Our Projects | Max People

Christchurch Metro Sports Facility

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Spark Building – Cathedral Square, Christchurch

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Christchurch Nurses Memorial Chapel

This heritage project required deconstruction of the historic Nurses’ Memorial Chapel by hand, with each piece being documented and labelled, in preparation for reconstruction. The original parquet flooring was retained and new elements constructed, including a new slate roof ordered from the UK. Some complexities were encountered, such as the discovery of asbestos in the main entrance subfloor—this required containment of the area, with no access permitted for eight weeks while removal was completed. The delay impacted the entire site, but the Max team worked proactively to address programme slippage. For example, they removed a large window to create a second access point and adjusted methods and programme so that workstreams could be undertaken concurrently rather than via a slower, sequential approach. As a result, four teams were working at the same time, on the east-west, north-south, basement and roof areas. While the original plan was to complete each face and structural element in sequence over six months, the same work was achieved in four months successfully claw back time lost by the asbestos removal.

The team fielded by Max was highly skilled tradespeople, with expertise in the techniques and care essential to limit damage to heritage features. The timberwork was fragile but highly significant to the project, and some damage was expected. However, all timber panelling work was completed without damage or need for replacement of visible timbers. Our strong identification of risks and implementation of a site-specific plan to minimise and manage these ensured we completed the project safely, on time, to the satisfaction of our client. This was supported by our use of a consistent dynamic scaffolding system which could be altered at short notice and certified as safe to proceed with minimal lag time. Subcontractor buy-in to Max heritage project requirements and strict processing obligations ensured the motto ‘measure twice cut once’ with no unforeseen surprises underpinned our execution of all works. Despite a 13-week delay to the programme caused by asbestos, the Max team’s expertise and access to additional resources enabled resequencing and acceleration of works to achieve completion within the programme and to budget. The technical skill of the tradespeople fielded by Max meant significant elements of this historic structure could be preserved and beautifully restored for future generations to enjoy.

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Christchurch Art Gallery Te Puna o Waiwhetū

We undertook earthquake repairs to the Christchurch Art Gallery during, and following, its base isolation retrofit. The scope of works included new timber flooring, plastering and paint works, door works and installation of a new suspended ceiling.

With tight timeframes, our ability to innovate was key to project success. For example, for repair of existing wooden floors we developed a simple system for working through and grading flooring. With inspections required after flooring was lifted, and an immovable deadline for the reopening of the gallery, it was essential to lay the retrofitted flooring extremely fast and join it seamlessly to existing floors. Planning and preparation was essential to a high quality finish and maintaining programme. To ensure readiness to install the moment we got the ‘green light’; as floors were lifted, we de-nailed, cleaned and stacked components according to thickness and straightness. This attention to detail was essential, there had been up to six sandings completed in parts of the Gallery, so thickness of the component floor boards varied by up to 4mm.

Other challenges included the demands of working under an NEC3 form of contract. Project administration demands were stringent and included protocols such as ‘before and after’ photographs for all works, and clear articulation of quantities/rates. However, Max’s contract administration was diligent. Our delivery met or exceeded contract requirements for quality, and was achieved on budget and on time, to support the Gallery reopening on the scheduled date.

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Christchurch Town Hall

On this project, we undertook the installation of formwork systems for replacement of the earthquake-damaged foundations, walls, stairs and slabs of the Christchurch Town Hall. The project also required concrete repairs to the earthquake-damaged elements of the building which were retained.

The programme was challenged by delays caused by groundwater, and significant additional works. However, the Max team kept the formwork package on track through proactive planning and by forming some actions ahead of time, when there were opportunities to stay ahead of the production curve. On a project which was significantly delayed, the Max team’s ability to innovate resulted in a six week ‘gain’ in the programme. This was achieved by combining three separate concrete pours into one large pour of >350m3 of concrete. As a result, the internal auditorium of the main building was progressed much faster than initially planned.

As well as playing a vital role in the overall critical path for the project, the Max crew’s performance was strong. Works were completed without an environmental or safety incident, to meet quality, time and budget requirements.

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Christchurch Cathedral Junction

Cathedral Junction was one of the first post-earthquake projects to get off the ground in Christchurch and involved repair and complete fit-out of Quest Apartments, Hotel 115 and fit-out of 18 retail units. It is significant as being the very first project undertaken by Max. Managing Director, Dave McSorley, was the project’s Site Manager, overseeing more than 170 staff and up to ten contractors, at any given time.

This use of a managed labour model to deliver a project was extremely innovative and successful. All works were completed on budget & time, to a standard of quality which the client described as ‘going above and beyond to deliver to the highest of standards’. The Cathedral Junction project, delivered successfully via a managed labour model, has provided the foundations on which the Max Group has been built.

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Christchurch Victoria Square Restoration

The Victoria Park contract was awarded to Max Projects as a continuation of the package of works delivered for the Christchurch Town Hall (refer below), and our strong performance on that contract. Our crew was tasked with the removal and replacement of curved walls, as part of the post-quake restoration of Victoria Park.

The project benefited from an innovative approach to source and used specialised re-usable formwork. This created a significantly more efficient method for curved wall construction. After researching and sourcing a suitable proprietary formwork product called ToughForm, our Project Manager undertook testing, ahead of onsite deployment. This approach was highly successful, both in speed to deliver and the cost savings (i.e. reduced labour costs and a 75% reduction in materials).

