Redevelopment of the Jozef Vervaenestraat and adjacent road in Ghent.

Fixed part:

- preparatory works and road and rail break-up,

- preparatory works for declaring / making the site zone bomb-proof,

- the construction of gravity DWA and RWA sewers varying in diameter from 250 mm to 1 200 mm. DWA pipes diam. 250 mm and 300 mm are laid in green tubes. The pipes with a diameter of 600 mm and 1 200 mm and associated inspection pits consist of reinforced concrete, covered with fiber-reinforced epoxy resin,

- fitting the trenching measures required: circuits and grout screens,

- the execution of an under-piercing with a diameter of 1 000 mm under the entrance and exit of the E17, including the production of a press and receiving pit in secant piles,

- construction of lifting stations with overflow, construction of HDPE pressure pipe with diameter 125 mm,

- construction of overflow construction,

- regrooving of existing drainage ditch,

- realization of house and street gully connections,

- track construction including accessories,

- construction of shelter,

- construction of pavements incl. Foundations:

- roadway in continuous reinforced concrete pavement,

- road in asphalt pavement, cycle path in colored asphalt pavement.

- pavement pavement in concrete pavers,

- parking lanes in cobblestone,

- construction of linear elements including foundations,

- adjustment of the slope under the bridge of the E17 by means of berliner walls and exposed concrete.

Conditional part: the conditional part involves the possible installation of grout screens in the following zones, based on the results of the test dewatering: D1-D4, R1-R3, D8-D6, D6-D12, D38-D37, D39-D37 and D5-D19.