Repair work

Amount

Works Details

HSR 6.10[a] Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes. a) for depths of excavation not exceeding 3 metres below ground level. (i) Pipeline (ii) Manhole

HSR 10.36 Cement concrete 1:4:8 with brick ballast 40mm nominal size in foundation and plinth.(i) Pipeline (ii) Less for Pipe

Const. OF CIRCULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W. PIPE SEWERS or other circular sewers upto the required depth in 1:5 CEMENT SAND MORTAR LIME CONCRETE IN BED AND SIDES of pipe sewer ANDCEMENT CONCRETE 1:2:4 IN BENCHING 12 MM THICK WATER TIGHT 1:2 CEMENT SAND PLASTER WITH A FLOATING COAT OF NEAT CEMENT and FINISHED WITH TWO COATS of sodium silicate on interior SURFACE where required FIXING 560 MM INTERNAL DIAMETER C.I MANHOLE COVER AND FRAME WEIGHT not less than 2.5 quintal pained with 3 COATS Of BLACK BITUMEN PAINT FIXING galvanised malleable, iron steps embedded in 1:2 cement sand mortar complete 200 mm dia pipe. (i) New sewer Line

NS item Prov. & laying 200 mm dia PVC Pipe 10 Kg/Cm2 Pressure ISI Marked make Skipper or Equivalent (i) New sewer Line

NS item Extra cost for specials i.e. Sockets, bends & others accessories complete & wastages @ 10% App. (i) New sewer Line

NS item Labour for laying & fixing 8"dia PVC Pipe including cost of solvent etc. complete in all respects.(i) New sewer Line

NS item Making Connections in running sewer line with the help of sewerman & other accessories complete for 8" dia PVC Pipe line (i) New sewer Line

AJ ENGINEERS

M/s Arena Tiles

M/s Ansh Engineers