Tender Details
Tender Title / Description
| Tender Title | Improvement of Ainaki road from Nagena Halla in Abbigeri village Rona taluk 2)Improvement of Savadi (halla path) road in Abbigeri village Rona taluk 3)Improvement of Rona to Abbigeri road in Rona taluk 4)Improvement of Rona to Hullur road in Rona taluk 5)Improvement of Rona to Savadi Inside road in Rona taluk 6)Improvement of Rona to Itagi Inside road in Rona taluk |
|---|---|
| Tender Description | clearing and gurbbing road land : clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. (ii) by mechanical means (b) in area of thorny jungle. [common pwd sr 2023-24, volume-3, pg no-9, i.no- 2.5 (ii) (a)];compacting original ground supporting embankment 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. [common pwd sr 2023-24, volume-3, , pg no-17, i.no. 3.7];construction of subgrade and earthen shoulders : construction of sub-grade and eart |
| Comments | clearing and gurbbing road land : clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. (ii) by mechanical means (b) in area of thorny jungle. [common pwd sr 2023-24, volume-3, pg no-9, i.no- 2.5 (ii) (a)];compacting original ground supporting embankment 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. [common pwd sr 2023-24, volume-3, , pg no-17, i.no. 3.7];construction of subgrade and earthen shoulders : construction of sub-grade and eart |
Important Dates
| Published Date | |
|---|---|
| Due Date | 08 May 2026 00:00:00 |
Estimate and EMD
| Estimated Value | 23.5 Lakh |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |