Nanamau Pul ke Pahale Maliya Asram tak Retaingwall va Interlocking Road 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 5 km by cartage etc. all comp. as per SI No-253(A)

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with otavator at OMC and compacting with smooth wheel roller to achieve the desired densit complete as per techinical spacification clause 401.

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.

R.C.C. work with cement, approved coarse sand and 20 mm stone grit in the proportion of 1:2:4 in slab excluding supply of renforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I.beinding wire and including necessary centering and shuttering etc. and alsso including supply of all materials labour T & P etc. required for proper completion of the work.Binding wire cost being included inthe item. (S I No 283)

M.S. or iron in plain work such as R.C.C. work . ( S I No 504)

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