Tender Details
Tender Title / Description
| Tender Title | GENERAL SF Work 2025 26 Providing BM BC to Ilayidathupadi Kannuvelikkavu Kshethram Parayarukaala Kshethram Kanikkavanchi Moolappalam Chuvadu Panchayath Office Road Piralasserry Sree Bhadradevi Kshethram Road in Chengannur LAC General Civil Work |
|---|---|
| Tender Description | appendix a improvements of roadway 3.6:excavation for roadwork in soil with hydraulic excavator of 0.9 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 within all lifts and lead upto 1000m od69275/2025-2026: scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by mechanical means 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, laying, spreading and compacting graded stone aggreg |
| Comments | appendix a improvements of roadway 3.6:excavation for roadwork in soil with hydraulic excavator of 0.9 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 within all lifts and lead upto 1000m od69275/2025-2026: scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by mechanical means 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, laying, spreading and compacting graded stone aggreg |
Important Dates
| Published Date | |
|---|---|
| Due Date | 24 Mar 2026 00:00:00 |
Estimate and EMD
| Estimated Value | 5.88 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |