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

Big rock was fallen from the right side bund&amp#x0d of rbc main canal at ch 6/200 km. since the&amp#x0d region was high cutting area, rock was only&amp#x0d found during canal cleaning process.as the&amp#x0d rock was huge and it will cause obstruction for&amp#x0d water distributi

Mtps i civil circle up keeping of drains by removal of ash deposits, silt and other waste materials from the drain adjacent to the power house building on the southern side and along the 58s road leading from unit iv to canteen and from inside

Mtps i civil circle up keeping of drains by removal of ash deposits, silt and other waste materials from the drain adjacent to the power house building on the southern side and along the 58s road leading from unit iv to canteen and from inside

Mtps i - civil circle up keeping of drains by removal of ash deposits, silt and other waste materials from the drain adjacent to the power house building on the southern side and along the 58s road leading from unit iv to canteen and from inside