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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC | ₹1.2 L Quoted ₹1.3 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MOOSA K.I. L1 | K I SHAJI L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | OD252490/2025-2026: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. | 92 | sqm | 183.8 ₹16,909.60 | 192.99 ₹17,755.08 |
| 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 | 22.08 | cum | 441.5 ₹9,748.32 | 463.58 ₹10,235.85 |
| 1.00 | OD159206/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade. | 4.14 | cum | 1,822.7 ₹7,545.98 | 1,913.84 ₹7,923.30 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 13.8 | cum | 2,484 ₹34,279.20 | 2,608.2 ₹35,993.16 |
| 1.00 | OD5390/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, 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. | 9.2 | sqm | 1,160 ₹10,672 | 1,218 ₹11,205.60 |
| 1.01 | OD252618/2025-2026:Providing and Laying of Departmental Interlocking Concrete Block Pavements using 80 mm
M40 hydraulic blocks of approved size, design & shape, 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 Engineer in charge. | 82.8 | sqm | 295.18 ₹24,440.90 | 309.94 ₹25,663.03 |
| 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) | 2.54 | cum | 9,186 ₹23,314.07 | 9,645.3 ₹24,479.77 |
Tender Value
₹1.3 L
EMD Value
₹3,173
Closing Date
8 Sept 2025, 6:55 pmClosed
Assistant Engineer
Assistant Engineer Eloor municipality
Annual Plan-Eloor Municipality - Project No. 197-KANAPPILLY BYELINE ROAD 2 RENOVATION WARD-5-General Civil Work
2025_LSGD_792649_1
197/ET/AE/LSGD/ELR/2025-26
Open Tender
Civil Works - Buildings
240 days
Eloor municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹3,173
5 Feb 2026
2 Sept 2025
10 Sept 2025
2 Sept 2025
8 Sept 2025
2 Sept 2025
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