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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40,531Accepted-AOC | ₹40,531 | L1 | Accepted-AOC L1 |
| 2 | L2₹54,292Rejected-Finance MADAARI HOUSE CHERUPPA P O 673661 | CHERUPPA | KOZHIKODE | KERALA | 673661 | ₹54,292 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ABDUL SALEEM M L1 | MUBASHIR M L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 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. | 5.05 | cum | 50 ₹252.5 | 2,000 ₹10,100 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 2.52 | cum | 2,900 ₹7,322.5 | 4,000 ₹10,100 |
| 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) | 3.79 | cum | 8,700 ₹32,955.6 | 9,000 ₹34,092 |
Tender Value
₹41,377
EMD Value
₹1,034
Closing Date
6 Feb 2026, 6:00 pmClosed
AE
LID EW PUTHUPPADY GP
CIVIL WORK
2026_LSGD_832111_1
530/2025/AE/LSGD/PDY
Open Tender
Civil Works - Roads
180 days
PUTHUPPADY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹335
Yes
₹1,034
Yes
9 Jul 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING | |||||
| 1.001 | 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. | 1 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 1 | 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) | 1 | cum | - | - |
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