Upgradation of Dehri Sahib Gurdawara to M/S Dehri by way of Providing Laying 150 mm thick WBM Grade II ,WBM Grade III , 50 mm thick Bitumenous Macadam 25 mm thick Open Graded Premix Carpet L2 Km

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( Not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits and the like not exceeding 10sqm on plan, depth upto1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in All kinds of soil.(Drain Cutting)

Supply and filling of river bed material in layers not exceeding 20 cm in depth,rolling each layer with power road roller including carriage from source to site of work loading un-loading stacking laying watering ,dressing etc complete job .(NSI)

Providing and laying WBM-GR- II 150 mm thick with broken Nallah/Crusher stone aggregate of 63 to 45mm size including screening of 13.2 mm size and using good earth as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, all lead and lift for complete job.(NSI)

Providing and laying WBM-GR- III 75 mm thick with broken Nallah /Crusher stone aggregate of 53 to 22.4mm size including screening of 11.2 mm size and usingcrusher dust as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriage all lead and lift for complete job.

Providing and laying bituminous macadam of 50mm average compacted thickness with bitumen of 80/100(VG-10) grade @ 3.5% (percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for profile corrective base/binder course including loading of aggregate with F.E loader , hot mixing of stone aggregates in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitte with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-Charge to achieve the desire density and compaction including the cost of brooming , primer/tack coat , all leads/lifts , carriages , loading & unloading ( Complete job)

Providing,& laying open graded premix carpet of 25 mm average compacted thickness with bitumen of 80/100(VG-10) grade @ 5%(percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant , transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-Charge to achieve the desire density and compaction including the cost of brooming , primer/tack coat , all leads/lifts , carriages , loading & unloading ( Complete job)

M/S New Khawaja