Repointing Costs UK — Pricing Guide for Brick Repointing Jobs (2026)
Repointing is one of those jobs that looks simple from the outside — scrape out old mortar, put new mortar in — but is genuinely labour-intensive, technically specific, and consistently underpriced by tradespeople who haven't done enough of it. The rake-out alone can account for more than half the total labour cost. Add scaffold, the correct mortar type for the property, and the time spent inspecting for hidden deterioration, and you quickly have a job that needs a considered quote to be profitable.
This guide covers repointing costs in 2026, what drives the price up or down, the OPC vs lime mortar decision that most tradespeople get wrong on older properties, access methods, chimney-specific costs, and how to structure a repointing quote that protects your margin.
Repointing Costs in 2026: The Numbers
The following are guide prices combining labour and materials. They assume experienced repointing trade labour at current UK rates. Prices exclude VAT.
| Job type | Guide price (inc. scaffold) |
|---|---|
| 3-bed semi, front and rear elevations | £2,000 – £4,500 |
| Full repoint, detached house (all elevations) | £4,000 – £8,000 |
| Chimney repoint only (inc. MEWP or chimney scaffold) | £400 – £900 |
| Cost per m² of brick face (labour and materials) | £25 – £60 / m² |
Guide prices only. Regional variation applies. Lime mortar, deep rake-out, and complex access will push towards the upper end.
The wide range in per-m² cost — from £25 to £60 — reflects genuine differences in what a repointing job requires. Ground-floor work on a property with shallow joint failure and OPC mortar sits at the lower end. Gable ends requiring scaffold, lime mortar on a pre-1920 property, and joints needing a 20mm rake-out sit at the upper end. Both scenarios involve the same motion repeated across a wall face; the time per square metre is very different.
What Affects the Price
Repointing price is driven by five main variables. Assess each one before submitting a quote.
Scale and Access
Ground-level work — the bottom metre or two of a wall — is the cheapest to execute. No access equipment needed, fast working. As height increases, so does the cost: gable ends and high rear elevations need scaffold, and chimneys need either a cherry picker or chimney scaffold. Access costs are a significant proportion of the total on any two-storey or above job, and they need to be priced explicitly rather than absorbed into the day rate.
Mortar Type
Lime mortar is slower to apply than OPC, more expensive to buy, and requires more care during and after application. On jobs where lime is required — pre-1920 properties, listed buildings, properties with known damp issues — it should be priced accordingly. Never use OPC pricing as a baseline and hope the lime mortar “won't take much longer.” It will.
Depth of Rake-Out
Shallow joint failure where mortar has simply eroded flush with the brick face is quicker to rake out than deep failure where mortar has lost adhesion to 20mm depth or more. Deep rake-out is done with an angle grinder, oscillating tool, or hammer and cold chisel — all of which are slow, tiring work. Always assess rake-out depth on site before pricing. It is the biggest single variable in labour cost per m².
Pointing Style
Weather-struck, recessed, and flush pointing all require similar labour time per joint. The style affects appearance and weather resistance but does not materially change the cost to apply. Flush pointing is marginally faster to finish but the difference is small. If the client specifies a particular style, note it in the quote; it should not significantly change your price unless you are working on a listed building with strict conservation requirements.
Brick Condition
Soft or spalling bricks complicate the job. Raking out around a spalling brick requires more care to avoid further damage; some spalling bricks will need replacing rather than just repointing, which is a separate cost and a separate skill. Always inspect brick condition carefully on site and include a clear exclusion in your quote if brick replacement is out of scope.
OPC vs Lime Mortar: The Decision That Matters
This is where most repointing disputes originate, and where the most expensive mistakes are made — usually by tradespeople who chose OPC because it was cheaper and faster, applied to a property that needed lime.
Ordinary Portland Cement (OPC) mortar is harder than most brickwork produced before the 1920s. Soft handmade and wirecut bricks from the Victorian era and earlier are not designed to sit against a rigid OPC mortar joint. When the structure moves — as all structures do with thermal expansion, settlement, and moisture cycling — OPC mortar does not flex. Instead, the brick face absorbs the stress and spalls. Moisture that would normally migrate out through a breathable lime joint becomes trapped behind an impermeable OPC skin and causes internal damp.
