Dismantling existing wall,excavation upto 1.5,excavation below 1.5,pcc for footing base 1 is to 4 is to 8,rcc below plinth footing and pillar and beam,rcc above plinth pillar,brick mason wall av plinth,pcc on top of bw,plaster 18mm thick,two coat cement primer,two coat cement paint,slogan writing letters 300 mm,steel reinforcement for rcc,concertina fencing removal and refixing,jcb related work,brick masonry drain,plaster 12 mm thick

Excavation,excv rck dis out,excv hrd rck noblast,dismantl pcc,dismantl rcc,dismntl brick mason,availabl earth fill,ground surf dressing,shor 1.5-3m opn timb,brk flt surf 80 cl75,pcc,precast rcc,steel reinforcement,sfep str stl manual,fence brb wr,sf concertina 600mm,plaster,neat,pnt prm,painting of boundary wall - bld pnt snowcem 2c,fr scrn,pvr block,old paver block lay

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

Lt sw. gear panel as per soq,lt sw. gear panel as per soq,3.5c x 300 sq.mm power cable as per soq,3.5c x 240 sq.mm power cable as per soq,95 sqmm unarmoured single core copper cable,200 a,36ka,fpmccb,400 a,50ka,fpmccb,power cable above 185 sq. mm and upto 400 sq. mm,end termination 3.5 x 240 sq. mm 62mm,end termination 3.5 x 300 sq. mm, 70mm,straight through joint 3.5 x 300 sq. mm,cable tray 300mm width x 50 mm depth x 1.6 mm thickness,25 mm x 5 mm g.i. strip,earth bus of 50 mm x 5 mm copper strip,cement concrete 1 ratio 2 ratio 4,cement concrete 1 ratio 1.5 ratio 3,centering and shuttering,steel reinforcement for r.c.c. work

Earth work in excavation,pcc up to plinth level with 1 to 4 to 8,brick work for foundation and plinth cement mortar 1to4,brick masonry with common cement,steel reinforcement for r c c work fe 500d,propping for lintels beams plinth beams bressumers,centering and shuttering including strutting propping etc,centering and shuttering including strutting propping etc,centering and shuttering uncluding strutting propping etc,pcc for work up to plinth level 1 to 2 to 4,pcc for column above pl finishing and reinforcement 1 to 1 point 5 to 3,rcc for rb and roof slab,15 mm cement plaster on rough side of single or half brick,15mm cement plaster on rough side of single or half brick wall of mix 1 to 4,supply and laying of stone aggregate of size 90 mm to 45 mm,ceramic glazed floor tiles of size 300 into 300 mm,acrylic smooth exterior paint of required shade 13 point 46 point 1 new work,filling available excavated earth lead up to 50 m and lift upto 1 point 5m,wood work in frames of doors s clerestory s,glazed