Directorate Of Municipal Administration Tender

vol-3 i no-12 p no-2.19 (202) - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately

vol-5i no-16.40.1 p no-201 - Providing and constructing of Machinehole chambers conical in shape attop with CC 1:3:6 foundation using 40mm and down size graded metal ofapproved quality and with an offset of 0.15m alround the chamber andbrick masonry in C.M 1:4 plaster with bricks of approved quality andCM plaster 1:3 proportion 12mm thick inside and outside except for theconical surface outside where the thickness of plaster shall be 20 mmthick, with 1 to 6 slope in the concrete towards the central drain, finishedsmooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm anddown size including Providing and fixing SFRC Machinehole frame andcover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, Providing and fixing of plastic footsteps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring,strutting, dewatering, engraving Machinehole No. on the inner and outerconical surface etc. as per the drawing with all lead and lift for variousdiameters and depths noted below. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia.1.0 M depth & Medium duty SFRC cover & frame.Table Moulded Bricks Machinehole 1.2 m internal dia.1.0 M depth & Medium duty SFRC cover & frame

vol-3 i no-16.28 p no-149 - 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 IS:383:2016:, 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-in-charge of the work.

vol-3 i no-4.17(406) p no-26 - Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.