TEMPORARY FENCE
A steel-mesh temporary fence is erected around the perimeter before any other works commence. This is a legal requirement under the Building Regulations and must be maintained throughout the entire build.
Major Build Stages
Build on solid ground.
The base stage covers everything from mobilising the site through to the concrete slab being poured and curing. With over 20 sequential minor events, this is one of the most complex stages, and the one where substandard work is hardest to fix later.
Stage 2 of 6. 21 minor events covered.
Click any event to see what's covered and how it's delivered on the platform.
Temporary Fence
3 delivery methods
Siltation Protection
2 delivery methods
Toilet Hire (Waste Management)
2 delivery methods
Bin Hire (Waste Management)
2 delivery methods
Excavation
3 delivery methods
Retaining Walls
3 delivery methods
Water Connection
3 delivery methods
Set-Out (Survey)
2 delivery methods
Piers (Alternative to Screw Piles)
3 delivery methods
Screw Piles (Alternative to Piers)
2 delivery methods
Underground Power
3 delivery methods
Communications
2 delivery methods
Sewer Drains
3 delivery methods
Stormwater Drains
3 delivery methods
Spoil Removal
2 delivery methods
Rock Removal
3 delivery methods
Concrete Pump
2 delivery methods
Waffle Pod Slab: Material
3 delivery methods
Concrete Supply
2 delivery methods
Waffle Pod Slab: Labour
4 delivery methods
Termite Protection
3 delivery methods
A steel-mesh temporary fence is erected around the perimeter before any other works commence. This is a legal requirement under the Building Regulations and must be maintained throughout the entire build.
Geotextile silt socks and rock check dams are installed at drainage outlets to prevent sediment-laden water leaving the site. This is an EPA/council requirement and forms part of your site management plan.
A portable toilet must be on site before tradespeople commence work. The Building Regulations require this from day one; it's often one of the first defects flagged at a base stage inspection.
A skip bin or waste management system must be established at the start. Keeping site waste separated and contained is both a regulatory requirement and a safety obligation.
Bulk earthworks to cut and fill the site to the design levels. Soil is removed to formation level for slabs and footings; cut material may be carted off or redistributed on site depending on the site class and design.
Where significant level changes exist, retaining walls (concrete block, timber, or poured concrete) are constructed before footings are dug. Engineering sign-off is required for walls over 1m in most states.
Application to the water authority for a service connection. A licensed plumber excavates from the mains to the meter box location and installs a temporary capped supply ready for future plumbing connection.
A licensed surveyor pegs the exact building footprint on site based on the approved plans. All footings, slabs and walls are positioned from these pegs; any error here cascades through the entire build.
On reactive sites, bored or driven concrete piers are installed below the reactive zone to provide a stable bearing stratum for the slab. Depth and diameter are specified by the structural engineer based on soil testing.
Galvanised steel screw piles are machine-driven to refusal as an alternative to concrete piers. Common on sites with difficult access, high groundwater or where minimal disturbance is required.
The electrical distributor installs the underground service from the street to the meter box location. This must be complete and approved before the concrete slab is poured over conduit runs.
NBN or telecommunications conduit is installed from the pit at the boundary to the house service point. Conduit sizing and routing must comply with NBN Co specifications before the slab is poured.
A licensed drainer installs sewer drainage pipes from the house drainage system to the property boundary connection point. Pipe fall, bedding material and inspection openings must comply with AS 3500.
Stormwater drainage is installed to collect roof and surface water and direct it to the legal point of discharge, whether to the street, a pit or a detention system. Pipe sizes are calculated from catchment area.
Excess cut material, unsuitable fill and removed vegetation is carted from the site. The volume of spoil is calculated from the excavation drawings; removal costs can significantly affect base stage budgets.
If rock is encountered during excavation (a common contractual PC item), it must be broken up and removed. This is typically charged as a variation; understanding how rock is measured and priced protects your budget.
A concrete pump truck is engaged to place concrete in areas a ready-mix truck cannot reach by chute. Pump hire, boom reach and clean-down costs are calculated as part of the concrete pour program.
Expanded polystyrene void formers (waffle pods) are positioned within the grid of steel reinforcement. Pod size, spacing and edge beam dimensions are specified by the structural engineer to match the site class.
Ready-mix concrete is ordered to the structural engineer's specification, typically N25 or N32 strength with a specific slump for workability. Timing, truck sequencing and delivery dockets must all be managed on pour day.
The concreting crew places, screeds and floats the slab to level. Cover to reinforcement, construction joints, edge beam depths and surface finish tolerances are all critical quality hold points.
A chemical termite barrier (soil treatment or reticulation system) is installed before the slab is poured. This is a mandatory requirement under the Building Code and must be certified by a licensed pest controller.