The joint municipality of Artland intends to build a new 2-field sports hall with grandstand and adjacent additional gymnastics hall in Badbergen. The measure is divided into 2 construction phases. The 2-field sports hall with a total of 6 changing rooms including showers and side rooms will be built in the 1st BA. The grandstand area is located upstairs.

The additional gymnastics hall with adjacent equipment and storage room will be added to the 2nd BA.

Performance: structural work 1st and 2nd BA Building data Net floor plan area: EC approx. 2110 m2; upper floor approx. 400 m2; total: approx. 2,510 m2;

Gross floor plan area: ground floor approx. 2,329 m2; upper floor approx. 484 m2; total: approx. 2,813 m2;

Gross volume: EC approx.15,510 m3; OG approx. 1,572 m3; Total: approx. 17,082 m3;

Plot size: approx. 13,687 m2 Construction:

- facing brickwork;

- reinforced concrete construction with brickwork;

- reinforced concrete flat roof and stb. trusses with trapezoidal sheets as flat roof construction with slope thermal insulation, roof waterproofing and green roofs;

Building expansion joints are executed as specified by the structural engineer.

The vertical load removal is carried out by reinforced concrete columns, reinforced concrete walls, masonry, etc.

construction of a 2-field sports hall with grandstand and additional gymnastics hall in Badbergen;

Performance: shell work Main quantities:

1st construction stage - excavation of ground approx. 2,300 m³;

- filling sand approx. 1,570 m³;

- RW/SW cables inside approx. 870 m;

- RW cables approx. 570 m;

- Stb. -foundation/sole plate approx. 713 m³;

- Stb. walls + ceilings approx. 1,075 m³;

- prestressed concrete T-binder approx. 8 pcs;

- prestressed concrete hollow planks approx. 110 m²;

- rebar B500 S approx. 10 t;

- rebar B500 approx. 243 t;

- internal walls 11.5 cm approx. 420 m²;

- interior walls 17.5/24 cm approx. 119 m²;

- Masonry masonry approx. 1,390 m²;

- precast lintels approx. 160 m;

- Trapezoidal roof sheet approx. 1,140 m²;

2nd construction stage - excavation of ground approx. 385 m³;

- filling sand approx. 455 m³;

- Stb. foundations, sole approx. 220 m³;

- Stb. walls + ceilings approx. 180 m³;

- rectangle Q-prestressed concrete trusses 40/80 cm approx. 3 pcs;

- facing masonry approx. 520 m²;

- Trapezoidal roof sheet approx. 275 m²;

See specifications for more details.