Restorations of Garhshankar To Santokhgarh Road for providing Sewerage Scheme Under SBM-2.0

Execavation for earth work (CSR 6.6) 182+5.35%= 191.74/Cum (L. 51 Mtr)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification CSR 21.3

Compacting original ground below road crust Loosening, leveling and compacting original ground up to a level of 500mm below road crust , mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications (CSR 24.4 (a)

Construction of Granular sub-base by providing coarse graded material of Grading III, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H technical specifications Clause 401as per CSR 24.8

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications

Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications

Tack Coat @ 0.40kg per sqm Providing and applying tack coat with bitumen emulsion VG-10 using pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications

Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5%, laying with a 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 complete as per technical clause 505 of MORT&H specifications

Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.40%, laying with a {aver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications