Special repairs and painting to parapet wall kerb walls near main spillway in sathanur dam in thandarampet taluk of tiruvannamalai district.

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

Steel reinforcement for r.c.c. work including straightening cutting bending placing in position and binding all complete above plinth level thermo mechanically treated bars of grade fe500d or more.,half brick masonry with common burnt clay fps non modular bricks of class designation above plinth level up to floor v level cement mortar 1 is to 4 where 1 cement and 4 coarse sand,stainless steel cramps,two track two panels sliding with aluminium channel for roller track wool pile nylon rollers with ss 304 using r4 series with frame,providing and fixing 19 mm thick both side balancing lamination factory pressed bwp grade marine ply,providing and fixing 2mm thick 16 to 19mm wide pvc edge binding tape of approved quality for cupboard,double charge vitrified tile polished finish of size of tile 600 x 600 mm,finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade,providing and applying white cement based putty of average thickness 1 mm,wiring for light point fa

Repair of dam spillway bucket no 2 using high performance concrete and repair of side walls of dam spillway no 2 using epoxy mortar at dul dam, dps, kishtwar

Repair and painting of office building at dul dam dps- kishtwar

Repair and painting of cisf colony at tomruchi dul dam dps- kishtwar

Repair of steel liner in spillway glacis at d/s of radial gate no -3 of dul dam at dps kishtwar

Repair of glacis (spillway) and piers of omkareshwar dam by epoxy mortar

Repair of damaged/eroded portions of spillway glacis, spillway, divide wall, training wall spillway buckets and silt excluder gallery with epoxy mortar, cementitious mortar and hpc of concrete dam of salal power station.