Restoration of road cut for Sewerage Lines to be laid on various roads of Baba Bakala Sahib, distt. Amritsar.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cumbucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades andcrosssections, includingall liftandcombined lead up to 60 mtr.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto40%excavated fromoutside thebuildingplinthin15cmlayersincluding ramming, wateringand consolidating lead upto 30 metres

Construction of granular sub-base by providing material, spreading inuniform layerswithmotor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desireddensity,completeasperMORDtechnical specification

Providing, laying, spreading and compacting stone aggregates of Grading 1 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications CSR 24.12 (i)

Providing, laying, spreading and compacting stone aggregates of Grading ii to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications CSR 24.12 (i)

Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications

Tack Coat @ 0.40kg per sqm(b) Providing and applying tackcoat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rateof 0.40kgper sqmon the prepared bituminous surface/granular surface treated with prime coat after cleaning thesurface complete as per technical specifications

Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications.