[ 05 ] Field guide // Owners & owner-builders
Before the Slab: Soil Tests, Contour Surveys and the Site Costs That Blow Out Queensland Budgets
Most site costs are set before anyone pours concrete. How to read your soil test and contour survey, spot the tender allowances that turn into variations, and what to check before any digging starts.
In this guide6 sections · 8 min read
// Module index · 06 modules
Most of the site costs for building a house are set before anyone pours concrete. The soil test decides the slab design, the contour survey decides the cut, fill and retaining, and the builder's tender turns both into allowances that either hold or turn into variations. In Queensland, those three documents explain most of the budget blowouts that start below the slab.
This guide covers what to do before building a house on land you already own: how to read your soil test and site class, what the contour survey tells you, how to read the site costs in a tender, and what to check before any digging starts, including the house next door.
The soil test and your site class
A soil test, often called a site classification, takes samples from boreholes on the block and gives it a site class under AS 2870, the Australian Standard for residential slabs and footings. The class describes how much the ground is expected to move as it gets wetter and drier, and it's the main input to the slab design.
- Class A and S: sand, rock or slightly reactive clay, with little or slight ground movement.
- Class M, H1, H2 and E: clay that moves more with moisture, from moderate (M) to extreme (E). The higher the class, the deeper and more heavily reinforced the slab beams usually are.
- Class P: a problem site, such as fill, soft or loose ground, trees, slope or abnormal moisture. Class E and P sites need footings designed by an engineer.
Because the class drives the slab, it's usually the biggest single site cost in a tender. In Queensland, before a regulated contract that includes footings or a slab is signed, the builder generally has to obtain foundations data such as the soil test. It's usually at your cost, and the builder gives you a copy once it's paid for. Read the class on the report, then check the tender is priced on that class.
Site-class selector // AS 2870
Pick the class. Read the risk.
Pick the class on your soil report to see what usually sits under the slab, which site costs to watch in the tender, and what to ask the builder.
| Cost riskIndicative flags, not prices. Pick a class. | |||||||
|---|---|---|---|---|---|---|---|
| Slab beams and steel | Low | Low | Watch | Watch | High | High | Watch |
| Engineer design | None | None | Low | Watch | Watch | High | High |
| Piers or piles | None | None | Low | Low | Watch | Watch | High |
| Drainage and moisture control | None | Low | Low | Watch | High | High | Watch |
| Trees near the house | None | Low | Low | Watch | High | High | High |
| Rock or hard digging | Watch | Low | Low | Low | Low | Low | Low |
| Variation risk if the allowance is light | Low | Low | Low | Watch | Watch | High | High |
Class A · StableSurface movement // Little or none
1 Watch0 High
Ground
Mostly sand and rock, with little or no ground movement as the soil gets wetter or drier.
Likely footing approach
Usually a standard slab with edge and internal beams on natural ground. Rock near the surface can mean breaking out, often priced as a provisional sum.
Ask the builder
- Which site class does the soil report give, and is the tender priced on that class?
- Is the slab designed by an engineer or taken from a standard design, and is it in the tender?
- Which site costs are provisional sums, and how is any overrun charged?
- Is there rock near the surface, and is breaking it out a provisional sum or a fixed price?
Class S · Slightly reactiveSurface movement // ys 0–20 mm
0 Watch0 High
Ground
Slightly reactive clay. Only slight ground movement as moisture changes.
Likely footing approach
Usually a standard stiffened raft or waffle pod slab, with modest beam depths.
Ask the builder
- Which site class does the soil report give, and is the tender priced on that class?
- Is the slab designed by an engineer or taken from a standard design, and is it in the tender?
- Which site costs are provisional sums, and how is any overrun charged?
- Are the slab beams in the tender sized for this class and the block's actual fall?
Class M · Moderately reactiveSurface movement // ys 20–40 mm
1 Watch0 High
Ground
Moderately reactive clay or silt. Moderate ground movement as moisture changes.
Likely footing approach
A stiffened raft or waffle slab with deeper beams and more steel than Class S, designed to the soil report.
Ask the builder
- Which site class does the soil report give, and is the tender priced on that class?
- Is the slab designed by an engineer or taken from a standard design, and is it in the tender?
- Which site costs are provisional sums, and how is any overrun charged?
- Are the edge beam depths priced on the block's actual fall, not a flat site?
Class H1 · Highly reactiveSurface movement // ys 40–60 mm
5 Watch0 High
Ground
Highly reactive clay. High ground movement as the soil wets and dries.
Likely footing approach
Deeper, closer stiffening beams and heavier steel. Masonry walls may need articulation joints, and the design sets drainage and garden limits around the slab.
Ask the builder
- Which site class does the soil report give, and is the tender priced on that class?
- Is the slab designed by an engineer or taken from a standard design, and is it in the tender?
- Which site costs are provisional sums, and how is any overrun charged?
- Does the tender include articulation joints in the masonry walls?
- What drainage and garden limits does the design set around the slab?
Class H2 · Very highly reactiveSurface movement // ys 60–75 mm
3 Watch3 High
Ground
Very highly reactive clay. Very high ground movement as moisture changes.
Likely footing approach
A heavier engineered slab again, with strict site drainage and limits on gardens and trees near the house.
Ask the builder
- Which site class does the soil report give, and is the tender priced on that class?
- Is the slab designed by an engineer or taken from a standard design, and is it in the tender?
- Which site costs are provisional sums, and how is any overrun charged?
- Is a waffle pod slab suitable here, or does the engineer need a stiffened raft?
- What drainage and garden limits does the design set around the slab?
Class E · Extremely reactiveSurface movement // ys over 75 mm
1 Watch5 High
Ground
Extremely reactive clay. Extreme ground movement as moisture changes.
Likely footing approach
Footings designed by an engineer, often a deep stiffened raft or piers, with tight moisture control around the house.
Ask the builder
- Which site class does the soil report give, and is the tender priced on that class?
- Is the slab designed by an engineer or taken from a standard design, and is it in the tender?
- Which site costs are provisional sums, and how is any overrun charged?
- Has an engineer designed the footings, and is that fee in the tender?
- What moisture controls are needed around the house, and who installs them?
Class P · Problem siteSurface movement // Site-specific
2 Watch4 High
Ground
Fill, soft or loose ground, trees, slope, erosion or abnormal moisture: the site doesn't fit a normal class.
Likely footing approach
Footings designed by an engineer for the problem, often piers or piles through the fill or soft ground to firmer material.
Ask the builder
- Which site class does the soil report give, and is the tender priced on that class?
- Is the slab designed by an engineer or taken from a standard design, and is it in the tender?
- Which site costs are provisional sums, and how is any overrun charged?
- What makes the site Class P: fill, soft ground, trees or slope?
- Do the footings need piers or piles, and to what depth is that priced?
- Is an engineer's inspection of the footing excavation included?
General information, not engineering advice. The soil report, the engineer's design and the tender decide the footing and what it costs.
Record next door before excavationThe contour survey: how far the block falls
A contour survey, often a contour and detail survey, measures the levels across the block, along with features such as trees, existing structures, services and the levels at the boundaries. It shows how far the block falls and in which direction, and that decides three things:
- Cut and fill: how much soil is dug out on the high side and built up on the low side to make a level platform for the slab.
- Retaining walls: where the cut or fill needs holding back. In Queensland, a retaining wall more than 1 m high, or within 1.5 m of a building or another retaining wall, generally needs building approval and an engineer's design.
- Stormwater and sewer: where roof water can drain to and where the sewer can connect. A block that falls away from the street may need an easement or a pump. If a sewer, water or stormwater main runs through or beside the block, footings near it are assessed under the Queensland Development Code (MP 1.4).
Get the survey before the house design is fixed. A design drawn for a flat block and then placed on a sloping one is where cut, fill and retaining allowances start to grow.
What a soil test and contour survey cost depends on the block: its size, access for the drill rig, the number of boreholes and how much detail the survey picks up. Some builders arrange both before the tender and charge for them up front, while others ask you to arrange them. Either way, ask who owns the reports and whether the tender is priced on them.
Reading the site costs in a builder's tender
Site costs are the work needed to get from the block as it is to a level, serviced platform for the slab. Tenders show them in two ways: as fixed prices, and as allowances that can move.
| Allowance | What it is | If it runs over |
|---|---|---|
| Provisional sum (PS) | An estimate for work the builder can't price exactly yet, even after reasonable enquiries, such as rock excavation or extra piering. | You pay the extra, often with the builder's margin on the excess if the contract allows it. If it costs less, you get a credit. |
| Prime cost item (PC) | An allowance for an item not yet chosen, such as tapware or tiles. | If you choose dearer items, you pay the difference. |
Under the QBCC Act, the builder warrants that provisional sums and prime cost items have been calculated with reasonable care and skill, taking into account the information reasonably available, including the nature and location of the site. That's why the soil test and contour survey matter at tender time: an allowance set without them is easier to question.
The site lines that most often turn into extra cost:
- Rock excavation: usually a provisional sum, because no one knows how much rock there is until digging starts.
- Cut, fill and compaction: volumes worked out from levels that don't match the survey.
- Piers and deeper edge beams: needed where fill is deep or the ground is soft.
- Retaining walls: left out of the tender, or allowed for at a lower height than the survey shows.
- Stormwater and sewer connections: longer runs, pump-outs or connections through an easement.
