Periodical renewal under PMGSY Finacial incentive 2019-20 (Part-1) during the year 2020-21 on Goeljamala Niyar road HP 11-03 VR 116

Amount

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. including within all leads and lifts and other incidentials.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared and hungry bituminous cleaned with Hydraulic broom as per Technical Specification Clause 503 including within all leads and lifts and other incidentials.

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 ( 30 mm. thick) including within all leads and lifts and other incidentials.

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.

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, consolidation of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtrs., dressing of sides and bottom and backfilling in trenches with excavated suitable material. -upto 3.00 mtrs. depth including within all leads and lifts and other incidentials.

Providing and laying concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203. -P.C.C grade 1:3:6 including within all leads and lifts and other incidentials.

Hardeep Singh Bedi