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146Dy.Ex. Engr.Rd.33.2 Road Diversion : If the traffic cannot be allowed to pass over theroadside shoulders during picking, spreading and compacting operations, diversionsshould be taken out and maintained as specified under Item No. BR.1.Rd.33.3 Picking : All the caked mud, slush, animal droppings, vegetation andall other rubbish accumulated on the road surface shall be removed. Where thesection of the road surface is good , the road surface shall be picked lightly only, toloosen the surface stones. Where section is uneven , picking shall be done a littledeeper to enable the sectioning to be done to the required shape with the picked upmaterial. The picking shall always be ahead of the spreading of metal andcompaction by about 100 metres. The edges of the picking shall be truly in a line orcurve as the case may be. This can be achieved by trying to nails driven on the roadedge and ranging for a sufficiently long length.The picked up surface shall be sectioned to the required grade and camber,super elevation or transition section. Template shall be sued to obtain correct anduniform camber , super elevation or transition section as the case may be.The road surface may be watered by the contractor for easier picking withoutclaiming extra for the same.The junctions of the picked and non-picked surfaces shall be diagonal.Rd 33.4Item to includePicking, watering if required, sectioning and grinding, Divisions includingbarricading warning signals, lights , etc. unless separately provided in the tender, thework satisfactorily.Rd 33.5Mode and Measurement of PaymentThe contract rate shall be one Sq.Metre of surface picked & sectioned.The area picked shall be worked out in Sq. Metres correct upto a Sq. Mt. Thewidth shall be limited to the width specified or as ordered by the Engineer. The lengthshall be measured along the center line of the road. The dimensions shall berecorded correct upto one decimal of a meter increased width on curves shall bemeasured.Rd 41 General : The item provides for the supply of stone aggregate of thespecified type and size at the roadside including obtaining the stones of the specifiedquality from approved sources, crushing them in mechanical crushers, conveying tothe road side with all leads and lifts stacking in regular heaps as specified hereinafteruniformly along the road side.41.2 Quarries : Stones of approved type for crushing aggregate shall beobtained from quarries as specified in Section No. Rd 19.2Signature of Contractor No. of corrections Executive Engineer