Const. of additional 2nd 20 mva 66/11 kv t/f plinth, switch gear foundation and allied civil works at 132 kv s/s bhikhiwind.

Construction of additional 3rd 10/12.5 mva 66/11 kv t/f plinth, switch gear foundation and allied civil works at 220 kv s/s khassa.

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

Demolition & excavation, foundation, erection of rcc column, construction of walls and extension of

Construction of retaining walls, brick wall, peb foundation and screeding works at kudappanakkunnu, in thiruvananthapuram district.

For complete deion and other details, please refer to tender

Construction of retaining wall for protection of tower foundation submerged in water of tower 09 of 66 kv g-2- badinpur khanna multi-circuit line

Special repair on nh 305 sainj luhri aut road, construction of retaining walls between km 3 to 8 and km 64 to 94 800 in the state of himachal pradesh on epc mode