Tender Details
Tender Title / Description
| Tender Title | Road from Shivajinagar Doni Road in Mundargi Taluk to Yettinagudda (from km 0.00 to 2.50), from Shantavva Channappa Nayakas farm in Murudi Tanda to Ashwath Metis farm (from km 0.00 to 1.90) and from Manappas farm in Murudi Tanda to Venkatesh Vaddaras farm (from km 0.00 to 2.00) and road improvement from Bharamappa Kurubas farm in Murudi Tanda village to Ratnappa Karabaris farm (from km 0.00 to 2.60) (Reserve for CAT-I) |
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| 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.;surface drain in soil construction of unlined surface drains of average crosssectional 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. (b) by mechanical means,;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 |
| 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.;surface drain in soil construction of unlined surface drains of average crosssectional 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. (b) by mechanical means,;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 |
Important Dates
| Published Date | |
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| Due Date | 08 May 2026 00:00:00 |
Estimate and EMD
| Estimated Value | 18.46 Lakh |
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| EMD | 0 INR |
| Processing Fee | 0 INR |