Aug 07

Cost Meets Carbon: 3 Value Engineering Swaps

Cost meets carbon

The 3 Most Common Value Engineering Swaps That Blow Your Carbon Budget

For: quantity surveyors, cost consultants, and project teams signing off substitutions  |  Category: cost and carbon  |  Read time: about 6 minutes

What if the biggest threat to your carbon target is not a bad decision, but a good one made at the wrong moment? Every project has one of these. Somewhere around RIBA Stage 4, a cost consultant flags a line in red, a substitution gets proposed, and everyone nods because the number goes down. Nobody in that room is trying to sabotage the carbon target. They are trying to hit budget. But by the time the contractor has poured the concrete or hung the cladding, the low carbon promise made back at Stage 2 can have quietly doubled in places, and nobody circled back to check.

We went looking for the substitutions that do the most damage and that actually turn up again and again on real projects, not just the ones with the tidiest carbon data attached. Here are the three that made the cut, with the receipts for both parts of that claim.

Why this keeps happening

Cost plans and carbon plans rarely live in the same spreadsheet. The RIBA Plan of Work treats Stage 4 as the last real opportunity for design change before construction information is frozen, and tender packages are typically issued at the end of that stage. That means the moment when substitutions are cheapest to make is also the moment when nobody in the room is required to check the carbon consequence. The RIBA 2030 Climate Challenge sets embodied carbon targets as early as Stage 0, but there is no equivalent gateway forcing a recheck when the specification changes months later. That gap is not a technicality. It is exactly where these three swaps live.

Swap 1: Timber structure traded for concrete or steel

Timber framed and mass timber schemes are increasingly common at concept stage, and on paper they look great for both the carbon budget and the planning application. Then a structural engineer runs the numbers for a taller core, a longer span, or a fire strategy the insurer is not keen on, and the frame quietly becomes concrete or steel.

A documented case: in February 2020, Newham Council’s housing company revisited an 11 storey mixed use scheme in East Ham, The Brickyard, and swapped its primary structure from cross laminated timber to reinforced concrete, citing the Building Regulations changes introduced after Grenfell. The scheme’s original architect, dRMM, maintains the timber structure could have stayed compliant if positioned differently within the facade zone, but the practice was not appointed for the technical design stages that followed. This was not an isolated decision. Written evidence submitted to Parliament’s Environmental Audit Committee in 2021 recorded that the developer British Land had moved six of its own schemes from mass timber to concrete or steel, driven mainly by a lack of available insurance rather than cost or design preference. A separate industry forum convened by cost consultants Gardiner and Theobald, with more than a hundred participants across the sector, identified insurance as the single biggest barrier to using mass timber in commercial offices, with fire risk close behind.

The scale of that swing is bigger than most cost consultants expect. Life cycle studies comparing structural options on the same building find that a full timber structure cuts embodied carbon somewhere between 13 and 26 percent compared with a conventional structure, largely because timber avoids the manufacturing emissions of steel and concrete while also storing carbon for the life of the building. Run that the other way, and dropping timber for concrete or steel late in design can add much of that saving straight back onto the number promised to the planning authority or the client’s ESG report. A Monte Carlo uncertainty analysis of mid rise buildings in Australia by Robati and Oldfield (2022) put real numbers on that gap: a mean of 417 kgCO2e per square metre for a mass timber structure against 465 kgCO2e per square metre for its post tensioned concrete equivalent, a difference of 48 kilograms of CO2e per square metre of floor area that adds up fast across a whole building.

Swap 1: structural frame material
Mean embodied carbon per square metre, modelled range shown on hover
Monte Carlo modelled range: 196 to 590 kgCO2e/m2
417 kgCO2e/m2
Timber frame
(Stage 2 baseline)

Monte Carlo modelled range: 307 to 618 kgCO2e/m2
465 kgCO2e/m2
Concrete or steel frame
(post swap)

What to check before you sign it off: ask whoever proposed the swap for an embodied carbon figure calculated on the same basis (same life cycle stages, same functional unit) as whatever was used to set the Stage 2 target. A cost saving per square metre tells you nothing about the carbon per square metre, and the two are not proportional. If insurance availability is the real driver rather than cost, say so in the paperwork, since that changes who needs to sign off the trade off.

Swap 2: Cement replacement dropped from the concrete mix

This one is sneaky. The concrete grade stays the same. The drawings do not move. But somewhere in the batching plant, the mix quietly switches from a blend containing ground granulated blast furnace slag (GGBS) back to standard Portland cement, usually because GGBS availability tightened, lead times slipped, or a supplier could not guarantee the blend in time for the pour.

This is not a one time problem: UK trade press has been reporting supply squeezes on GGBS and fly ash for well over a decade. New Civil Engineer reported that one major concrete supplier estimated somewhere between 80 and 90 percent of all ready mix concrete in the UK contains some level of fly ash or GGBS, and had advised clients to move to plain CEM I when supply tightens on their project. More recently, a research team at the University of Dundee secured funding specifically because fly ash and GGBS are becoming harder to source, describing the reliance on them as a persistent supply chain weakness for UK cement. Whenever supply tightens anywhere in the country, plain CEM I is the fallback almost everyone reaches for, and it can happen without a single drawing changing.

The gap between the two is not small. According to Heidelberg Materials’ own environmental product declaration, a tonne of its low carbon GGBS blend carries a global warming potential of around 155 kilograms of CO2e, against roughly 804 kilograms of CO2e for a tonne of standard CEM I cement, a difference of around 780 kilograms of CO2e for every tonne of binder swapped back. On a concrete framed building, that one change to the mix design can undo a meaningful chunk of whatever saving the structural engineer built into the Stage 2 model.

