PR Under AMP for Link road to Dharmana K M 0 0 to 10 0 HP1103VR00284920

Amount

Providing ,Laying,Spreading and Compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug mill) carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting barricading and maintenance of diversion etc as per tabl 400.11 & 400.12 and techanical specification clause 406. including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and applying priming coat with bitumen emulsion (SS-1) on prepared surface or granular base including cleaning of road surface and spraying primer @ 0.70-1.00 kg/m2 using mechanical means as per technical specification clause 502.

Providing and laying a primer/tack coat with bitumenous VG-10 @ 0.35 kg. aceper square mater on bituminus surface the surface shall be swept clean with a mechnicla broom and high pressure air jet or by other means as directed by the Engineer-in-Charge as per IRC 16-2008 clause 4.3.4 4.3.4.4.3.4.2 and 4.3.5. including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.

Providing, laying Bituminous Concrete with 100-120 TPH batch type hot mix plant providing of 75 tonne per hours using crushed aggregate of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mixer and fillers, transporting the hot mix to work site laying with hydrostatic paver finisher with cencer control to the required grade , level and alignment, rolling with smooth wheeler, vibrating and fonder roller to achieve the desired compection as per MORTH specification clause-509 complete in all respect ( 25 mm. thick) including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.

Providing laying hot applied thermoplastic road marking paint using hydro carbon resin, glass beads and pigments in white/yellow colour for road marking on flexible and rigid pavement on specified length, breadth and minimum thickness of 2.5 mm including cleaning the surface of dirt, dust and other foreign matters, demarcation at site etc. complete including cleaningand preparation of road surface, line marking in white and yellow colour as per the directions of Engineer In Charge.