Lime mortar (typically Natural Hydraulic Lime, graded NHL 2 for softer bricks or NHL 3.5 for moderate exposure) is breathable and sacrificial by design. It allows moisture to move through the wall, accommodates minor movement without transmitting stress to the brick, and can be raked out and replaced without damaging the masonry. The mortar is the sacrificial element; the brick is preserved.
| Property type | Mortar specification |
|---|---|
| Built before 1920 (soft brick, solid wall) | Lime mortar only (NHL 2 or NHL 3.5) |
| Listed building, any age | Lime mortar only — specification may be prescribed by conservation officer |
| Property with known damp issues | Lime mortar recommended — OPC will trap moisture |
| Post-1920 cavity wall (modern brick) | OPC or NHL 3.5 acceptable — match original specification where possible |
When in doubt on an older property, specify lime. The cost of using the wrong mortar far exceeds the saving.
Lime mortar has a 28-day cure time and must be kept damp during the early curing phase. It cannot be applied below 5°C or during hot, dry conditions. These constraints affect your programme and should be reflected in your quote terms. OPC has similar temperature restrictions but sets faster and is less demanding during curing.
Scaffold vs Cherry Picker vs Podium
Access method has a significant effect on both cost and programme. The right choice depends on the scope of work, the height, and the site constraints.
Podium Platform
A podium platform (also called a low-level access platform) is suitable for ground-floor work up to approximately 2.5m working height. No scaffold contractor required, no advance notice, negligible cost. If you are repointing only the lower section of a wall — below damp course level, or the bottom one to two courses that have failed — a podium is the correct choice.
Scaffold
Scaffold is required for full-elevation work or any sustained repointing above 4m. For a standard semi-detached, budget £800–£2,000 for scaffold on one or two elevations; for a detached house requiring access to all four elevations, £1,500–£3,500. Always get written quotes from two scaffold suppliers and present scaffold as a separate line item in your repointing quote. Never absorb scaffold cost into your day rate — if the hire period extends, you have no mechanism to recover the additional cost.
Cherry Picker (MEWP)
A Mobile Elevating Work Platform is cost-effective for chimney repointing only. MEWP hire for chimney access runs approximately £250–£500 per day, avoiding the erection time and standing hire cost of chimney scaffold. For full-elevation work a cherry picker is not efficient: the operator must move the machine constantly to repoint each section, losing far more time than a fixed scaffold platform would. Use MEWP for point access; use scaffold for area access.
Note that operating a MEWP requires a valid IPAF licence. If you intend to use a cherry picker yourself rather than hiring a licensed operator, ensure your ticket is current.
Chimney Repointing Specifically
Chimney stacks deteriorate faster than wall pointing. Exposed on all four faces to driving rain, frost, and UV, with no shelter from the roof plane, chimney mortar joints fail sooner than the wall below. The consequence of failure is not just cosmetic: a deteriorated chimney stack allows water to track down inside the stack and into the roof structure, causing rot, damp, and in some cases structural damage to the stack itself.
Typical costs for chimney repointing in 2026:
- Chimney repoint only (all four faces): £400 – £900 including MEWP hire or chimney scaffold.
- Flaunching relay (the cement mortar bed that holds chimney pots): £200 – £400 if cracked or failed.
- Chimney pot resetting: £150 – £300 per pot if loose or displaced.
Before quoting a chimney, inspect it carefully. Brick deterioration — as distinct from mortar failure — may indicate a structural issue within the stack, particularly if the stack has been exposed to sulphate attack from flue gases. A stack that looks like it needs repointing may actually need rebuilding. Include an explicit exclusion in your quote: structural repairs, brick replacement, and stack rebuilding are out of scope unless separately agreed.
How to Quote Repointing Jobs
A repointing quote that protects your margin has the following elements. Work through them in order.
1. Measure Wall Area
Take an approximate area measurement from the street (height × width of each elevation to be repointed). Refine on site by measuring more precisely and deducting window and door openings. Use your approximate measurement to sanity-check the on-site figure — they should be within 10–15% of each other. Record your final measured area in your quote.
2. Specify the Mortar
Identify whether the property requires lime or OPC mortar. Note it explicitly in the quote. If the client or their architect has specified a particular mortar, confirm it in writing. A mismatch between what was specified and what was applied is a defects claim waiting to happen.
