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| Tender ID | 4343036 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : Amrut-amrut 2.0-pookode Zonal-navajeevan Road Balance Portion- Ward 35-guruvayur Municipality-general Civil Work |
| Last Date For Submission | 26th May, 2026 |
| Opening Date | 26 May, 2026 |
| Document Cost | 1180.00 |
|---|---|
| EMD | 13358.00 |
| Estimated Cost | 534326.00 |
| City | Guruvayur |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Restoration of road | ||
| 2 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 31.725 | cum |
| 3 | OD23096/2026-2027: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. | 21.150 | cum |
| 4 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 73.725 | cum |
| 5 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 491.500 | sqm |
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