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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,415.50Accepted-AOC | ₹84,415.50 | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹86,098.50Rejected-Finance | ₹86,098.50 | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | PRAMOD K M L1 | ABDUL RASHID P L2 |
|---|---|---|---|---|---|
| 1.00Road Concreting | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 10.8 | cum | 55 ₹594 | 60 ₹648 |
| 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 | 4.05 | cum | 3,200 ₹12,960 | 3,200 ₹12,960 |
| 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) | 8.14 | cum | 8,700 ₹70,861.50 | 8,900 ₹72,490.50 |
Tender Value
₹84,692
EMD Value
₹2,117
Closing Date
19 Jan 2026, 6:00 pmClosed
Aswathy S Prasad
Office of The Assistant Engineer LIDEW Section Madavoor GP
Improvement
2026_LSGD_826700_4
T9/AE/MDR/2025-26
Open Tender
Civil Works - Roads
Madavoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,117
Yes
10 Apr 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
Road Concreting
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
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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