Construction of Road on left bank at Raebarely DY. Between Km. 0.000 to Km 1.100, km 2.300 to km 3.780, km 5.730 to Km 8.550 and km 15.850 to Km 18.650

Amount

Earth work in Making Embankment By Power transport with lead upto 1 Km including Excavation ,loading, unloading, Royalty, dressing mechanical completion to achive 98% density and all lifts applicable for lead beyond 630m and upto 1 Km. As per direction of engineer-in-charge.

Earthwork in Making Daula with manual compaction, dressing by any means, lead upto 30m & lift upto1.50m . As per direction of engineer-in-charge.

Re-Construction of Head & Tail wall with laying & fixing outlets in Canal as per Drawing & Direction of Engineer in charge. As per drawing provided and direction of engineer-in-charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% Cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 As per drawing provided and direction of engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC and 4% cement (OPC) in mechanical mixer (Pug Mill) carriage of mixed Material by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to100 KN weight to achive the desired density including lighting, barricading and maintenance of diverion etc as perTables 400.11 & 400.12and Technical Specification Clause 406. As per drawing provided and direction of engineer-in-charge.

Brick edging on Both side of the road with straight over burnt bricks, laid dry length wise including excavation refelling consolidation with a hand packing and spreading nearly surplus earth with in a lead of 50 meters. As per drawing provided and direction of engineer-in-charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per drawing provided and direction of engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per drawing provided and direction of engineer-in-charge.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. As per drawing provided and direction of engineer-in-charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats. As per drawing provided and direction of engineer-in-charge.

M/s Aman Traders

VIJAY KUMAR SINGH