Tender Details
Tender Title / Description
| Tender Title | Construction of Retaining wall of link road Qatilgah Hagnis via HR. Sec. School Shakar by way of Upgradation(RD0-1500) (Under D.P) |
|---|---|
| Tender Description | preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of engineer-in-charge pavement:- construction of granular sub base/ surface course with local providing / laying gsb (200mm thick) including |
| Comments | preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as perspecifications and directions of engineer-in-charge pavement:- construction of granular sub base/ surface course with local providing / laying gsb (200mm thick) including |
Important Dates
| Published Date | |
|---|---|
| Due Date | 04 Jun 2024 00:00:00 |
Estimate and EMD
| Estimated Value | 1.12 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |