KE Plaßstraße/Tiewinkel, Kurler Busch, Kanalbau Teil A & B

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approx. 9,200 m³ soil excavation from 0 to 5.40 m approx. 620 m³ soil for open trench excavation and profiling approx. 6,800 m² standard sheet piling shoring approx. 1,500 m² single-track sliding rail shoring approx. 50 m² channel plank shoring approx. 310 m² sheet piling shoring up to 7.50 m pile length 2 start shafts with shotcrete, diameter max. 6.00 m, depth approx. 5.10 m and 6.30 m 2 target shafts with shotcrete, diameter max. 6.00 m, depth approx. 4.40 m and 5.60 m approx. 100 m KG pipes DN 100 to DN 200 approx. 160 m PP pipes DN 160 to DN 200 approx. 450 m stoneware pipes DN 300 and DN 400 approx. 840 m concrete pipes DN 500, DN 600, DN 700 and DN 800 approx. 150 m reinforced concrete pipes DN 800 approx. 95 m jacking pipes stoneware DN 400 approx. 95 m jacking pipes reinforced concrete DN 500 approx. 75 m jacking pipes steel DN 800 12 precast shafts DN 1000 7 precast shafts DN 1200 13 precast shafts DN 1500 6 reinforced concrete shafts 10 to 30 m³ 3 concrete rectangular profiles as trough profiles approx. 8 m reinforced concrete rectangular profile 1000 x 1000 mm as culvert approx. 3,300 m² road reinstatement approx. 180…

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