4th mile Dillaji(NH-36 to Bihari Basti via Ha-e mu School)

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material and stacking of serviceable material to beused or auctioned up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness (By manual means, A) in non thorny light jungle)

Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/irregularities on shoulder (Avg.150 mm filling ) to the design level by adding fresh approved soil and compacting it with appropriate equipment.

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 roller 80-100 KN in stages to proper grade and camber, applying and booming stone screening/bindingmaterials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405. A) By manual means.(3) WBM Grading 3 Using Srceening Type-B (11.2 mm for Gr. III)

Providing and laying inter locking concrete block pavement having thicness 80 mm as per tech. Sp. Ch. 1504.

Construction of drains :- (1) Construction of drains avg. cross sactional area 0.40 sqm in soil to specified lines and grades level and dimensions. Excavated material to be used in embankment with a lift up to 3 m and lead up to 50 m ( avg lead 25 m) as per Technical Specification clause 307. (1) By Manual Means.