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 Cc Road From Erupanna Thata Kaman To Eurupanna Thata Temple At Heroor Of Kanakagiri Constituency In Gangavathi Taluka Of Koppal District Under 5054 Head Of Account in Koppal, Karnataka, with an estimated contract value of Rs. 39,96,202. The bid opening date for this tender is 09-06-2025 and the last date for bid submission is 26-06-2025. 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.
Costs
EMD
₹ 63,000Document Cost
Refer DocumentsTender Fee
₹ 1,000
Description
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Contact
Tender Id
RDPR/2025-26/EL/WORK_INDENT15923Tender No
RDPR/2025-26/EL/WORK_INDENT15923Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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1.8 - 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.Cost per m
569.4
497
283390.38
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16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work
379.6
7091
2692009.32
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3.7 - 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.
284.7
110
31388.175
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4.14 - Providing, laying, spreading and compacting stone aggregates of
specific sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling with
vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density.Using Screening Crushable type such as Moorum or Gravel
142.35
2198
312984.945
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3.6 - Construction of Subgrade and Earthen Shoulders 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 slope and compacted to meet requirement of table No. 300-2
219
517
113365.35
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