STRENGTHING OF CHOPAN MP BORDER ROAD KM 9 CHOURA TO KUDARI MP BORDER ROAD VIA SEMIYA NEWARI ROAD INCLUDING 5 YEAR MAINTENANCE UP TO 2 POINT 5 PERCENT OF COSTRUCTION COST

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. As per MORTH 3.18/ 305

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. As per MORTH 4.14/406 A

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. As per MORTH 5.01/502/A

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects

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.

Supply and fixing of Pavement maker ( Cat Eye ) type X-ASTMD-4956-04.Every dimension 3 m ( USA make ) adherant plotting compound. The housing shall contain prismetic two glass covered prismetic reflective face to reflect incident light I/C all taxes.

Supply and Installation of Delinator (road way indicators. Hazard markers, object marker) 1.2m long and 100 mm x 50mm, painted black colour and Red, white and Yellow strips of 60 cm continuous strip in two side reflcetorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 Complete in all respect. For Both side reflectorized panel. LKO SOR-2020 Page No. 54 Item No.-1

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