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November 2002
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Education Pilot PPPs Near Completion (No.14 Nov-02)

In April 2001, under the Government’s pilot Public-Private-Partnership, the Department of Education selected Jarvis Projects to oversee the construction and running of five post-primary schools throughout Ireland under the NDP to cater for nearly 3,500 pupils. Under the ai??i??81.5m scheme, Jarvis will design, build, finance and operate the schools for 25 years, during which it will be responsible for maintenance, cleaning, security and IT support. After 25 years, ownership transfers to the Government.

The PPP model offers a number of advantages over traditional procurement methods, including improved value for money arising from optimal transfer of risk from the public to private sector. In addition, PPP offers benefits in terms of competition, adoption of whole of life design, design innovation and project delivery. The management contract will also free up key staff resources, enabling principals, teachers and boards of management to concentrate on teaching matters.

Carl Bro Ireland is part of the team with Jarvis for three of the schools located in Clones, Co Monaghan; Shannon, Co Clare; and Tubbercurry (photographed), Co Sligo. Between them they will cater for close to 2,000 pupils. Facilities include advanced IT and communications systems and extensive sports and leisure facilities.

The geotechnical site investigations revealed a diversity of ground conditions between the three sites. At Shannon and Clones, the survey revealed very poor ground conditions, which necessitated piled foundation solutions and suspended ground floors. Ground improvement techniques comprising surcharging combined with vertical drain treatment were also required at Clones to support roads, underground services and external pavements. At Tubbercurry, the site investigation confirmed the presence of bedrock relatively close to the surface. In addition, the topographical survey revealed a 4.0 metre difference in level over the length of the proposed school building. To accommodate this level difference and the requirement to minimise the number of changes of floor level within the building, a portion of the building required bulk excavation of the bedrock for foundation and floor construction. At the opposite end of the school, approximately one third of the ground floor including the sports hall is suspended above existing ground levels.

The superstructure for each of the three schools comprises a structural steel frame supporting roof, suspended upper floors and non-loadbearing concrete block walls. The frame allows rapid erection of the primary structural components to meet programme delivery and offers maximum flexibility of design for future alterations. Typically, the frame comprises an approximate 7.2m grid of UC columns located within the main circulation corridor walls and the inner leaf of the perimeter walls. The roof comprises insulated roof covering supported on cold formed steel purlins spanning 7.2 m between UB rafters, which are in turn supported by the frame columns. The first floor slab is supported on internal spine beams and perimeter beams spanning between columns. The internal UC spine beams are located within the depth of the floor slab to minimise downstands within the building envelope. Lateral stability of the frame is provided by CHS roof bracing (single storey areas) and by cantilever columns propped off the first floor slabs (two storey areas). Suspended floors for upper levels are 200mm precast pre-stressed units with 75mm mesh reinforced structural topping.

education14

The site at Clones historically has had issues with seasonal flooding during the winter months. As part of the development, a number of measures were adopted to negate the threat of future flooding of the school buildings, playing pitches and adjacent roads. These measures included raising the building levels above the low lying areas (and historical flood levels) and attenuation of storm water originating on the site. By agreement with the Local Authority a controlled discharge rate into the outfall watercourse was set to ease downstream flooding. Within the site, storm water is stored within an oversized culvert and discharge is controlled by a hydrobrake device.

Construction commenced in November 2001. Despite adverse ground conditions and weather, all 3 schools are due to be operational by December 2002. This achievement is justification of the deliberate decision to diverge from traditional loadbearing masonry construction in order to achieve early delivery within the PPP context.
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