A/S on Narkanda Thanedhar Kotgarh Bithal road SH-Renewal coat 30 mm thick Bituminous Concrete in Km. 0/000 to 5/000 12/000 to 14/000 18/000 to 19/000 and 22/000 to 24/000

Amount

WBM Grading 3:-Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification clause 405 By manual means (Pot hole) including entire carriage of materialsplants and equipments by all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical means as per Technical Specification Clause 502 Low porosity including entire carriage of materialsplants and equipments by all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 Kg. per sqm. ( Zero Point Twenty Five to Zero Point Thirty) per square metre on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 including entire carriage of materialsplants and equipments by all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

Providing and laying 30mm thick (30mm) compacted thickness bituminous concrete with 30-40 PH batch type hotmix plant producing and average output of 75 tonnes per hour using crushed aggregates of grading 11 to 13 mm nominal size specified grading premixed with bituminous binder VG -10 grade @ 5.4 to 5.6 percent or mix and cement filler, transporting the mixed material to site of work and laying with a hydro static paver finisher with sensor control to requred grade, level and alignment rolling with smooth wheeled, vibratory and tandem road rollers to achieve the desired compaction as per MORTH specfications clause No. 509 complete in all respects.including entire carriage of materialsplants and equipments by all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

Pawan Sood