Providing and Fixing of Interlocking Tiles Road No 20 at IA Extension I and Road No C 3 Kosi Kotwan Distt Mathura

Amount

Earth work in filling by Carted Earth including Labour, T&P, Cartage etc. complete as per directed by the Engineer-in-charge

Earth work in embankment mechanically compacted to 98% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc.

Construction of granular sub base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clauses 401.

Supply & Laying of I shaped (Zigzag) precast interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30 Mpa and weight 4.50 kg) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80mm (Rubber molded Coloured)

OMVEER SINGH CONTRACTOR

Raja contractors & engineers

M/s Mradul Pratap Singh

M/S AYUSH CONTRACTOR