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 Crematoria For Dhor And Machagar Samaj Continuation Work In Ward No. 12 Of Kalaghatagi Town. in Dharwad, Karnataka, with an estimated contract value of Rs. 4,37,855. The bid opening date for this tender is 02-06-2025 and the last date for bid submission is 17-06-2025. 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
Civil Works Others
Excavation
Opening Date2 Jun 2025
Closing Soon17 Jun 2025
Tender Amount₹ 4,37,855.39 
Notes
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Costs

Summary

Development Of Crematoria For Dhor And Machagar Samaj Continuation Work In Ward No. 12 Of Kalaghatagi Town.

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PWD SR 2024-25, Vol: 2 P.NO.9 I.No: 5.1.1 - Providing Random Rubble Masonry with hard stone in foundation and plinth including levelling up with Cement Concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

2.02

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11674.2466

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1

1938

1938.46

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PWD SR 2024-25 Vol: 5 P.NO.131 I.No:11.12.6 - Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any

2

275

550.02

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PWD SR 2024-25 Vol:1 P.NO.16 I.No:2.4.2 - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates - 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.

1.65

6512

10745.9385

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PWD SR 2024-25 Vol: 1 P.NO. 5 I.No: 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

86.96

249

21675.6496

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PWD SR 2024-25 Vol:1 P.NO.7 I.No: 1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications

86.96

164

14331.008

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PWD SR 2024-25, Vol:2 P.NO.41 I.No: 8.3.2 - Providing 20 mm Cement Plaster of mix :1:6 (1 cement: 6 fine sand) to Brick/Stone Masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.

33.38

13

446.9582

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PWD SR 2024-25 Vol:1, P.NO.111, I.No:Addendum-I - Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Foundation upto Plinth - b. All other types form works consider 3%

7.07

1280

9054.549

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PWD SR 2024-25 Vol: 5 P.NO.128 I.No:11.7.6 - Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: For 50 mm dia GI elbow

5

275

1375.05

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PWD SR 2024-25, Vol:2, P.NO.52, I.No: 8.64 - Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One coats on old work as per specifications and as per directions of Engineer in charge.

34.18

78

2675.6104

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PWD SR 2024-25 Vol: 5 P.NO.130 I.No:11.9.6 - Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any

5

305

1529.55

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5.04

1349

6800.472

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PWD SR 2024-25, Vol:2, P.NO.84, I.No: 11.25.2 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge

259.57

140

36360.5656

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PWD SR 2024-25 Vol:2 P.NO.21 I.No: 7.1.1 - Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m²

48.4

905

43819.908

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PWD SR 2024-25 Vol: 5 P.NO.113 I.No: 10.1.4 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 63mm dia., 6 kg/sqcm & class 3

250

165

41457.5

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3.52

6865

24168.2496

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PWD SR 2024-25 Vol: 5 P.NO.132 I.No:11.14.2 - Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. For 20 mm dia GI hexagonal nipple

4

101

407.88

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PWD SR 2024-25 Vol:1 P.NO.18 I.No: 2.11a - 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

0.505

92140

46531.05855

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MRP - Cocks

4

60

240

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53.74

133

7195.786

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PWD SR 2024-25 Vol:1 P.NO.15 I.No:2.1.4 - Providing and laying in position Plain Cement Concrete Mix 1:3:6 (M10) 20 mm nominal sizeaggregates 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

7.071

6403

45279.21921

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1

16893

16893

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PWD SR 2024-25 Vol: 5 P.NO.128 I.No:11.3.6 - Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Heavy Duty GI pipe of 50mm dia

5

699

3496.85

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PWD SR 2024-25 Vol:1, P.NO.111, I.No:Addendum-I - Form Work As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Plinth Beams of Buildings form works consider 50%

1.65

3256

5372.994



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