Earthwork, Draining and Reinforced Concrete Works The earthwork includes the movement of earth necessary for the foundation and the bearing plate. This applies to a plane site covered with soil. The top edge of the future hall floor corresponds to the present site top edge. Our prices apply to a soil pressure of 0.25 MN/m² (which is usually the case) and an inner angle of slope of at least 30°, soil class 3-4, dump class 1 (Z=0) Earthwork - Our Services Removing, loading and carrying off the existing soil. Excavation (ditch for the foundation), including isolated foundation and continuous footing as machine excavation, foundation ditch measurement according to the size of the building plus working space. Storage of the excavated material for refilling, earth which is not needed will be carried off. Pipe trenches in required width for canalisation directly at the hall including sand bedding filling and slope according to local conditions. Supplying and embedding mineral mix or recycling material as needed for the substruction of the bearing plate. Draining - Our Services Main conduits for storm water sewers for the building made of rigid PVC-plastic pipes, including pipe branches, pipe bends, bushings, cover lids etc. For the draining of the water we plan a main sewer in 1m-distance along the building’s outer wall, which connects to the branching pipes from the building. The sewers are led to a collecting intake basin for the storm water, distance to the building up to 10 m. Special measures or conditions of the authorization authority like pump stations are not included.   Reinforced Concrete Works - Our Services Granular subbase for all block foundations and continuous footing, made of unreinforced concrete. Reinforced isolated foundations in frost-proof depth, including all formwork, anchor elements, reinforcement and concrete (B25). Embedding flat bars as earthing in various lengths into the isolated foundations and connecting. External reinforced concrete parts in fair-faced concrete-quality as footing elements with a 4 cm-core insulation. Fibre concrete bearing plates for a fork lift truck-load (7.5 to) and a load per surface (evenly distributed) of 5 to/m², thickness of bearing plate as required according to structural calculations; including concrete pump, mechanical trowelling by trowelling machines, evenness of the surface according to DIN 18202 table 3 line 3. Cutting in shrinkage gaps in a distance of 5 m without sealing.   >> Back to Standard Halls