Construction of Alampur to Bhalwag road km. 0/00 to 4/00 (SH Providing and laying G-II,G-III and 30mm thick Bituminous concrete in km. 0/700 to 1/300).

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -2 as per Technical Specification Clause 405..including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (By Mechanical Means)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -3 as per Technical Specification Clause 405.including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (By Mechanical Means)

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 1.05 Kg./Sqm.one point zero five Kilograme Per Square Metre) using mechanical means as per Techanical Specification Clause 502..including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and applying tack coat with paving Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.275 Kg. per sqm (Zero point two seven five Kilograme /per Square Metre on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying 30mm (thirty milimetre) thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 to 5.60 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH SpecificationClause No.508 Includingcarriage of materials in all leads and lifts as per direction of the Engineer in Charge .

SANDEEP KANT SHARMA

Om Parkash Sharma

Manish Mohan Sharma