Annual Surfacing road from Dukki to Chakban Goth km. 0/000 to 1/450)

Providing and applying primer coat with bitumen emulision (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.in all respect and as per the direction of Engineer- in -Charge including all leads, Lifts and other incidentials The rate is including octroi, royality, Malkhana, toll tax, GST or other taxes imposed by the Government time to time.

Providing and applying tack coat with Bitumen emulsion (RS-1) on the granular surface treated with primer and cleaned with hydraulic brooms and spraying with emulision pressure distributor at the rate of 0.225kg per sqm(Zero point two seven five kilogram per square metre) using mechanical means as per MORD technical specifications section 503 including carriage of material within all leads,lifts as per the entire satisfaction and direction of Engineer- in -Charge including all leads, Lifts and other incidentials The rate is including octroi, royality, Malkhana, toll tax, GST or other taxes imposed by the Government time to time.

Providing and laying 30mm(Thirty millimetre) compacted thickness bituminous concrete with minimum 100-120(One hundred to One hundred twenty)TPH hot mix batch type plant with electronic control grading II using crushed aggregate 13.2mm to 10mm(Thirteen decimal two Ten millimetre -30%(Thirty Percent),10.0mm to 5mm(Ten millimetre to Five Millimetre- 25%(precent),5mm & below-43 %(five Millimetre and below(forty three present) to nominal size of specified grading premixed with bituminous binder Vg-10 (Viscosity grade ten)at the rate of 5.5(five decimalFive percent of mix weight and using cement contents asfiller with quantity not less then 2%(two percent) by weight of total aggregate as per design mix transport to site laid with Censor paver finisher hydraulic with censor control to the required grade level and alignment over a previously prepared surface and rolling complete with smooth three wheel roller 8-10 (Eight to ten) tonne capacity for intial break down rolling and vibratery roller 8-10 (Eight to to ten) capacity or pneumetic type Roller of 12-15(Tweleve to Fifteen) tonne with tyre pressure of at least 0.56(Zero decimal five six) MPa for intermediate rolling and finish rolling with 6-8(Six to eight) tonne smooth wheeled tandom roller to achieve the desired compaction as per MORTh technical specifications section 500 as per the direction and entire satisfaction of Engineer- in -Charge including all leads, Lifts and other incidentials The rate is including octroi, royality, Malkhana, toll tax, GST or other taxes imposed by the Government time to time.

Providing ,and laying spreading and compacting stone aggregate of specified size to water bound macadam specifications in including spreading in uniform thickness,hand packing,rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requsite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.Grading 3 as per technical specifications clouse 405.By Mechanically Means. as per the direction of the Engineer -in-Charge including carriage of material with in all leads,lifts and other incidental.The rate including of octroi,royality,Malkhana, toll tax, GST or other taxes imposed by the government.