Details: civil work: earthwork in cutting or in embankment in ordinary soil as directed by the engineer-incharges. as per si.no. 253 with cartage 1.00 km distance excavation in foundation in ordinary soil as directed by the engineer-incharges.as per si.no. 251 foundation concrete 1:6:12 with cement fine sand and 40 mm brick ballast in all complete as per pwd si.no. 273 class-150 brick work in 1:4 cement and c/sand of 1.25 fineness modukus mortar in foundation and plinth including supply of all materials labour and tools and plants etc. required for proper completion of work. as per si.no.305b supply and laying of rubber moulded reflective zig-zag 80 mm thick precast compressed cc inter locking block, compressive strength shall not be less that 30 mpa and weight not less that 5.5kg each block including cost of 50 mm thick bedding manfcatured by high pressure and controlled vibration machine having minimum 5 mm thick topping cp cement mixed 25% marble powder the compressive strength of concrete
Sector: RDPR