The carpentry and roof joinery work including preliminary cover for the pitched roof of component C, the wooden substructure of the pent roof and the flat roof of component A3 (stage tower) are advertised. According to the statics, the roof joining of component C is carried out using BSH GL32h in combination with NH C24.

Furthermore, a wooden block ceiling is installed in component C2.

NH C24 is used for the roof of component A3. For component A3, roof beams are to be applied to the upper chords of the steel trusses available there.

Creation of work and joinery planning,

- Component C: Joining of approx. 70 m³ BSH GL 32 h eaves height approx. 6.0 m, roof pitch approx. 45 O , Installation of approx. 1 000 m² of roof formwork made of 25 mm chipboard incl. Pre-covering of a bitumen roofing membrane, beam of 26 pieces. wooden gabled dormers (area approx. 2.9 x 1.65 m),

- Component C2: supply and joinery of a ceiling made of construction timber approx. 0.135 m³ and BSH GL 32h approx. 1.8 m³ as well as installation of ceiling formwork chipboard approx. 60 m 2 ; Installation height at approx. 9.00 m,

- Component C1 between the axes C / E and 6/8: Installation of roof Uk consisting of approx. 168 m² vapor barrier membrane on concrete ceiling; Thermal insulation, wooden battens, 24 mm board formwork and breathable underlay,

- Component A3: Installation of approx. 505 rm rafters 10/15 cm on flat roof stage tower, installation height approx. +20 m, flat roof pitch (tent roof shape with 13.7 O or 20.3ˆ roof pitch) incl. dismantling and disposal of approx. 390 m² of existing roof covering, roof formwork and roof insulation, installation of approx. 390 m² of new 24 mm thick board formwork as well as a layer of 30 mm thick cement-bonded chipboard including pre-covering from a layer of elastomer bitumen steam sheeting.