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| Tender ID | 4857556 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Pro No 690/26 Ennovaion Of Arayalloor Vadakara Bye Roads And Drain Construction -in Valiyavila Ward |
| Last Date For Submission | 13th Jul, 2026 |
| Opening Date | 15 Jul, 2026 |
| Document Cost | 2760.00 |
|---|---|
| EMD | 42365.00 |
| Estimated Cost | 1694585.00 |
| City | Multi city |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Road Maintenance & Drain Construction | ||
| 2 | OD42629/2026-2027:Taking out existing CC interlocking paver blocks from footpath /central verge, including removal of rubbish etc, disposal of unsuitable material to the dumping ground, for which payment shall be made separately and stacking of serviceable materials within 50 meters lead as per direction of engineer-in-charge. For 10.00 m2 area | 262.400 | sqm |
| 3 | OD87268/2026-2027:Laying old factory made chamfered edge cement concrete interlocking paver blocks of required strength, thickness & size/shape, laid in required line, level , colour & pattern over 50mm thick compacted bed of 6mm aggregate, compacting and proper embedding/laying of interlocking paverblocks into 6mm aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with suitable aggregates etc complete all as per direction of Engineer in charge(REF:16.84 DSR) | 209.920 | sqm |
| 4 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 187.200 | sqm |
| 5 | 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. <br>(ii) Using Gravel mix soil. | 91.230 | cum |
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