A.R and M.O NPB road Km. 0.000 to 22.300 under MMGSY

Amount

Providing and laying spreading and compacting stone aggregate of size 63mm to 45mm G-II 75mm consolidated thick to water bound macadam specification iincluding spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and booming, stone screening of size 13.2mm nominal size at the rate of 0.27 cum tend square meter and binding material at the rate of 0.08 cum to fill up the interstices of course aggregate, wateriing and compacting to the required density of course aggregate, watering and grade -II as epr technical specification and date book clause 405 and as per the entire satisfaction and direction of Engineer-in-Charge including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

WBM GRADING-3 Providing laying, spreading and comacting stone aggregatges of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packag, rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density G-3 as per technical specificaiton clause 405, by mechanical means including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

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 rate of 0.70-1.0 Kg/sqm using mechanical means as per technical specification clause 502. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Providing and lyaing 30mm thick bituminous concrete with 100-120 TPH batch type HMP proddudcing an average out put of 75mt/hr. using crushed aggregate of specified grading, premixed with bituminous binder 5.4 to 5.6% of mix zycotherm @0.10% of weight of bitumen binder and filler transporting the Hot mix to work site laying with a hydostic paver finisher with sensor controll to the required grade, level and alignment, rolling with smooth wheeled vibratory and tendom roller to achieve the desired com pection as per MORTH specification No. 508 complete in all respect including hauling of material in all leads and lifts as per the entire satisfaction and directin of the Engineer-in-Charge.

TASVIR SINGH GOVT. CONTRACTOR