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| Tender ID | 4305952 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : Mattannur Municipality P No. 492/25-26-mundorappoyil Mancherippoyil Road Renovation-general Civil Work |
| Last Date For Submission | 4th Jun, 2026 |
| Opening Date | 06 Jun, 2026 |
| Document Cost | 2760.00 |
|---|---|
| EMD | 31778.00 |
| Estimated Cost | 1271117.00 |
| City | Kannur |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Mundorappoyil Mancherippoyil road retarring | ||
| 2 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 375.000 | sqm |
| 3 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 36.000 | sqm |
| 4 | OD521957/2025-2026:Granular sub-base/base/surface course with Departmental materials(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing Department 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. &amp;lt;br&amp;gt;(ii) | 2.700 | cum |
| 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. (ii) Using Gravel mix soil. | 0.900 | cum |
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