Directorate Of Municipal Administration Tender

vol 5 pg no.201 iteam no.16.40.2 - Providing and constructing of Machinehole chambers conical in shape attop with CC 1:3:6 foundation using 40mm and down size graded metalof approved 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 supplying 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, supplying 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 tarshoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.Constructing Table Moulded Bricks Machinehole 1.2 m internal dia.1.20 M depth & Medium duty SFRC cover & frame Table Moulded Bricks Machinehole 1.2 m internal dia.1.50 M depth & Medium duty SFRC cover & frame

vol 1 pg no.10 iteam no.1.17.1 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring,strutting, barricading, caution lights, bracing, using sight rails & boningrods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.() All kinds of soils. Depth upto 1.50 m

Vol 3 pg no.26 iteam no.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