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| Tender ID | 4818623 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : Annual Plan-proj No 616/26 Retarring Works To Pazhayangadi Krishibhavan Cheppilikunnu Road-ward 10- General Civil Work |
| Last Date For Submission | 10th Jul, 2026 |
| Opening Date | 10 Jul, 2026 |
| Document Cost | 555.00 |
|---|---|
| EMD | 4225.00 |
| Estimated Cost | 169000.00 |
| City | Malappuram |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | DETAILED ESTIMATE | ||
| 2 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 13.200 | cum |
| 3 | OD522596/2025-2026:(Modified from 4.1.A.1) Granular subbase with well-graded material(Table-400-1) Mix in place in Method.Construction of granular subbase by providing well-graded material speading in uniform layers with mortar graded prepared surface mixing in placing method with rotovator at OMC and compacting with plate vibrator to achieve the required density complete as per technical specification401) | 8.800 | cum |
| 4 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 13.200 | cum |
| 5 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 88.000 | sqm |
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