GENERALFUNDKEEZHKULAMTP VIZHUNTHAYAMPALAM AUTO STAND

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5.

Supplying and laying Cement concrete Rubber Moulded Hydraulic Pressed Paver Block M40 grade of 80mm thick high strength type confirming IS 15658-2007 of required size of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with stone dust cushion 100mm thick laying out of pavement cut the pieces to fix the edge vibrating the pavers, sweeping, transporting loading and unloading of paver block as per the standard specification.

Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means