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

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

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

Earth work in excavation by mechanical means,filling available excavated earth ,excluding rock,,providing and laying in position cement concrete,providing and laying in position specified grade of reinforced cement concrete,steel reinforcement for rcc work including straightening,brick work with common burnt clay fps ,non modular, bricks,brick work with common burnt clay fps ,non modular, bricks,cement plaster 12 mm,providing and laying vitrified tiles in different sizes,providing and fixing 1st quality ceramic glazed wall tiles,providing and fixing factory made upvc , powder coated steel door frames,wall painting with premium acrylic emulsion paint of interior grade,finishing walls with acrylic smooth exterior paint,synthetic enamel paint,,constructing brick masonry septic tank of suitable capacity plaster,providing and fixing white vitreous china pedestal type , orissa pattern,providing and fixing white vitreous china flat back half stall urinal,providing and fixing wash basin with ci brackets,providing and

Ofc 24 core armoured,ofc 12 core unarmoured,40mm hdpe pipe with rope,gi pipe 2 inch dia,0.6mm warning tape,coupler for hdpe conduit,cemented men hole chamber with cover,joint enclosure 24 core ofc,joint enclosure 12 core ofc,sc sc patch cord 03 mtr,lc sc patch cord,splitter,splitter,splitter,splitter,media converter,optical network unit,optical line terminal,route marker for ofc concrete rcc mile stone shape painted orange with letter afnet and cias ofc painted with red using black enamel,e pon sfp module,cias server rack,joint markers for ofc,splice ofc 24 core lc fdf,12 core fdf for sc connector fully loaded,road crossing cma culvert crossing with gi pipe,hdd digging,manual digging laying and installation and commissioning of 24 core ofc and 12 core ofc at a depth of 1.65 mtr using hdpe pipe with warning tape and back filling

Repair to stone/brick masonry toe wall dwarf wall nat/vift and traverses stone pitching and earth filling at afs amla

Construction of new boundary wall around proposed solar installation area along with demolition of existing brick masonry shed structure/stone masonry structure/gantry structure and earth filling in water lodged area at kotla.

Restoration of zoonipora breach rd 53 to 54 km by way of piling stone and earth filling along with toe protection