Annual Surfacing on Rewta Baggi Kalawan Bhel road km. 0/00 to 4/00

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275( Zero point two seven five kilogram ) per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per MORD techanical specification Clause 503 ( Five hundred three) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge.

Providing and applying primer coat coat with Bitumen emulsion (SS-I) using emulsion pressure distributer at the rate of 0.85-1.00 kg(zero point eight five to one kilogramme) per square meters on prepared surface of granular base including cleaning of road surface as per Technical Specification Clause 503 (Five hundred Three) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to 22.40 mm(sixty three millimetre to twenty millimetre) grading- III Consolidating thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (Eigty to hundred) static roller in stages to proper grade and camber, applying and brooming, crushable screening type -B of size 11.2 mm (eleven point two millimtre) nominal size at the rate 0.20 cum.(Zero point twenty cubic metre) and binding materials at the rate 0.06cum. (zero point zero six cubic metre) per 10 square metre (ten) and to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading as per MORD Technical Specification Clause 405.. By mechanical means and as per intire satispection direction by the Engineer-In-Charge. including carriage of materials all leads and lifts

Providing and laying bituminous concrete 25mm thick (twenty five milimetre ) with 100-120 TPH capacity batch type hot mix plant producing an average output of 75 tonnes (seventy five tonnes) per hour using crushed aggregates of specified grading, premixed with bituminous binder concrete of @ 5.5% (five point five per cent) of mix and filler, transporting the hot mix to work site, laying with a hydro static 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 including carriage of materials with in all leads and lifts as per the entire satisfaction and direction of Engineer-In-Charge.

Providing and laying Hot applied thermoplastic compound 2.5 mm thick and 0.10 mtr wide strips in center line / edge line and 0.30 mtr wide zebra crossing including reflecting glass beads @ 250 gms per square mtr area and thickness 2.50 mm in exclusive of of surface applied glass beads as per IRC : 35 in accordance of ministry of road transport specification and IRC code. The finished surface to be levelled uniform and free from stacks and holes including carriage of all labour equipments to various location through all modes of transportation in all leads and lifts and all incidental charges