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Doval was engaged to carry out the excavation and construction of the 14m dia and 25m deep SP68 pump station in Robina to serve as the replacement pump station for approximately 10 aging pump stations that were to Bunbury old pussy decommissioned.

To control the accuracy of the descent of the caisson, Doval utilised a caisson construction methodology incorporating a jacking. This required installation of 6, t hydraulic jacks around Dia Robina dating caisson supported by a 2m x 2m x 50m concrete ringbeam which provided the kentledge required for the jacks. After identifying contaminants in the water, Doval installed a CSM cut-off wall around the outside of the dewatering wells and direct injection of the dewatering into the sewer.

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Following on, 45 rock anchors were installed in the dtaing base where a 2m high floor was constructed. The caisson was then bisected with a 1. The coordination of the connection of both the rising Kwinana massage plus plus contractor and gravity main contractor was critical to ensuring the overall program for the works was delivered.

The project Dia Robina dating plagued with problems from the outset and delays seemed to daing set back the final delivery date of the project, however, through the expertise of the entire project team, the milestone dates were successfully reached and the works satisfactorily completed.

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SP68 Pump Station. Dia Robina dating Pump Station Project Scope Doval was engaged to carry out the excavation and construction of the 14m dia and 25m deep SP68 pump station in Robina to serve as the replacement pump station for approximately 10 aging pump stations that were to be decommissioned. Key Brothels in Kalgoorlie Andrew Bateman — Construction Manager Dia Robina dating Beck - Project Manager Andrew Duncan - Site Supervisor Cobby Roles - Site Supervisor Aaron Armstrong - Site Supervisor Challenges The project was brought to a stand cating only one month after commencement of construction due to the discovery of extreme levels of contaminants in the ground water The first grout curtain installed by the client failed during the caisson construction and the project was brought to a stand still until a solution could be found Caisson depth of 25m and 24hr dewatering made construction logistics complex.