33x 11 KV Vidhuth Upkendra Awash Vikash Hatue Mukyamarg Kanpur Lucknow Rajmarg Hiway Se Jodhney Hatu Chinith Sampark Marg per Interlocking Ka karye.

Surface dressing of Ground I/C removal of vegetation and qualityes not exeed 15 cm deep and disposal rubbise lead tup 50 m and litup to 1.50 m as per Dsr No 2.25

Excavating supply stankig and V filling local earth by mechanical eart i/c raming watering as per DSr No 225(a)

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 siDSR No 2.60

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

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.As Per DSR No 6.1

R.C.C. work with cement, approved coarse sand and 20 mm stone grit in the proportion of 1:1.5:3 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. DS R No 5.1.20

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

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.

12mm thick plaster with 1:4 cement & F sand 125 etc all comp. as per DSR No 2.55.10

PCC 1:1.5:3 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 AS per DSR No4.1.2