Renewal/Reconstruction of painted Canal Service Road of Low Level Fedder Canal from Km. 18.775 to Km. 22. 500

Amount

Earth work in filling on embankment of L.L.F. canal including all of cost T&P, lead and lift required for Proper Complition of Work. As per Direction of Engineer in Charge.

WBM Grading- II Providing laying spreding and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening to fill up the intrestices of coarse aggregate watering and compacting to the required density Grading II as per MORD specification clause 405. For Proper Complition of Work. As per Direction of Engineer in Charge.

WBM Grading- III Providing laying spreding and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening to fill up the intrestices of coarse aggregate watering and compacting to the required density Grading III as per MORD specification clause 405. For Proper Complition of Work. As per Direction of Engineer in Charge.

Providing and applying prime coat with bitumen emulsion on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg /sqm as per MORD specification . For Proper Complition of Work. As per Direction of Engineer in Charge.

Providing and applying tack coat with bitumen (VG-10) using emulsion distribution at the rate of 0.30 Kg /sqm on the prepared bituminous/ granular base surface cleaned with mechanical broom. As per MORD specification. For Proper Complition of Work. As per Direction of Engineer in Charge.

Providing laying and rolling of open -graded premix surfacing of 20 mm thickness composed of 13.20 mm to 5.60mm aggregates eitrher using penetration grade bitumen or cut -back or emulsion to required line grade and level to serve as wearing coarse on a previosly prepared base including mixing in a hot mix plant transportation to the site laying with paver finisher to the required grade level and alignment and rolling with a smooth wheeled roller 80-100 kn capacity finished level and grades. For Proper Complition of Work. As per Direction of Engineer in Charge.

Providing and laying seal coat sealing the void in bitumionous surface laid to the specified levels gtades and cross fall using Type C seal coat (As per MORD Specified Clause 510). For Proper Complition of Work. As per Direction of Engineer in Charge.

M/S ATUL KUMAR SHUKLA