A stiffened raft that floats as one rigid mass over reactive soils — engineered, formed and poured by one team start to finish.
A stiffened raft slab is a ground-level concrete slab with integral stiffening beams — also called ribs — cast monolithically so the whole slab acts as one rigid mass. Rather than transferring loads through separate point footings, the beam-and-slab system distributes load evenly across the footprint beneath it.
This is what makes the stiffened raft the standard footing solution for reactive and clay-rich soils across Greater and Western Sydney. As the soil moves or swells, the slab moves with it as a single unit rather than in sections. Every raft slab we build is constructed to the structural engineer's design and to Australian Standard AS2870.
Six reasons builders and owner-builders across Sydney specify a stiffened raft for reactive and clay-heavy sites.
The monolithic beam-and-slab system distributes movement across the whole footprint, making it the proven solution for Class M, H and E sites common throughout Greater Sydney.
Slab and beams are cast in a single pour, bonding them into one structural unit. There are no construction joints between the footing and the slab — it all moves together.
Beam depth, width, spacing and reinforcement are specified by the structural engineer for each site. We build to those drawings — not a generic template.
Stiffened rafts are suitable for single-storey and double-storey homes, granny flats, duplexes and most residential builds across the Greater Sydney basin.
The scope covers trench excavation, sub-base preparation, formwork and all steel work. There is no split between a separate excavator and a separate concretor — one team handles the complete job.
One team manages the whole job from initial cut to the finished slab — one point of contact, one party accountable for the schedule, the quality and the result.
Three stages, managed by one team from the engineering drawings to the finished and cured slab.
We work from the structural engineer's drawings. The beam trenches are excavated to the specified depth and width, the sub-base is prepared, and any required inspections are arranged before steel goes in.
Perimeter and internal formwork is set to level, the beam steel and slab reinforcement mesh are placed to the engineer's specification, and all penetrations are formed before the pour is booked.
The slab and all beams are poured in one continuous operation — no cold joints, no separate pours. The concrete is finished to the specified level and allowed to cure before handover.
Both are stiffened raft systems. The engineer specifies which one suits your site.
Beams formed in excavated trenches, slab sits at ground level. The standard approach for sites with significant reactive soil depth or where the engineer specifies trenched construction.
You are hereBeams formed above existing ground using void-former pods. Requires less excavation and suits sites where a raised floor level or minimal ground disturbance is specified.
Learn about waffle pod slabsAlso building a house slab? See our full house slab services page.
We price each raft slab from the structural engineer's drawings and the site conditions — so the number you receive reflects the actual job. Send us your plans and we'll have a fixed-price quote back to you within 24 hours. No deposit to quote and no obligation.
Send us your engineering plans — fixed-price quote within 24 hours.