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 Improvements To Road From Apmc To Cattle Market At Ward No.03 Zone-03 Dharwad in Dharwad, Karnataka, with an estimated contract value of Rs. 42,00,000. The bid opening date for this tender is 18-02-2025 and the last date for bid submission is 06-03-2025. 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

Opening Date18 Feb 2025
Closing Date6 Mar 2025
Tender Amount₹ 42,00,000 
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2.1.6 - Providing and laying in position plain 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 machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24Vol No.01, P.No.15, SI No.2.1.6)

28.8

6555

188788.32

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2.1.4 - Providing and laying in position plain 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 machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol No.01 P.No.15 SI No.2.1.4)

39.02

6527

254716.707

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112 Bridges SI No.01 - Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding For Bridges Solid Slab Super Structure Percentage on finished rate of concrete per m3 20%(.PWD SR 2023-24 Vol No.01 P.No.112 Bridges SI No.01)

2.52

1330

3353.0112

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4.17 - Wet Mix Macadam (Plant mix method) 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 pacting with vibratory roller to achieve the desired density. (.PWD SR 2023-24 Vol No.03 P.No.26 SI No. 4.17 MoRT&H spec.406A)

162

2686

435285.9

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1.12 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD SR 2023-24 Vol No.01 P.No.8 SI No. 1.12)

108

99

10773

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8.15 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (.PWD SR 2023-24 Vol No.03 P.No.67 SI No.8.15 MoRT&H spec.803)

108

556

60102

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111 SI No.04 - Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls Percentage on finished rate of concrete per m3 35% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.04)

61.56

2323

143046.972

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3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24 Vol No.03 P.No.17 SI No.3.1 MoRT&H spec.301)

234.72

89

20948.76

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2.4.3 - Providing and laying in position Reinforced 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 necesary, 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 17 Item No.Description of Item Unit Rate Rs.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates aggregates es (PWD SR 2023-24 Vol No.01 P.No.16 SI No.2.4.3)

2.52

6652

16765.056

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1.4.1 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. 1.4.1 In all kinds of soils Depth upto 1.5 m (PWD SR 2023-24 Vol No.01 P.No.05 SI No. 1.4.1 )

234.72

254

59642.352



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