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

Extension purlins of rhs 96x48x4mmx0.45mtr,plates for purlins150x100x6mm,ms tee 50x50x6mm 54rm for ceiling panels,ms angle iron 50x50x6mm 51rm,clips for angle and tee,aluminium doors 3x7 feet,aluminium windows,sunshade for doors and s with sheets,wall panels 63mm thick,ceiling panels 40mm thick weight 95.6 sq mtr,flashing for corners 75x75,bird cover 50 kgs,profile colour coated sheet 3.90 mtr x 1050 x 0.63mm,profile colour coated 2.4 mtr 16 nos x 16 256 kgs,ridge cover 300x30xx3000mm long x 0.63mm,foundation bolts 16mm dia x 450mm,hexagonal bolt 12mm x 40mm,hexagonal bolt 16mm dia x 40mm,csk bolt 12mm x 40mm,nuts bolts 12mm x 100mm,ms column of rhs pipe of size 122x3.6mm x 2.8 mtr long,veranda columns of rhs section of size 96x48x4mmx1.9 mtr long,base and top plates of columns 250x250x8mm,top plates for veranda columns 150x150x6m,clips for bottom and top channels,top and bottom channels of size 30x65x30x2mm,clips for channels,truss as per following 8.1 rhs 96x48x4mm 15.75rm,plates for trusses of size 2

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