Tender Details
Tender Title / Description
| Tender Title | Improvements to Arsikere to Kaimara via Bendekere, Kurubarahalli, Kodihalli, Ranganayakanakoppalu and Garudanagiri (NH-257) Road via Nayakarahatti to Byragondanahalli Gollarahatti road in Arsikere Tq |
|---|---|
| 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 - in area of light jungle ---- with all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the engineer-in-charge of work.;surface drains in soil - construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307. - mechani |
| 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 - in area of light jungle ---- with all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the engineer-in-charge of work.;surface drains in soil - construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per technical specification clause 307. - mechani |
Important Dates
| Published Date | |
|---|---|
| Due Date | 13 May 2026 00:00:00 |
Estimate and EMD
| Estimated Value | 79.9 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |