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 Construction Of Cc Road For Hirekerur Town Chikkerur Road Backside Church Road in Haveri, Karnataka, with an estimated contract value of Rs. 16,75,699. The bid opening date for this tender is 08-01-2025 and the last date for bid submission is 27-01-2025. 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
Road Construction
Opening Date8 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 16,75,699.9 
Notes
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code12 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge 1.25mm thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border messages symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1 4 8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge MoRTH specification

1

9270

9270

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code03 - 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

39.1

8792

343772.283

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code07 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work

86.25

87

7551.1875

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code06 - 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.

86.25

108

9327.9375

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code02 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite trapbasalt 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.

18.4

5833

107344.128

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code08 - 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

57.5

507

29197.925

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code11 - 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 IS3832016, 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 incharge of the work.202324 SR Details Vol 3, Page 149 It No 16.28 Including cost and conveyance of all materials,Labour,Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc. Complete as directed as per specification and direction of Engineer in charge of the work.

64.69

7564

489346.2112

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code10 - Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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 in sub base base course on well prepared surface and compacting with vibratary roller to achieve the desired density.Laying using Mechanical paver

44.85

3335

149581.029

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code09 - Construction of Granular Sub Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading V Material

46

2561

117834.06



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