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 Development Of Road At Ward No 17 Rajeev Gandhi Ashray Layout And Ward No 07 Paledavar Oni Ward No 12 Kundagol Tp in Dharwad, Karnataka, with an estimated contract value of Rs. 8,00,000. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 26-06-2025. 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.
Costs
EMD
₹ 10,000Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
DMA/2025-26/OW/WORK_INDENT41529Tender No
DMA/2025-26/OW/WORK_INDENT41529Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
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Documents
BOQ Items
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5.6 - Bituminous acadam Grading - for traffic 20 MSA.Providing and laying Bituminous Macadam with 120 capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Vol 3, Sl no 5.6,IRC MORTH 504 A,Pg no 31
16.88
7762
131023.9104
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6.8.4 - Providing and laying 100mm thick factory made precast M -40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions more than 20MSA upto 50MSA & for Arterial streets of approved shape and colour, laid in
required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.(WMM/WBM Base , DLC to be paid separately as per relevant technical specification). Vol 3, SL.no 6.8.4 PG no 52
140
1527
213848.6
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5.4 - Track Coat :Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Vol 3, Sl no 5.4,IRC MORTH 503 ii ,Pg no 31
337.5
14
4866.75
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2.1.6 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates
4.8
6430
30865.392
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4.1 - Addittion for FormWork, centering & Scaffolding for substructres works (Cement Concrete Drain Walls) including cost and conveyance of all materials, labour, hirecharges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc complete. the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer inc charge of the work.
12
2279
27353.28
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2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
18
6512
117228.42
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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. Vol 3, SL No 3.7, IRC MORTH 305.3.4, PG no 17
16
108
1730.4
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