M/T ON Kanleta Link Road in K.M. 0/00 to 0/500

Amount

WBM Grading -III : Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming , stone screening /binding materials to fill-up the interstices coarse aggregate, watering and compacting to the required density Grading -III as per Technical Specification Clause 405. including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads, lifts and all incidental charges.. By manual Means 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 and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.02kg/sqm using mechanical means as per Technical Specification Clause 502 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 and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilogramme) per square metre on the prepared granular surface and cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 by mechanical means 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, laying by mechanical means and rolling open graded premix carpet 20 (Twenty) millimeters thickness composed of 13.2 mm. to 5.6 mm. (Thirteen point Two millimeters to Five point Six millimeters)aggregates using penetration grade bitumen VG -10 (ten) to required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant , laying and rolling with a three wheel 80-100 kN static roller capacity, finished by to required level and grades to be followed seal coat of Type –B- as per Technical Specification Clause 508 (Five hundred Eight), including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads, lifts and all incidental charges.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B using bitumen VG-10 (ten)as per Technical Specification Clause 510 (Five hundred Ten)including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads, lifts and all incidental charges.

DEEPAK DHARMAIK