Strengthening of Majholi Lakhanpur Jiran Road KM 0 0 to 9 500

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials..

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

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 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

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 applying tack coat with bitumen emulsion (RS-1) using bitumen emulsion distributor @ 0.25 to 0.30 kg per sqmt on the prepared granular surface treated with prime and cleaned with hydraulic brooms as per technical specification clause 503

Providing and laying bituminous macadam 50mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using bitumen VG-10 crushed aggregates of specified grading, premixed with bituminous binder @ 3.30 per cent by weight of total mix and filler, transporting the hot mix to work site, 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 as per MoRTH specification clause No. 507 complete in all respects nothing extra shall be paid for higher content of bitumen as per job mix formula .

Providing, laying Bitumen concrete with 100-120( Hundred-one hundred) TPH batch Type hot Mix plant producing on avrage out put of 75( Seventy Five) tonne per hours using crushed aggregates of specified grading, premixed with bitumenous binder @ 5.4 to 5.6( Five point four to five point six ) percent of mix and filter transporting the hot mix plant to work site laying with hydrostatic paver finisher with sensor controlled to the required grade, level and alignment, rolling with smooth wheeled , vibrating and fonder roller to achieve the desired compection as per MORTH specification clause-503 complete in all respect ( 30 mm thick) including carriage of materials within all leads and lifts as per the direction of Engineer in charge.

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.

Hardeep Singh Bedi

KAMAL KUMAR

jaswinder singh rana

rehana

LAJJA RAM