Renewal/Reconstructed Painted service road of MANDA DY from km. 8.050 to km. 8.500

Amount

Earth work in closing and repairing cuts and pot holes in inner side of service road in all Types of soil including all lead and lift complete with dressing and mannual compaction .

Brick edging on both side of the road of brick class M-150 8 cm wide and 12 cm deep laid with mud mortar including labour and supply of bricks finished to required template and in proper alignment and also including dressing and ramming the excavted earth as directed by the Enginner in charge of the work including material labour and T and P etc for proper completion of work

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 8-10 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.

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 8-10 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.

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

Providing and applying tack coat with bitumen (VG-10) using emulsion distribution at the rate of 0.30 nKg /sqm on the prepared bituminous/ granular base surface cleaned with mechanical broom. As per MORD specification

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 8-10 kn capacity finished level and grades

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)

M/S VIJAY KUMAR PANDEY