Tender Details
Tender Title / Description
| Tender Title | Construction of road from (i) Neginhal-Sanikoppa road to Kulkarni farm field and Pattihala halla to Rama Mailari farm field and Construction of C D in Neginhal farm field (ii) Sampagaon main road to Amruth Thammappa Talwar farm field (iii) Holehosur village Rudrappa Madinni farm field to M K Hubli main road of Bailhongal Taluk |
|---|---|
| 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 thorny jungle. etc as directed by the Engineer incharge of 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.;Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required and compacted to meet requirement of table No. 300-2 wi |
| 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 thorny jungle. etc as directed by the Engineer incharge of 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.;Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required and compacted to meet requirement of table No. 300-2 wi |
Important Dates
| Published Date | |
|---|---|
| Due Date | 24 Sep 2026 17:30:00 |
Estimate and EMD
| Estimated Value | 39.75 Lakh |
|---|---|
| EMD | 40000 INR |
| Processing Fee | 1000 INR |