Tender Details
Tender Title / Description
| Tender Title | GENERAL Navakerala Sadass 2024 25 Improvements to Chengala Akkarangara Bevinje road between KM 1 200 to 2 000 in Kasaragod LAC General Civil Work |
|---|---|
| Tender Description | appendix a:-road pavement work 3.7:excavation for roadway in ordinary rock with hydraulic excavator of 0.9 bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. 3.9:excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres 4.1.b.1:construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at omc, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. grading-v - for sub-base drainage layer - mix in place method 4.12:providing, lay |
| Comments | appendix a:-road pavement work 3.7:excavation for roadway in ordinary rock with hydraulic excavator of 0.9 bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. 3.9:excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres 4.1.b.1:construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at omc, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. grading-v - for sub-base drainage layer - mix in place method 4.12:providing, lay |
Important Dates
| Published Date | |
|---|---|
| Due Date | 02 Feb 2026 00:00:00 |
Estimate and EMD
| Estimated Value | 3.21 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |