Gram Sabha Sikanderpur Karan me Unnao Lalganj marg se Jagpal ke Ghar tak Interlocking evm Nali ka Nirman karye

E/W in excavation in Ordinary soil for foundations pipe cable(loam clay or sand)including lift upto 1.5m leadupto 30m and dressing of side and rammings bottom and disposal of surplus excavated earth as directed by the engineer l/c within a lead of 30m in ordinary soil etc. all complete. As per si No-251

E/w in cutting or embankment in ordinary soil excavation to be in theform of regular pits not exceeding l metre(20")in depth and earthwork in embankment to in 20cm iayers inciuding ramming&dresing thesurface to required ievels and siopes&also including 1.5m lift& 30m lead.thefrom cuting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the engineerin charg.including all cartage etc. all comp. as per SI No-253.

Providing and laying in cement concrete 1:6:12(1cement : 6 fine sand :12, 40 mm brick aggregrate ) .As per S.I.No. 273

M-150 class brick work in 1:4 with cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc required for proper completion of the work. ( S I No 305 b)

12mm thick plaster with 1:4 cement & F sand 125 etc all comp. as per SI No-584

25 mm thick 1:2:4 Plain Cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone grit laid in panels finished with 3 mm neat cement[ slurry and T & P etc. required for proper completion of the work SI No- 601

P/L of 80 mm thick rubber moulded reflective zig zag tiles of precast compressed CC passing minimum 30 MP compressive strength over and inc. of fine sand cussion with all comp as per directed by E.I.

Supply & fixing of Sign Board and innogration stone I/c painting etc. I/c labour material and T&P etc.