- Demolition of 2 residential buildings and further basement walls,

- production of approx. 130 m of water embankment,

- New construction of approx. 50 m HWS wall with flat foundation,

- approx. 8 m extension of a pedestrian bridge,

11.5 m excavation pit shoring, depth 1.5-3.9 m

3823 m³ soil loosen, load, BK 3-5, ≤ Z2 according to TR LAGA

6012 m² explosive ordnance investigation (surface sounding 3202 m² construction site and 2810 m² water)

205 m slope foot protection, block stone template 1 row, minimum weight 4.5 t

525 m² insert in concrete made of hydraulic building blocks (gneiss), HMB 3000/6000

181 m³ Filling from stones Foot template seawall, HMB 300/1000

86.0 m² dry stone wall with storage block stones, KL 60-150 cm H to 5 m

5.30 m extension bridge field, steel construction with wooden covering

393 m Open water retention Flöha

48.0 pcs underpinning/building protection/slope protection with micropile, Ø 100 mm, length 7.0 m to 10.0 m

26.0 m³ shotcrete C 25/30 for excavation pit protection

2.00 pcs large bored piles (pile diameter 0.62 m, length approx. 7.3 m)

28.0 t reinforcing steel BSt 500 B

220 m³ Reinforced concrete C 30/37 (foundation, ramp, wall shaft)

12,20 m³ Reinforced concrete C 25/30 LP (cap)

6952 m³uR gutting and complete demolition Freiberger Straße 9 + 11

295 m² Removal and separation of asbestos cement panels AVV 17 06 05*

70 m3 Removal and separation of insulation materials AVV 17 06 03*

149 m² veneering retaining wall made of natural stone (gneiss)

65.7 m filling rod railing on retaining wall

6.16 m² Mobile protective wall system IBS as dam beam system, stowage height 773 mm

770 m² asphalt paving to accommodate roadway, thickness above 3-6 cm

1140 m² asphalt base course made of AC 22 T N, thickness 8 cm

1330 m² asphalt surface course made of AC 8 D N, thickness 4 cm