M/T on link road to village Teshan Km 0/000 to 2/750

Amount

Construction of granular sub base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kn static roller to achieve the desired denisty, complete as per Technical Specification Clause 401. including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in unifom 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 of coarse aggregate, watering and compacting to the required density grading-III as per technical specification clause 405 WBM Grade-III.63mm to 45mm. including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing and applying primer coat with Bitumen emulsion (SS-1) grade on prepared surface of granular base incluidng cleaning of road surface laying primer @ 0.70-1.00 Kg/sqm using mechanical means as per technical specification clause 502. including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25 to 0.30 Kg. per sqaure metre on the prepared granular surface treated with primer and cleaned with hydraulic brooms as per Technical Specification Clause 502 including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 to required level and grades to be followed by seal coat Type B (VG-10) as per Technical Specification Clause 508 including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using VG-10 bitumen Type B as per Technical Specification Clause 510 (VG-10) including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

MOHINDER PAL VERMA

Surjeet Kumar

M/S PRIYANKA