Construction of W.B.M Road in Babina Left Main Canal from Km 4.760 To 6.300

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 meter and lead up to 50 M as per MORD technical Spec. clause. 302.3

Providing, laying, spreading and compacting moorum, spreading in uniform layers with motor/Tractor munted appropriate equipment on prepaire surface and compacting with smooth Three wheal 80-100 KN Static roller.

Providing, laying, spreading and compacting stone aggregate sub base 10cm compacted by providing close graded material (90mm to 45 mm & below) spreading in uniform layers with motor/Tractor munted appropriate equipment on prepaire surface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per Technical Specification Clause 401.(Soaling coat)

Providing, laying, spreading and compacting stone aggregate 7.5 cm compacted of specifie size (63mm to 45 mm) 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 aggregate, watering and compacting to the required density Grading 2 as per techical specification clause 405.(Inter coat)

Providing, laying, spreading and compacting stone aggregate 7.5 cm compacted of specifie size (53mm to 22.4mm) 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 as per Technical Specification Clause 405.(Top coat)

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