Renewal/Reconstruction of painted canal service road of Tons Main Canal from km 82.260 to 82.660

Amount

Earth work:- Earth work in construction of Patari closing and repairing cuts and making daula in service road with approved material obtained from borrow pits with a lift up to 1.50 m transporting to site spreading graging to required slope and compaction with lead up to 1000 m dressing including all lead ,lift in types of soil as per direction of engineer-in-charge .(as per Technical Specification Clause 301.50).

Brick edging on One 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 completion of work.

WBM Grading III: Providing laying,spreading and compaction stone aggregates of specific size(22.4mm to 53mm) 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 as per direction of engineer-in-charge .

Prime coat:-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 0.60kg per square meter as per MORD specification as per direction of engineer-in-charge .

Tack coat:-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 direction of engineer-in-charge .

20mm Thick open -graded premix surfac:-Providinglaying 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 as per direction of engineer-in-charge .

Seal coat:-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type C seal coat (As per MORD Specified clause 510) as per direction of engineer-in-charge .

M/S GUFRAN CONSTRUCTION

M/S B.G.ENGINEERS