Structural work.

— 1 psch own construction site facility,

— 507 m³ soil excavation,

— 1 490 m³ replenishment and supply of compactive material,

— 322 m³ replenishment of soil,

— 50 m³ pipe trench excavation,

— 130 m waste water base pipes made of PP pipe,

— 130 m pressure test of basic lines,

— 751 m 2 cleanliness layer,

— 830 m 2 perimeter insulation,

— 399 m³ reinforced concrete foundation slab,

— 107 m 2 formwork for foundation slab,

— 74 m³ pits made of WU concrete

— 141 m 2 formwork of pits,

— 81 t reinforcement for foundation,

— 94 stamping reinforcement,

— 364 m³ reinforced concrete walls,

— 2 898 m 2 wall formwork,

— 34 openings in walls,

— 28 t reinforcement for walls,

— 20 m³ reinforced concrete columns,

— 179 m 2 column formwork,

— 5.8 t column reinforcement,

— 494 m³ of reinforced concrete slabs.

— 1 419 m 2 slab formwork,

— 337 m edge formwork for ceilings

— 111 St. dowel bars,

— 73.5 t of slab reinforcement,

— 2 pcs. precast stair runs,

— 734 m 2 sand-lime stone walls,

— 31 m pillars made of sand-lime stone,

— 23 pcs. openings in sand-lime brick walls,

— 11 m 2 waterproofing on walls,

— 67 m 2 perimeter insulation on walls,

— 67 m 2 nubbed track,

— 1 psch staging of the building,

— 4 pcs. meter cracks,

— 40 m fall protection,

— cancel 65 m of sewer pipe,

— 930 m³ line ditch excavation,

— 930 m 2 gift assembly,

— 780 m³ gift backfill,

— 502 m drainage pipe DN 110-DN 500,

— 430 m leak test,

— 12 pcs. precast concrete shafts,

— 6 pcs. shaft crash,

— 90 m drinking water pipe,

— 930 m cable pull trays HD 110-HD 160,

— 9 pcs cable pull shafts,

— 80 m cable protection pipes DN 110,

— 625 m telecommunications line type A2Y (L) 2Y 10 x 2 x 0.6,

— 625m telecommunication lines type A2Y (L) 2Y 100 x 2 x 0.6

Planning services:

— Static evidence and workshop plans for prefabricated stairs?

— BIM based working method.