
A concrete slab is the foundation everything else sits on, so it is the one job where cutting corners costs the most later. Peak Concreting Bendigo pours house slabs, shed and garage floor slabs, extension slabs and suspended slabs, along with the strip, pad and bored pier footings that carry them, right across the region. Every slab is engineered for the ground beneath it, which matters here because Bendigo's reactive clay takes up water in winter and gives it back in summer, and it will crack or heave a slab that was not designed for that movement. Work follows the relevant Australian Standards, AS 2870 for residential slabs and footings and AS 3600 for the concrete itself, with a properly compacted base, reinforcement chaired to keep its cover, a vapour barrier under habitable floors and control joints set where they belong. Twelve years of pouring slabs and footings across the region informs the advice on thickness, reinforcement, pier depth and drainage. Every slab is quoted in writing before work starts. Call 0485 072 026.
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Peak Concreting Bendigo

The concrete slabs Bendigo properties are built on fall into a handful of distinct types, and each is designed differently even though they share the same base preparation and the same standards.
A waffle raft sits on top of the ground rather than in it, formed as a grid of polystyrene void formers with reinforced concrete ribs running between them and a slab poured over the whole lot. There is minimal excavation, which suits a level block, and the stiff ribbed structure handles clay movement well. It is the most common new-house slab in the region. The trade-off is that it needs a reasonably flat site and good surface drainage, because the slab sits proud of the ground.
A stiffened raft is cut into the ground, with beams trenched below the slab level and the slab poured integrally with them. It suits a site with some fall or where the engineer wants the beams founded deeper into stable material. Edge beams are deepened where the slab carries loadbearing walls, and internal beams run under loadbearing lines rather than on a uniform grid.
An extension slab has to work with a building that is already there and already settled. The new slab is separated from the existing one with an articulation or expansion joint so the two can move independently instead of cracking each other, levels are taken off the existing floor so the finished surfaces meet cleanly, and the footing depth is matched to what the original house was founded on. Tying a new slab rigidly into an old one is the most common cause of cracking in an addition.
A suspended slab spans between supports rather than bearing on the ground, used for a second storey, a slab over a garage, a deck or a slab stepping down a sloping block. These are fully engineered: the reinforcement, thickness, propping and concrete strength all come from a structural engineer's drawings, and the formwork and propping stay in place until the concrete has reached the specified strength.


Peak Concreting Bendigo

Footings are the part nobody sees and the part that decides whether everything above stays where it was put. On Bendigo's clay they are the most important line on the drawing.
A strip footing is a continuous reinforced beam running beneath a loadbearing wall, spreading the wall load across a wider band of soil. Width and depth come from the load above and the bearing capacity below, and reinforcement is lapped and chaired so the steel sits where the engineer specified. Strip footings are the standard under brick and blockwork walls.
A pad footing is an isolated block of reinforced concrete carrying a point load, used under a post, a column, a pier or a steel frame. Size is set by the load and the soil, and starter bars or a base plate are cast in so the structure above can be fixed to it. A verandah, carport or shed frame typically sits on pads.
Where the reactive layer is deep, where fill has to be passed through, or where a slab must be isolated from seasonal movement, bored piers are the answer. A pier is augered down to competent material, reinforced with a cage and poured, so the load is carried below the zone that swells and shrinks. Depth is confirmed on site during drilling rather than assumed, because the depth to stable ground varies across the goldfields.
Bendigo sits on soils that take up water in winter and give it back in summer, and the ground surface rises and falls as they do. A footing founded in that active zone rides up and down with it, which is what cracks brickwork above a door or splits a slab across the middle. The remedy is depth, stiffness or both, and which of those applies comes from the site classification rather than from habit.
Peak Concreting Bendigo

