Demolition of existing asphalt pavements and foundations. Terrain design and rough grading throughout the range of new coverings and meadows to sub underbody. Drainage of the surface areas and meadows by means of inlet shafts and gutters. Leakage of hillside water along the water lane. Sewer incl. Earthworks. Sewer connections to existing system. Empty pipes and distribution shafts for electrical installations including earthworks. Redesign of ambient lighting. Helicopter landing area with marking approx. M 2 260. Hard coverings (covering case, sole plan, separating layer, two-ply asphalt coverings) approx. M 2 5 200. Granite frets, single and double row. Steep embankment including installation of the plant pipes. Wear layers of in-situ concrete around buildings approx. M 2 930 and in the Veloparking approx. M 2 300. Foundations for barrier system, ticket machine and pole lights. Water taps, cable ducts and emptying shafts. Grate cover for supply shaft.

Demolition of existing asphalt pavements and foundations. Terrain design and rough grading throughout the range of new coverings and meadows to sub underbody. Drainage of the surface areas and meadows by means of inlet shafts and gutters. Leakage of hillside water along the water lane. Sewer incl. Earthworks. Sewer connections to existing system. Empty pipes and distribution shafts for electrical installations including earthworks. Redesign of ambient lighting. Helicopter landing area with marking approx. M 2 260. Hard coverings (covering case, sole plan, separating layer, two-ply asphalt coverings) approx. M 2 5 200. Granite frets, single and double row. Steep embankment including installation of the plant pipes. Wear layers of in-situ concrete around buildings approx. M 2 930 and in the Veloparking approx. M 2 300. Foundations for barrier system, ticket machine and pole lights. Water taps, cable ducts and emptying shafts. Grate cover for supply shaft.