Location: Auckland, New Zealand
Contract type: NEC3
Construction Period: 3 years
- 200 staff
- 830,000-man hours worked
- 120,000 m3 earth moved
- 15,500 m3 of concrete poured, or 750 concrete truck loads
- 2,400 of 150 mm Universal Column (UC) steel piles weighing 500kg each were installed - covering 42 km
- 323 precast concrete panels
- 144 km of tensioning cable
McConnell Dowell, in joint venture, delivered an additional Biological Nutrient Removal (BNR) facility for Watercare as part of its expansion of processing facilities at Mangere Resource Recovery Facility (MRRF).
The scope of work involved the construction of two reactors, two clarifiers, a blower building, splitter boxes (including for future duplication of reactors in 10 years), secondary effluent (SEF) pipeline, sludge storage tanks and interconnecting SEF pipework to provide additional secondary treatment capacity of approximately 250,000 people. We successfully installed the twin SEF pipes using a pipejacking method, which required precision in execution due to a gas main, 33 kV cable, and the main fuel main from the Marsden Point Refinery to Auckland and the airport running along the alignment.
Working adjacent to critical services and an operational plant in a constrained brownfields environment required stringent safety management. We developed a strong safety culture and implemented a thorough training and awareness programme to ensure all staff understood and proactively mitigated the risks of a high-hazard environment.
Understanding the constraints of working in a brownfield environment was essential to ensuring production targets were achieved. The JV team worked collaboratively with Watercare to enhance the programme and provide alternate solutions that saved Watercare money.
The JV was responsible for the design and construction of the reactor and clarifier tanks, which are lightweight, post-tensioned precast concrete structures. Underlying soft soils saw these large tanks founded on some 2,400 driven piles. Large precast concrete panels were cast and erected on site to form the tank walls. This provided an economical, safer construction methodology by reducing the amount of work at height required.