Bitumen Carpeting of Road from Tri Junction Near Meera Mine to College Tri Junction under KGSA of Jamuna Kotma Area

Amount

Wet Mix Macadam: 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 carriage of mixed Material by tipper to site, 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications: @ 0.25 kg per sqm (normal bituminous surfaces)

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications: @ 0.35 kg per sqm (Non-bituminous surfaces) cement concrete pavement.

Bituminous Macadam: Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications: Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor : for Grading I (40 mm nominal size ) bitumen content 3.4%

Bituminous Macadam: Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications: Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor : for Grading II (19 mm nominal size) bitumen content 3.5%

Close Graded Premix Surfacing/Mixed Seal Surfacing: (Mechanical means using HMP of appropriate capacity not less than 75 tonnes /hour) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity & finishing to required level and grade all complete as per clause 508 of specifications: with 60/70 butumen (VG-30)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.

Total Impact of GST for The Purpose of CTC

CITY ENTERPRISES

SK Minerals

SANWARIYA CONSTRUCTION

ARNAV BUILDCON