- Clearing and demolition: trees, old structures and disposal, especially on knock-down rebuilds.
Ask the builder to list every provisional sum with its allowance, and to show how an overrun is charged. If a site cost isn't in the tender at all, ask why.
Site works and the slab are the base stage of a construction loan, and our guide to construction loan stages covers what the lender checks before each drawdown. If you're building as an owner-builder, there's no tender to check these lines against: the allowances are yours to manage, and owner-builder vs licensed builder sets out who carries each risk on each route.
Before any digging: services, structures and next door
Three things to check before the first machine arrives:
- Underground services: lodge a free Before You Dig Australia enquiry. Asset owners send plans of their pipes and cables, and are asked to respond within two business days. The plans are indicative only, and receiving them isn't approval to dig.
- Existing structures and trees: mark what's being removed and what has to be protected, including old footings, tanks and tree roots on knock-down rebuilds.
- Next door: on a sloping block or a knock-down rebuild, excavation and retaining can sit close to the boundary. Ask the builder and engineer how close the excavation comes to the neighbouring house, and how its footings are protected.
Field kit // before the first dig
Three checkpoints before the first dig.
Tick Done when it is sorted, and On file when you hold the paperwork or the record. Ticks stay in this browser.
| Item | Done | On file |
|---|---|---|
| Before the design is fixed | ||
| 01Soil test and site classification report in hand | ||
| 02Contour and detail survey of the block, including levels at the boundaries | ||
| 03Sewer, stormwater and water connection points marked on the survey | ||
| 04Easements, and any sewer or water main in or beside the block, checked | ||
| Before you sign the tender | ||
| 05Site class in the tender matches the soil report | ||
| 06Slab design noted as engineer-designed or standard, and included | ||
| 07Every provisional sum listed with its allowance and how overruns are charged | ||
| 08Rock, fill, retaining and drainage allowances checked against the survey | ||
| Before any digging | ||
| 09Before You Dig Australia enquiry lodged and plans received | ||
| 10Existing structures, trees and services to remove or protect marked out | ||
| 11Distance from the excavation and retaining to next door's house checked | ||
| 12Adjoining homes recorded before excavation | ||
Note //Once the slab is poured, the ground under it can't be checked again, and neither can the state of next door before the dig.
Record next door before excavation
When excavation and retaining go in close to a neighbour's house, any crack that appears later becomes a question: was it there before? If a neighbour complains to the QBCC about damage from building work next door, the question becomes what the work caused and what was already there. A dated record of the adjoining homes, captured before the first machine arrives, gives both sides something to check against.
rchive captures the adjoining homes in 3D LiDAR before excavation, the agreed rooms and the exterior, with each owner's consent. Our guide to pre-construction condition surveys explains how the capture runs and what it records that photos miss.
Everything poured into the slab disappears for good, too. Before plasterboard, the pre-plaster audit records where the waste pipes, floor wastes and conduits come up through the slab, before flooring and cabinetry cover them.
Before the first machine // two records
Two records the slab can't give back
Record the adjoining homes before excavation starts, so there's a dated 3D record of what was already there if cracks are raised later. Then, before plasterboard, the pre-plaster audit records where waste pipes and conduits come up through the slab, before flooring and cabinetry cover them.
[ Each record · scoped on request ]
Record next door before excavation[ Slab penetrations in the audit tiers ]Site costs before the slab: FAQs
Q.01What site costs should I expect when building a house?
Most come from the ground: the slab design for the site class, cut and fill, retaining walls, piers through fill or soft ground, rock excavation, and stormwater and sewer connections. Knock-down rebuilds add demolition and clearing. The soil test and contour survey tell you which of these apply before you sign.
Q.02Do I need a soil test and contour survey before building a house?
For a new house, yes in practice. The slab can't be designed without a site class, and in Queensland the builder generally has to get foundations data such as the soil test before a contract that includes footings or a slab is signed. The contour survey is needed to design the levels, drainage and retaining.
Q.03What does Class P mean on a soil test?
Class P is a problem site: fill, soft or loose ground, trees, slope, erosion or abnormal moisture means it doesn't fit a normal class. The footings have to be designed by an engineer, often with piers or piles down to firmer material.
Q.04What's the difference between a provisional sum and a prime cost item?
A provisional sum is an estimate for work the builder can't price exactly yet, such as rock excavation. A prime cost item is an allowance for something you haven't chosen yet, such as tapware. If the actual cost is higher, the difference is usually added to the contract price.
Q.05Should I record the neighbouring houses before excavation?
If excavation or retaining comes close to the boundary, a dated record of the adjoining homes before work starts shows what was already there. It doesn't replace the engineer's design or the builder's protection measures. This is general information, so get advice on your own situation.