Directorate Of Municipal Administration Tender

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The DMA has issued a formal invitation for competitive bids for the Directorate Of Municipal Administration project, for Layng Of Pavers And Balance Work Of Cc Drain Behind Of Madina Masjid At Ward No 10 Ilahi Colony Gangavathi City Limits (category-iia) in Koppal, Karnataka, with an estimated contract value of Rs. 2,50,557. The bid opening date for this tender is 23-05-2025 and the last date for bid submission is 09-06-2025. Interested bidders for Directorate Of Municipal Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Directorate Of Municipal Administration - DMA Tender

Works
Civil And Construction
Drainage Work
Opening Date23 May 2025
Closing Soon9 Jun 2025
Tender Amount₹ 2,50,557.24 
Notes
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code05 - Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications

132

1202

158697

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code02 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification h. All other type of structures SR 2023-24 , Page No-18, I. No.2.11.C Vol -1

0.191

90754

17334.13815

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code03 - 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. 300-2P

19.8

517

10249.47



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