lohamandi zone kaksh sakhya-71 dahtora ke antargat shekhar residensi hotmix dwara sadak sudhar ka karya

Excavation in foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. (SI No. 251)

Cartage of ballast, Kankar, Coat, Grit or sand etc. including loading and unloading but excluding stacking on pucca roads.up to 8 Km distance

Providing & Applying priming coat with bitumen emulsion on on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0-70 Kg./Sqm. Using machanical means. Before Applying prime coat. The surface will be cleaned with Machanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime Coat will be applied 24 Hrsbefore the application of bituminous course including all taxes, Material, Labour, T&P etc. required for proper copletion of the work.

P/L GSB with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor T&P etc.all complete (NS)

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 3.50 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 507 complete in all respects.

Providing and applying tack coat with bitumen emulsion using pressure distributor at the of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 5.00 percent by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause 508 complete in all respects.

Providing and laying hot applied thermo plastic compound 2.5 mm thick including refletrorising glass beads @250 gm/sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per I.R.C. 35. The finish surface to be level, uniform and free from steaks and holes. Composition of thermo plastic material shall be as per table 800–3 of clause 803 of MORTH including cost of work as direction E/IC. (Chapter-19 Miscellaneous Sr. No. 7)

Providing and Fixing CAT EYE etc.

Raising & re-fixing of manhole including all material labor T&P etc. all complete. (NS)