Tender Details
Tender Title / Description
| Tender Title | Improvement of road connecting from Doddakanamavalli to Chikkakanamavalli coming under HRBC, Improvement of road in Honnapura village limits & R/s branch canal of Dy. 05 of HRBC, Improvement of service road from SC colony to Diddiyamma temple along Dy. 09 of HRBC, Construction of Sopanum to Cauvery river in Chamarayanakote village coming under Dy 05 of HRBC |
|---|---|
| Tender Description | clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness., by mechanical means using dozer (i) in area of light jungle complete with all lead and lifts and as per the direction of engineer incharge of the work.;loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.complete with all lead and lifts and as per the direction of engineer incharge of the work.;earth work excavation for foundation by mechanical means for all works & depth upto 3 m, as per |
| Comments | clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness., by mechanical means using dozer (i) in area of light jungle complete with all lead and lifts and as per the direction of engineer incharge of the work.;loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.complete with all lead and lifts and as per the direction of engineer incharge of the work.;earth work excavation for foundation by mechanical means for all works & depth upto 3 m, as per |
Important Dates
| Published Date | |
|---|---|
| Due Date | 10 Feb 2026 00:00:00 |
Estimate and EMD
| Estimated Value | 3.99 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |