KNMT BT Road

Amount

Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, sand, silt or other loose soil and to full depth as may be directed except in hardr

Providing and laying Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power ro

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the materialwith water at OMC in mechanical mix plant carriage for mixed material by tipper to site laying in uniform layers with paver

Providing and applying prime coat 7.00KG of bitumen emulsion per 10 Sqm area including cost and conveyance of bituminous binder includihng labour charges for preparing the surface and applying the rquired quantity of bitumen as tack coat by bitumen spraye

Providing and applying tack coat over priming coat 2.50KG of bitumen emulsion per 10 Sqm area including cost and conveyance of bituminous binder includihng labour charges for preparing the surface and applying the rquired quantity of bitumen as tack coat

Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 10 sqm including cost and conveyance of all material

Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 46.28kgs of VG 30 /VG 40 bitumen and 4.02kg of shredded plastic waste for premixing for 10 sqm including

E.SARAVANAN