Project 22.689/1 - Sint-Niklaas/Sinaai, connection Zwaanaarde
With connection of Keizerstraat, Oude Keizerstraat, Leebrugstraat and parts of Leestraat, Heirstraat, Wapenaarteindestraat and Weimanstraat.
The agreement to be executed aims to:
Plot 1: The implementation of road and sewerage works Zwaanaarde, Keizerstraat, Oude Keizerstraat, Leebrugstraat and parts of Leestraat, Heirstraat, Wapenaarteindestraat and Weimanstraat.
Plot 2: decoupling works on private domain in the streets listed above
Plot 1 includes in particular:
• preparatory burglary works of existing pavements and sewerage with the connections.
• construction of semi-separate sewerage with house connections and street swirling.
❖ tubes < di 400:4,681 m
❖ tubes di 400:149 m
❖ tubes di 500:454 m
❖ tubes di 600:2,535 m
❖ tubes di 700:298 m
❖ tubes di 800:69 m
• installation of prefabricated rectangular tubes
❖ tubes 3000 x 1000 mm: 11 m
❖ tubes 3500 x 1250 mm: 14 m
❖ tubes 3750 x 1250 mm: 11 m
• installation of pressure sewage HDPE PN16
❖ Tubes du 63mm: 78 m
❖ Tubes du 75mm: 446 m
❖ Pump units: 6 pieces
❖ Power and communication cables: 537 m
❖ Construction by means of directional drilling: for 3 units, each order size 25m
• installation of press pipe in HDPE PN16
❖ Tubes du 125:1,718 m
• pump station construction:
❖ PS 1 - Swan Earth
❖ PS 2 — Hellestraat
❖ PS 3 — Oude Keizerstraat
❖ PS 4 — Weimanstraat
❖ PS 5 — Leebrugstraat
❖ Delivery station PS 6 - Leebrugstraat
• construction of overflows — internal surrender
• Cleaning pipes and drainage of sludge: 370m
• Construction of roadway with pavement in KWS (3 layers) on the foundation of crushed stone and underfoundation type II
• Construction of school environment in concrete pavers on draining concrete foundation and under-foundation type II
• Reconstruction of roadway (Leestraat) in boulders on crushed stone foundation and type II underfoundation.
• Construction of roadway (Hellestraat) in boulders on crushed stone foundation and type II underfoundation.
• Construction of roadway in concrete on crushed stone foundation and type II underfoundation.
• Construction of roadway in washed out dented concrete on crushed stone foundation and type II underfoundation.
• Construction of farewell strips in printed concrete on crushed stone foundation and type II underfoundation.
• Construction of bicycle paths in concrete on crushed stone foundation.
• Construction of bike paths in the mass of colored red concrete (all granulates are color -supporting)
crushed stone foundation.
• Construction of roadside strips in grass concrete tiles on crushed stone foundation and type II underfoundation
• Construction of parking strips in boulders in modified mortar on skimpy concrete foundation and type II underfoundation
• Construction of speed bumps in precast concrete on skimpy concrete foundation and type II underfoundation
• construction of gutters, side strips and curbstones.
• Corten steel drilling (school environment) on and anchored in steel fibre reinforced concrete foundation on type II underfoundation
• Construction of road sections with water-permeable function:
❖ Construction of roadway with pavement in KWS (3 layers - Heirstraat) on the foundation of crushed stone and water-permeable underfoundation type II
❖ Construction of roadway in boulders (Wapenaarteinthe street) on water-permeable foundation of crushed stone and water-permeable underfoundation type II.
❖ Construction of strips in dented concrete along the roadway (Heirstraat and Wapenaarteindestraat) on water-permeable foundation of crushed stone and water-permeable underfoundation type II.
❖ Construction of grass concrete tiles on water-permeable foundation of crushed stone and water-permeable underfoundation type II.
• realization of the drainage canals
• construction of green plantings and street furniture.
• construction of pavement sawn porphyry pebbles (platins) in modified mortar on the foundation of skimpy concrete.
...
