Renewal / Reconstruction of Right service Road of Tons Main Canal From km 66.230 to 67.130

Earth work in construction Patari & making Daowla in service road spreding ,grading to required slope and with manual compaction & dressing including all lead ,lift in types of soil as per direction of engineer in charge ( as per technical Specification Clause 301.50 for the completion of work as per direction of engineer in charge.

WBM Grading : III Providing laying,spreading and compaction stone aggregates of specific size 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.completion 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 per square meter at the rate of 0.60 kg per sqm. as per MORD specification. for the completion of work as per direction of engineer in charge.

Providing and applying tack coat with bitumen (VG-10)using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular base surface cleaned with mechanical broom. As per MORD specification .for the completion of work as per direction of engineer in charge.

Providing laying and rolling of open -graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or out-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mixplant, 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 to required level and grades as per MORD specification. for thecompletion of work as per direction of engineer in charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levelgrade and cross fall using Type C seal coat (As per MORD Specified clause 510) for the completion of work as per direction of engineer in charge.

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 & ramming the excavated earth as directed by the Engineer in charge of the work including material labour and T&P etc for proper the completion of work as per direction of engineer in charge.