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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC Valid |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC Valid |
| Sl No | Description | Qty | Unit | arun mohanan L2 | SANJITH KHAN M L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | OD522423/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up o 50m and lift up to 1.5m in all kinds of soil. | 234 | sqm | 45 ₹10,530 | 34.14 ₹7,988.76 |
| 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 | 23.4 | cum | 3,337.88 ₹78,106.39 | 3,100.89 ₹72,560.83 |
| 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) | 35.1 | cum | 9,563.75 ₹3.4 L | 8,884.72 ₹3.1 L |
Tender Value
₹4.2 L
EMD Value
₹10,560
Closing Date
24 Mar 2026, 5:00 pmClosed
Assistant Engineer
LIDEW Section Pudur Grama Panchayath Pudur
Roads
2026_LSGD_847241_10
5/ET/AE/LIDEW/PGP/2025-26
Open Tender
Civil Works - Roads
PUDUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,560
Yes
19 May 2026
16 Mar 2026
26 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
ROAD CONCRETE
OD522423/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up o 50m and lift up to 1.5m in all kinds of soil.
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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