Residential slabs and footings in Australia are designed to AS 2870, and that standard works from a site classification. Getting the classification right is the first real decision on a slab job.
Sites are classified by how much the soil moves with moisture, from Class A for stable sand and rock, through S, M, H1, H2 and E for increasingly reactive clay, plus Class P for problem sites. Much of the Bendigo region classifies in the moderate to highly reactive range, and that classification directly sets the slab type, the beam depths and the reinforcement. A classification is produced from a geotechnical investigation with boreholes, not from looking at the block.
From the classification, an engineer designs the slab and footing system and issues drawings with the beam sizes, reinforcement schedule, concrete strength and any pier depths. For a new dwelling, an extension or a suspended slab, that design is required for building approval and is what the pour is set out against. Work is carried out to those drawings, and where something found during excavation does not match them, the engineer is consulted rather than the difference being absorbed on site.
Residential slabs are typically specified at 20 to 32 MPa depending on application, with reinforcement as mesh, trench mesh and bar to the schedule, all chaired to maintain cover. A vapour barrier goes under a habitable slab to stop ground moisture rising through it, lapped and taped and kept intact through the pour. Concrete cover over the steel is what protects it from corrosion, which is why chairs are not optional.
AS 2870 assumes the ground around a slab is drained and kept at reasonably stable moisture. That means surface water shed away from the building, downpipes connected to stormwater rather than discharging at the slab edge, and no garden beds or irrigation saturating the soil against the footings. A correctly engineered slab can still be damaged by water mismanaged around it, so this is covered at handover rather than left unsaid.


Peak Concreting Bendigo

A shed, garage or workshop slab is a simpler job than a house slab, with no habitable-floor requirements, but it still fails in the same ways when the base is wrong.
A domestic shed or garage slab is normally poured at 100mm on a compacted crushed-rock base with mesh reinforcement chaired into the slab, with a thickened edge beam around the perimeter to carry the frame and to give the wall sheeting something to fix to. Where the shed houses a hoist, a caravan or machinery, thickness and reinforcement step up and the engineer may specify pads under the column lines. Anchor bolts and starter bars for the frame are set out from the shed manufacturer's drawings and cast in, since drilling them later is both weaker and slower.
A workshop floor takes point loads, dropped tools and trolley traffic. Thickness, concrete strength and joint layout are set around the heaviest thing that will sit on it, and joints are kept out of trafficked lines wherever possible because a joint in a wheel path is the first thing to break down.
A slab in a shed or garage is laid with a slight fall to the door so water that comes in on a vehicle runs out again rather than sitting at the back wall. The threshold level is set against the existing driveway or path so there is no lip to catch a mower or a trolley, and where the slab sits below the surrounding ground a grated drain across the opening is specified.
A shed or garage slab is often the finished floor, so how it is finished matters. A steel-trowelled surface is smooth and easy to sweep; a broom finish gives grip on a sloped entry. Bare concrete dusts and absorbs oil, so sealing it is worth doing. Where the floor is to become a feature, the same slab can later be ground to a honed or polished finish, which is simplest if planned before the pour so the mix and the flatness suit it.
Peak Concreting Bendigo

Slabs and footings are quoted per square metre of slab with the footings and site works itemised, because the groundwork varies far more than the concrete does. The figures below are indicative for the Bendigo area; a written quote replaces them with a fixed price once the engineering is in hand.
A straightforward shed or garage slab generally runs from around $110 to $160 per square metre including base preparation, mesh and a thickened edge. A new engineered house slab, waffle raft or stiffened raft, typically falls between about $140 and $220 per square metre depending on the site classification and the beam schedule. Bored piers are priced per pier and per metre of depth. Suspended slabs are quoted individually, because the formwork, propping and reinforcement dominate the cost rather than the area.
The site classification is the biggest single factor, because an H2 or E class site needs deeper beams, more steel and sometimes piers that an M class site does not. After that: excavation volume and how much spoil leaves the site, fall across the block and whether cut-and-fill or retaining is needed, access for the truck and the pump, the depth to stable ground if piers are specified, and whether engineering and the soil report are inside or outside the quote.
Real savings come from a simple footprint, a level site and good access, all of which reduce labour and spoil rather than reducing the structure. What should never be trimmed is base compaction, reinforcement cover, concrete strength or beam depth, because the slab carries everything built on it and a failed slab cannot be repaired economically. A quote materially cheaper than the others is usually cheaper on one of those four.
Peak Concreting Bendigo quotes every slab in writing with the base, thickness, concrete strength, reinforcement and footing schedule itemised, so quotes can be compared on specification instead of on a single figure. Call 0485 072 026.


