Excavation,rubble soling,pcc m15,rcc m25,shuttering,brick masonary 230 mm thick,plaster 15mm thick,reinforcement,back filling for raising height,ultratech rapid hard rmc concrete m30 including trimix and grove cutting,150 micron ldp sheet,providing and laying 300mm rcc hume pipe

Rcc foundation by footing,pcc layer,reinforcement,anchor bolts,rcc pedestal,main pole,base plate,gusplate,display frame,display unit,acp clading,acp border bording,surface treatment,cable management,electrical protection,febrication and welding,excavation,pcc,rcc footing,main reinforcement,distribution ties,concrete cover,rcc pedestal,anchor bolts,anchor template,curing,main pole,pole height,base plate,gusplates,display frame,rear support grid,fasteners,welding,led module,led cabinet,cabinet fixing,module alignment,receiving card,smps,service access,ventilation,ac distribution,smps input,dc distribution,signal chain,power and signal separation,cable protection,cable entry,earthing,spd,testing,acp sheet,pole cladding,display border,side return depth,corners,joints,bottom closure,ms steel,exposed outdoor steel,welded areas,final colour

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching

Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr

Providing and fixing chainlink fencing with rr masonary foundation to the rear side ( partly collapsed and tilted portion) of bsnl te compound by demolishing tilted portion of compound wall at varni in nizamabad ba