Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4300592 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : Ncfrw Kodungallur Municipality 2025 26 Ncfrw Krishnan Master Road In Ward 32 Sl No 4 720 2025 06 11 25 General Civil Work |
| Last Date For Submission | 25th May, 2026 |
| Opening Date | 25 May, 2026 |
| Document Cost | 1870.00 |
|---|---|
| EMD | 21184.00 |
| Estimated Cost | 847343.00 |
| City | Kodungallur |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Road Retarring | ||
| 2 | OD416603/2025-2026:Scrarifying the existing bituminous road surface to a depth of 50mm and disposal of scrarified material with in all lifts and lead upto 1km (by mechanical means | 482.500 | sqm |
| 3 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1.853 | cum |
| 4 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 87.190 | sqm |
| 5 | 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 | 38.041 | cum |
Ending Today