Tender Details
Tender Title / Description
| Tender Title | Improvements of road from Diggewadi-Shivashakti factory main road to Bane farm and Diggewadi-Shivashakti factory main road to Hanuman temple of Soudattiwadi in raibag taluka and Constituency of Belagavi District. |
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| Tender Description | Clearing and grubbing Road land. 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. (ii) By Mechanical Means using Dozer (b) In area of thorny jungle, with all lead and lifts.;Compacting Original ground : 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 with all lead and lift;Construction of Subgrade and Earthen Shoulders : Construction of sub-grade and earthen shoulders with approved m |
| Comments | Clearing and grubbing Road land. 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. (ii) By Mechanical Means using Dozer (b) In area of thorny jungle, with all lead and lifts.;Compacting Original ground : 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 with all lead and lift;Construction of Subgrade and Earthen Shoulders : Construction of sub-grade and earthen shoulders with approved m |
Important Dates
| Published Date | |
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| Due Date | 24 Sep 2026 17:30:00 |
Estimate and EMD
| Estimated Value | 16.92 Lakh |
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| EMD | 21500 INR |
| Processing Fee | 500 INR |