Project 22.689/1 - Sint-Niklaas/Sinaai, connection Zwaanaarde
With connection of Keizerstraat, Oude Keizerstraat, Leebrugstraat and parts of Leestraat, Heirstraat, Wapenaarteindestraat and Weimanstraat.
The agreement to be executed aims to:
Plot 1: The implementation of road and sewerage works Zwaanaarde, Keizerstraat, Oude Keizerstraat, Leebrugstraat and parts of Leestraat, Heirstraat, Wapenaarteindestraat and Weimanstraat.
Plot 2: decoupling works on private domain in the streets listed above
Plot 1 includes in particular:
• preparatory burglary works of existing pavements and sewerage with the connections.
• construction of semi-separate sewerage with house connections and street swirling.
❖ tubes < di 400:4,681 m
❖ tubes di 400:149 m
❖ tubes di 500:454 m
❖ tubes di 600:2,535 m
❖ tubes di 700:298 m
❖ tubes di 800:69 m
• installation of prefabricated rectangular tubes
❖ tubes 3000 x 1000 mm: 11 m
❖ tubes 3500 x 1250 mm: 14 m
❖ tubes 3750 x 1250 mm: 11 m
• installation of pressure sewage HDPE PN16
❖ Tubes du 63mm: 78 m
❖ Tubes du 75mm: 446 m
❖ Pump units: 6 pieces
❖ Power and communication cables: 537 m
❖ Construction by means of directional drilling: for 3 units, each order size 25m
• installation of press pipe in HDPE PN16
❖ Tubes du 125:1,718 m
• pump station construction:
❖ PS 1 - Swan Earth
❖ PS 2 — Hellestraat
❖ PS 3 — Oude Keizerstraat
❖ PS 4 — Weimanstraat
❖ PS 5 — Leebrugstraat
❖ Delivery station PS 6 - Leebrugstraat
• construction of overflows — internal surrender
• Cleaning pipes and drainage of sludge: 370m
• Construction of roadway with pavement in KWS (3 layers) on the foundation of crushed stone and underfoundation type II
• Construction of school environment in concrete pavers on draining concrete foundation and under-foundation type II
• Reconstruction of roadway (Leestraat) in boulders on crushed stone foundation and type II underfoundation.
• Construction of roadway (Hellestraat) in boulders on crushed stone foundation and type II underfoundation.
• Construction of roadway in concrete on crushed stone foundation and type II underfoundation.
• Construction of roadway in washed out dented concrete on crushed stone foundation and type II underfoundation.
• Construction of farewell strips in printed concrete on crushed stone foundation and type II underfoundation.
• Construction of bicycle paths in concrete on crushed stone foundation.
• Construction of bike paths in the mass of colored red concrete (all granulates are color -supporting)
crushed stone foundation.
• Construction of roadside strips in grass concrete tiles on crushed stone foundation and type II underfoundation
• Construction of parking strips in boulders in modified mortar on skimpy concrete foundation and type II underfoundation
• Construction of speed bumps in precast concrete on skimpy concrete foundation and type II underfoundation
• construction of gutters, side strips and curbstones.
• Corten steel drilling (school environment) on and anchored in steel fibre reinforced concrete foundation on type II underfoundation
• Construction of road sections with water-permeable function:
❖ Construction of roadway with pavement in KWS (3 layers - Heirstraat) on the foundation of crushed stone and water-permeable underfoundation type II
❖ Construction of roadway in boulders (Wapenaarteinthe street) on water-permeable foundation of crushed stone and water-permeable underfoundation type II.
❖ Construction of strips in dented concrete along the roadway (Heirstraat and Wapenaarteindestraat) on water-permeable foundation of crushed stone and water-permeable underfoundation type II.
❖ Construction of grass concrete tiles on water-permeable foundation of crushed stone and water-permeable underfoundation type II.
• realization of the drainage canals
• construction of green plantings and street furniture.
• construction of pavement sawn porphyry pebbles (platins) in modified mortar on the foundation of skimpy concrete.
...