Rural Development And Panchayat Raj Department Tender

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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Construction Of C C Road And Gutter From Ambedkar Colony At Halaga Village And Kangrali Kh Village In Belagavi Taluka in Belagavi, Karnataka, with an estimated contract value of Rs. 99,82,027. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 09-06-2025. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Road Construction
Opening Date27 May 2025
Closing Soon9 Jun 2025
Tender Amount₹ 99,82,027.24 
Notes
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Costs

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code04 - By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

142.35

2432

346195.2

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code08 - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. comp with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

711.75

70

49822.5

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code03 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

398.58

474

188926.92

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code02 - 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, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

398.58

105

41850.9

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code01 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

2657.2

6

15943.2

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code05 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density with all lead, lifts, loading & unloading charges including cost and conveyance of all materials, labour, equipments and other incidental charges required for successfull completion of work etc., complete as per specifications and as per the directions of the Engineer incharge of the work.

284.7

2559

728547.3



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