Details: e/w in cutting /embankmenty for correcting internal section in ordinary soil, excavation to be in the form of regular pits and earth in embankment to be in 20 cm layer i/c ramming and dressing the surface to the required level and and also i/c lead upto 30 m and lift upto 1.50 m e/w in embankment by power transport earth with a lead beyond 200 m and uoto 1.00 km i/c excavation , lift , loading , unloading and mannual compaction , dressing i/c t and p , royality etc complete for proper completion of work. 1st class brick work in ( x-and long sleepar base of lining )(m-150) masonary work in 1:4 cement coarse sand i/c all cost of material supplying and laying fine sand in long and side pannel i/c all cost of material supplying and laying 200 micron l.d.p.e. film i/c all cost of material , labour and t&p etc complete. laying c.c. tiles/brick m-15 size (300x300x50 mm) lining i/c 12.50 mm thick c.m. sand witch plaster over 200 micron ldep film i/c cost of scafolding labour and tan
Sector: Irrigation