |
|---|---|---|---|---|---|
| 1.00CONCRETE | |||||
| 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. | 5.4 | cum | 65.78 ₹355.21 | 67.75 ₹365.85 |
| 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 | 2.02 | cum | 3,077.04 ₹6,231.01 | 3,169.35 ₹6,417.93 |
| 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) | 4.05 | cum | 8,784.48 ₹35,577.14 | 9,048.01 ₹36,644.44 |
Tender Value
₹42,163
EMD Value
₹1,054
Closing Date
3 Jan 2026, 6:00 pmClosed
AE
LID EW PUTHUPPADY GP
CIVIL WORK
2025_LSGD_823966_1
596/2025/AE/LSGD/PDY
Open Tender
Civil Works - Roads
180 days
PUTHUPPADY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹335
Yes
₹1,054
Yes
1 Jul 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
3 Jan 2026
26 Dec 2025
CONCRETE
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.
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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