3. Assess Access Method and Get a Scaffold Quote
Decide whether you need podium, scaffold, or MEWP. For scaffold, contact your scaffold supplier before finalising your quote and get a written price. Present scaffold as a separate line item — never buried in your labour rate.
4. Price the Rake-Out Separately
Rake-out typically accounts for 40–60% of total labour cost. If the joints are in bad condition and require deep rake-out to 20mm, this proportion increases. Assess depth of failure on site and price accordingly. Do not assume shallow joints until you have tested them.
5. Materials Are a Small Proportion
Sand, lime or cement, and pigment typically cost £5–£15 per m², or 10–20% of the total job cost. Repointing is a labour-heavy trade. Material cost matters but it is not the primary variable.
6. Include Exclusions
State clearly what is not included in your quote: structural repairs, brick replacement, DPC remediation, lintel replacement, cavity tie remediation. These items are commonly discovered during a repoint and are genuine additional works. Without an explicit exclusion, the client may expect them to be covered under the original price.
Seasonal Considerations
Repointing mortar — both OPC and lime — cannot be applied safely below 5°C. Frost will destroy uncured lime pointing within hours of application. Hot, direct sun causes lime mortar to dry too fast, which prevents proper curing and leads to cracking and poor adhesion.
The practical consequence for scheduling:
- Lime mortar jobs are best scheduled in spring (April–May) or early autumn (September–October) when temperatures are mild and conditions are stable.
- Avoid committing to lime mortar work in December through February unless you can guarantee frost protection and acceptable temperature.
- In summer, avoid exposed south-facing elevations during peak afternoon sun. Start early, stop early, and keep newly applied mortar damp.
- Lime mortar must be kept damp for the first 3–7 days of curing. Mist the wall once or twice daily if conditions are dry. This is the client's responsibility if they are occupying the property, or yours if you have site responsibility.
Include a weather caveat in your quote terms: something like “Lime mortar application is weather-dependent. Work may be suspended in frost, temperatures below 5°C, or during periods of direct hot sun. Programme extension due to weather is not a variation.” This protects you from claims when you do the right thing and pause work in unsuitable conditions.
Spotting Additional Work During a Repoint
A repointing job gives you better access to the full face of a wall than the client has ever had. You will see things that were previously invisible. Know what to look for and how to handle it commercially.
Failed or Rusted Lintels
Steel lintels above windows and doors rust and expand, cracking the brickwork above. You will see the characteristic stair-step cracks radiating from the lintel ends. Repointing over a cracked lintel is pointless — the crack will reappear. Flag it to the client, quote separately for lintel replacement, and include an exclusion in your repointing quote if lintel replacement is not within scope.
Spalling Bricks
Spalling brick faces — where the outer face of the brick has blown or delaminated — cannot be fixed by repointing. The brick itself needs replacing. Attempting to build up a spalled face with mortar will not hold. Quote brick replacement separately; exclude it from your repointing price.
Failing DPC and Rising Damp
High tide marks on brickwork at DPC level, efflorescence at low level, and mortar failure concentrated below one metre all suggest rising damp. A failing or bridged damp proof course is a separate remediation job. Repointing will not address rising damp. Flag it, recommend a damp survey, and exclude DPC remediation from your repointing quote.
Cracked or Missing Cavity Ties
On cavity wall properties (post-1920 construction), wall tie failure shows as horizontal cracking running through the mortar bed joints, typically at regular vertical intervals corresponding to tie spacing. Wall tie remediation — drilling and installing resin-fixed stainless ties — is specialist work and a separate cost. A wall with tie failure needs structural investigation before repointing begins; repointing over tie failure masks the problem without addressing it.
The commercial approach to additional findings is straightforward: identify them, communicate them to the client in writing, quote for them separately if you are able to carry out the work, and exclude them explicitly from the repointing quote if you are not. Never ignore a structural finding. Beyond the client's interest, if you repoint over a lintel failure and the crack reappears, the client will blame the repointing.
Quote repointing jobs accurately
Trade2Base builds professional quotes for repointing jobs — with wall area calculations, scaffold costs, mortar type, and digital sign-off.
Start free trialQuote repointing jobs accurately — every time
Trade2Base builds professional quotes for repointing jobs — with wall area calculations, scaffold costs, mortar type, and digital sign-off.
Start free trial