Repair of Service Road Of Weir Distributry(Bitumin Road)

Amount

Providing ,Laying ,spreading and compacting stone aggregates of 45-63 mm size G-2 to water bound macadam specification including spreading in uniform thickness, hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming , stone screening/binding materials to fill up the interstices of coarse aggregae, watering and compacting to the required density grading 3 as per technical specification clause 405

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size G-3 to water bound macadam specification including spreading in uniform thickness, hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming , stone screening/binding materials to fill up the interstices of coarse aggregae, watering and compacting to the required density grading 3 as per technical specification clause 404

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 the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen VG-10 grade pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using V.G.-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per technical specification clause 508.

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

Earth work in filling for stregthening of banks i/c lift up to 1.50 mt. & lead up to 200 m Including Ramming dressing all cost of labour T & P etc

Brick edging on both side of the road of M-150 Bricks 7 cm wide 11 cm deep laid wth mud mortar including labour & Supply of bricks finishes to the reqquired tamplate and in proper alignment and also including dressing and ramming the execavated earth as directed by the Engineer in charge

M/S JAMEEL CONTRACTOR

M/s VIJAY ASSOCIATE

Rakesh kumar

NARESH KUMAR GUPTA CONTRACTOR