Swap 2: cement replacement dropped
Kilograms of CO2e per tonne of cement, per manufacturer EPD
Heidelberg Materials evoBuild GGBS blend
155 kg CO2e/tonne
GGBS blend
(Stage 2 spec)

Standard Portland cement (CEM I)
804 kg CO2e/tonne
CEM I only
(post swap)

One honest caveat worth flagging before this goes any further: GGBS is a byproduct of blast furnace steelmaking, and UK supply has been shrinking as primary steel production declines. Some industry commentators argue that specifying maximum GGBS content on every project simply moves a limited resource away from someone else’s job, rather than reducing carbon at a national level. That does not make dropping it late in your own project any less of a problem for your Stage 2 target, but it does mean the fix is not simply asking for more GGBS everywhere. It is planning the mix design and supply chain early enough that nobody needs to swap it out under time pressure.

What to check before you sign it off: confirm the cement replacement percentage in the actual batching ticket, not just the specification, and ask the supplier for a mix specific EPD rather than a generic industry average. If GGBS availability really is the constraint, ask whether fly ash or a blended cement can hold most of the saving instead of reverting to plain CEM I.

Swap 3: The facade or cladding buildup

Facades are where a lot of value engineering conversations end up, because they are visible, expensive, and full of components that all look interchangeable on a cost plan. The American Institute of Architects lists the building envelope alongside MEP systems and lighting as one of the most common starting points for a value engineering exercise, precisely because it represents such a large share of project cost. The trouble is that aluminium and glass, the workhorses of most curtain wall systems, are some of the most carbon intensive materials on the entire building, and a seemingly small change (tighter mullion spacing, a heavier rainscreen, an extra layer in a shadow box buildup) can move the number a lot.

The building envelope is consistently ranked, alongside the structural frame, as one of the two elements carrying the largest share of a building’s embodied carbon, a finding that runs through LETI’s own Embodied Carbon Primer. That is why a change that looks purely cosmetic on a rendering can carry real weight on the carbon plan.

Recent life cycle modelling of curtain wall facades found that shifting from an aluminium intensive design to a higher circularity timber hybrid system reduced facade global warming potential from roughly 380 to 400 kilograms of CO2e per square metre down to around 270 to 300 kilograms of CO2e per square metre. Make Architects’ own sensitivity studies on curtain walling report the same pattern in reverse: tightening mullion centres or adding an extra material layer for weathering or aesthetics can increase embodied carbon significantly, even when the glazing itself does not change. Because facades this late in a project rarely get modelled again after Stage 3, that increase can go completely unnoticed until someone runs a Stage 6 as built assessment and cannot explain the gap.

Swap 3: facade and cladding system
Kilograms of CO2e per square metre of facade, reported range shown on hover
Reported range: 270 to 300 kgCO2e/m2
285 kgCO2e/m2
Timber hybrid facade
(Stage 2 spec)

Reported range: 380 to 400 kgCO2e/m2
390 kgCO2e/m2
Aluminium intensive facade
(post swap)

What to check before you sign it off: ask for a like for like comparison of the whole facade buildup, not just the headline cladding material, since layering, fixings, and insulation often move the number more than the visible finish does. If the facade consultant cannot produce that comparison quickly, that alone tells you how carefully the swap has been considered.

The five minute check that stops all three

None of these swaps are villains on their own. Cost pressure late in a project is real, insurance and supply chains are real, and sometimes the low carbon option genuinely is not buildable in the time available. The problem is not that substitutions happen, it is that they happen without anyone rerunning the numbers against the target signed off at Stage 2. A quantity surveyor sitting in that value engineering meeting is often the one person with both the authority and the paperwork to ask the question before the instruction goes out.

Try it: the sign off simulator

Tick each box the way you actually would in a value engineering meeting. Watch what happens to the answer.

of 5 checked. Do not sign this off yet.Getting there, but do not sign off with gaps still open.This is what a defensible sign off looks like.

Still ticking boxes, or not sure where to start checking? A 15 minute call usually closes the gaps faster than a back and forth over email.

Book a call

Where a platform actually earns its keep here

What do all three swaps have in common? A comparable, verified number that never made it into the room before the instruction went out. That is the specific gap 2050 Materials was built to close, and it maps onto these three swaps more directly than most tools do.

🧱 For the structural frame and cement swaps: the platform’s product database runs to over 192,000 items backed by environmental product declarations, searchable and comparable side by side, which is exactly the like for like check both of those callout boxes ask for.

🏗️ For the facade swap: the Embodied Carbon Optimizer tool was built for precisely this scenario. It lets a QS or design team swap components in a facade or roof buildup and see the carbon consequence of that single change immediately, rather than waiting for a Stage 6 as built assessment to reveal it. Feed it the swap being proposed in the value engineering meeting, not the swap that already happened on site.

🔗 For QS teams who live inside their cost software: 2050 Materials makes its carbon rate libraries available through an API, and through a direct partnership with RIB Software, that same data is built into CostX itself, so a carbon check on a proposed substitution can sit next to the cost check rather than in a separate tool. Turner and Townsend have taken a similar approach, folding the data directly into their own Embodied Carbon Calculator. Getting API access does mean registering for a free token first, but for teams already working inside CostX or a comparable tool, the carbon numbers show up right where the cost numbers already live. Here is how they did it.

Before you sign off the next one

Want to check what a proposed substitute actually costs in carbon, before you approve it rather than after the building is up?

See the full environmental data on 2050 Materials

Sources referenced in this article

On the impact of each swap

On how often each swap actually happens

On the 2050 Materials tools referenced in the closing section

On process and targets


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