The works comprised the complete construction of concrete ramps and associated slabs. Activities undertaken included site establishment, earthworks, and subgrade preparation, followed by the supply and placement of Class 3 material to ramps and surrounds. Subbase preparation was carried out beneath the building pad slab, with formwork, reinforcement, and concrete pouring completed for both the building pad and ramps.
In addition, apron slabs were constructed, incorporating fillet drip lines to the suspended edge adjoining the retaining wall. Post-pour operations included curing, installation of expansion joints, and saw cutting. The project was finalised with the supply and installation of tactiles, ensuring accessibility compliance.