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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.3 L+₹3.0 L (235.5%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PIONEER TRADERS AND CONTRACTORS L1 | JOSE M P L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 2.97 | cum | 1,834.08 ₹5,449.05 Lowest | 5,000 ₹14,855 |
| 1.00 | OD300426/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ Roads, including removal of rubbish etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 81.75 | sqm | 183.8 ₹15,025.65 Lowest | 2,500 ₹2,04,375 |
| 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 | 2.62 | cum | 3,337.88 ₹8,761.94 Lowest | 4,500 ₹11,812.5 |
| 1.00 | OD300432/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using Departmental blocks laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 35 | sqm | 295.18 ₹10,331.3 Lowest | 5,000 ₹1,75,000 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 12.41 | cum | 441.5 ₹5,479.02 Lowest | 1,000 ₹12,410 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 8.92 | cum | 9,186.73 ₹81,927.26 | 850 ₹7,580.3 Lowest |
Tender Value
₹1.3 L
EMD Value
₹3,174
Closing Date
14 Jan 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer Office, LID and EW, Vazhakulam
Annual Plan-VZKLM GP 370/2025-26 -Avoiding water Logging at Chalelippadam Road ward 13-Retender
2025_LSGD_811744_24
8/2025/AE/LIDEW/VZKLM
Open Tender
Civil Works - Roads
Item Rate
180 days
MARAMPALLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,174
Yes
10 Apr 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
14 Jan 2026
6 Jan 2026
Amount
Road Maintenance
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
OD300426/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ Roads, including removal of rubbish etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
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
OD300432/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using Departmental blocks laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
JOSE M P (BID ID -2457508)
Bidder Name
JOSE M P
PIONEER TRADERS AND CONTRACTORS
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