12-field or approximately 60 m wide inlet structure, approximately 315 m long flood protection dike sections 1 and 2, as well as approximately 2.1 km long operating path and approx. 1.3 km of paving dyke backways including dismantling of existing community connection road
Flood protection dike sections 1 and 2 with solid structure (inlet structure) and approx. 2.1 km long operating path (rural road construction) and asphalting approx. 1.3 km of dyke backways including dismantling of existing community connection road:
The quantities given below are rounded sums for the above-mentioned substructures:
- Remove topsoil: 15,400 m3
- Recycling topsoil: 12,400 m3
- Cover topsoil: 4,000 m3
- excavation/loosening soil: 40,500 m3
- Dispose of soil: 29,000 t
- Install floor: 24,400 m3
- Deliver and install floor: 20,000 m3
- Sealing wall, sheet pile wall: 750 m2
- Concrete work 1,900 m3
- rebar: 230 t
- Remove top layers without binding agents: 1,700 m3
- Produce base layers without binding agents: 6,100 m3
- Make top layers without binding agents: 10,500 m2
- Make banquets and troughs: 5,300 running meters
- break up/dispose of bound superstructure: 300 m3
- Produce asphalt surface layer: 4,000 m3
- Sole and slope protection: 6,000 t