A call or a form message starts it. A site visit follows to measure up, check access and assess the ground or the existing slab, and a fixed written price comes back with the scope spelled out.

Preparation is matched to the job quoted: excavating and compacting a base and setting formwork and steel for a new pour, or grinding, cleaning and priming the surface where the work goes over concrete already in the ground.

The chosen finish is worked and then protected, with joints cut and curing managed on a new pour or the surface sealed on an overlay or polish, and the site left clean and ready to use.
It depends entirely on what sits on it. A domestic shed or garage slab is normally 100mm on a compacted crushed-rock base with chaired mesh and a thickened edge beam. A new house slab is not a single thickness at all: it is an engineered system of a slab panel with reinforced beams beneath it, and the panel and beam dimensions come from the site classification and the engineer's drawings. A workshop housing a hoist or machinery goes thicker again with pads under the column lines. Thickness without proper base compaction and reinforcement cover achieves very little. Call 0485 072 026.
A site classification describes how much the soil on a block moves as its moisture changes, running from Class A for stable sand and rock through S, M, H1, H2 and E for increasingly reactive clay, plus Class P for problem sites. It comes from a geotechnical investigation with boreholes, not from inspecting the surface. Much of the Bendigo region sits in the moderate to highly reactive range. For a new dwelling, an extension or a suspended slab the classification is required, because it sets the slab type, beam depths and reinforcement under AS 2870 and is part of building approval. A simple shed slab generally does not need one. Call 0485 072 026.
Two different causes get confused. Fine shrinkage cracking is normal as concrete cures and is managed with control joints that keep it in straight planned lines. Structural cracking comes from movement, and locally that is usually reactive clay swelling in winter and shrinking in summer, lifting or dropping a footing that was not founded deep or stiff enough for the site classification. Other causes are inadequate base compaction, reinforcement resting on the base instead of chaired into the slab, and water mismanaged around the building, especially downpipes discharging at the slab edge. Call 0485 072 026.
As an indicative guide, a shed or garage slab runs from around $110 to $160 per square metre in the Bendigo area including base preparation, mesh and a thickened edge. A new engineered house slab typically falls between $140 and $220 per square metre depending on the site classification and beam schedule. Bored piers are priced per pier and per metre of depth, and suspended slabs are quoted individually because formwork and propping dominate the cost. The classification is the biggest variable, followed by excavation volume, fall across the block and truck access. Call 0485 072 026.
Framing can usually begin within about seven days, by which point the concrete has reached roughly three-quarters of its design strength, though the exact wait comes from the engineer's specification rather than a rule of thumb. Concrete keeps gaining strength for a month and more. Cold weather slows it and hot dry Bendigo weather means the slab has to be kept moist, so curing is actively managed with a compound or covering. On a suspended slab the formwork and propping stay in place until the specified strength is confirmed, which is a longer wait. Call 0485 072 026.
A domestic shed slab normally uses a thickened edge beam around the perimeter rather than separate footings, and that beam carries the frame and gives the wall sheeting a fixing. Separate pad footings become necessary where there are point loads: a steel portal frame, internal columns, a hoist, mezzanine supports or a very large span. On a highly reactive site, or where the slab sits on fill, an engineer may specify piers to found the slab below the moving zone. Anchor bolts are set out from the shed manufacturer's drawings and cast in rather than drilled later. Call 0485 072 026.
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