Despite the intricacy of construction required, Max delivered this project to meet quality specifications. There was a 5mm tolerance for the curved walls which was checked using GPS. All our work was completed on time, with zero remedial actions due to location errors. The worksite was close to the Avon River, our team also adhered to strict environmental protocols, to ensure tasks were completed without incident. All aspects of delivery by the Max team were substantial, with the result that ongoing work was awarded to us, by our client.

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Christchurch Acute Services Building

Max Projects provided formwork systems for in-ground foundations and the installation of feature precast concrete panels throughout the new Acute Services Building, located at Christchurch Hospital. The specialist precast concrete works which our team delivered included installing up to nine floors of architecturally finished units. The complexity of installation for the IL Level 4 building was to ensure the structure fully met requirements for superb seismic performance.

Foundations for the project were provided in accordance with a demanding programme. Supply and installation of all foundational concrete formwork were achieved while coordinating with revised structural design requirements.

All aspects of this project were completed to specification and programme and within budget. In particular, the quality of the final product was noted as being ‘high’. Our client benefited from Max Projects ability to undertake the formwork package, working flexibly, and in a way which accommodated events and delays which impacted the critical programme.

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Tommy Taylor Courts Restoration

This earthquake remedial project was for a community housing complex. Max group staff undertook an extensive range of work which included internal and external structural timber works, as well as internal linings, re-painting, plumbing and electrical services, external cladding systems and floor linings. Our brief was to undertake repairs to the earthquake strengthened building, sympathetically, to minimise repair costs but still provide the best result for our client.

With the combination of renovation, new build and EQ repair expertise we had onsite, the Max team was vital to on-time, on-budget completion. For example, they identified the cladding system specified could not be warrantied for 16 of the 20 ranch sliders, without replacement of the doors and reconfiguration of openings. Their approach was to design and retro-fit bespoke flashings which, once waterproofed, were fully warrantable. The Max team’s ingenuity and expertise eliminated programme delays and the budget blow-out which replacement of doors would have caused.

The main challenge was a strict completion deadline – this was necessary to give tenants certainty for moving back into their homes. When unforeseen issues (related to physical conditions and mould) added works to the programme, these all had to be completed within the original deadline. Despite this, all aspects of the project were completed on time and on a budget based on the Max team’s ability to interpret the brief and provide our client with the certainty of budget and assurance time constraints would be met. We achieved strong health, safety and environmental outcomes (there were no lost-time injuries or environmental issues), and quality was remarked explicitly upon as being ‘impressive’ by the Christchurch City Council.

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Lyttelton Tunnel Deluge System

Max constructed a new pump station with concrete foundation and floor. Service ducts were cast in place, we plastered and painted the exterior solid-fill concrete block walls, and constructed timber roofing with corrugated iron cladding.

A key challenge of this project was the restricted work site. Our crews were working in a space-constrained/fully isolated work area, adjacent to a services road, with limited space for storage. Given the location, a key consideration was to sequence and co-ordinate deliveries of materials to the site carefully, and to minimise traffic management issues.

Our quality assurance and procedures ensured a quality project was completed with only one minor painting defect. The project was also brought in on budget with some client-directed variations to contract. There were no accidents or incidents, with only one near-miss reported. This was closed out in a Tool Box talk and measures put in place to prevent a recurrence.

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Focus Technology Group Ltd Fit-out

The interior fit-out of this new office space was complicated by the need for a Building Act exemption. This was necessary, so first fit-out of the new tenancy could proceed. This was identified early by the Max project management team who engaged specialist Architects and Fire Engineers to collate and submit the documentation required for the exemption to be granted.

Our proactive approach saved our client time and money – submission to Christchurch City Council was seamless, and the exemption was obtained without delay to programmed works. Strong project management was key to the successful delivery of the project. This included conducting a thorough risk management process to identify and develop a detailed programme of works. Expert planning and resourcing also meant all materials were ordered, and subcontractors procured and scheduled to achieve timely completion of tasks. Our proper pre-planning minimised waste products. What waste there was, was correctly recycled and disposed of under the Max Projects’ site-specific Environmental Policy and procedures. On this contract, we were able to provide our client with the certainty of the completion date, ensuring they could move into their new premises on time, without incurring additional rental costs. Quality Management procedures correctly put in place ensured the project was delivered to specification and within budget, to the satisfaction of our client.

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Northcote School - HD Unit

This project entailed the strip-out of an existing toilet block, followed by the construction of a High Dependency Unit within the existing structure. Included within the works package was the installation of a new timber ramp, decking, doors and frames.

Carried out in the January school holidays, the project was extremely timebound - all work had to be completed before the school reopening for the new academic year. This was substantially achieved, despite the short three-week programme, with some minor tasks being completed after school hours.

Our contract performance was strong – all work was completed with zero harm and on budget. The standard of quality achieved, and MOE’s high satisfaction levels have resulted in Max being awarded further MOE contracts.

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Bridge of Remembrance

Project Scope:
- Structural repairs to the Bridge of Remembrance following the Christchurch earthquake

Challenges Faced:
- Retaining aesthetic integrity of the bridges’ architecture
- Working at heights
- Confined space entry

Resource supplied:
- Managed labour model; Foreman, Civil Carpenters, Labourers, Operators, Steelfixers - all ticketed with confined space and working at heights training

Value Added:
- 32 piles installed into the arch to a depth of 25 metres
- Reinforcing bars inserted into each column with 132 holes being bored into the four columns

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