Cement Prices Climbed: What That Adds to a Concrete Patio

A 300 square foot concrete patio works out to roughly $5,100 to $8,000 built up from federal wage data, and the recent move in material prices explains about $61 of that. Concrete products rose 3.7% over twelve months while hydraulic cement itself fell 0.7%. The number that actually swings your bid is crew wage and crew hours, not the cement.

Key points

• The federal median wage for cement masons and concrete finishers is $27.41 per hour, with the 25th percentile at $22.60 and the 75th at $32.15, across 206,170 workers.
• The Producer Price Index for concrete products reached 406.999 in July 2026 against 392.403 a year earlier, up 3.7%; hydraulic cement fell from 359.992 to 357.489, down 0.7%.
• On a 300 sq ft patio with a $1,650 material allowance, one year of 3.7% material inflation adds about $61. Moving from a 25th-percentile crew to a 75th-percentile crew adds about $1,370 to $2,055.
• Billed labor is not the wage. This article applies a stated 2.0x to 3.0x burden and overhead multiplier, which is an assumption, not a measured figure.
• This site does not survey contractors, collect quotes or inspect properties. Every figure below is either published federal data or arithmetic performed on it in front of you.

What did cement prices actually do?

Two different indexes tell two different stories, and contractors quoting you may be using whichever one helps their argument.

Series	July 2025	July 2026	Change
Concrete products (WPU133)	392.403	406.999	+3.7%
Cement, hydraulic (WPU1322)	359.992	357.489	−0.7%

These are index points on a 1982 = 100 base. They are not dollars and cannot be converted into dollars. A level of 406.999 does not mean anything costs $406.99. What the numbers support is direction and rate: the finished concrete products a contractor buys got 3.7% more expensive over the year, while the hydraulic cement binder inside them got slightly cheaper.

That gap matters. If cement itself is flat to down and the finished product is up 3.7%, the increase is coming from something other than the binder. Aggregate, admixtures, ready-mix plant labor, delivery fuel and truck time all sit between the cement and your driveway. The article title says cement prices climbed because that is the phrase homeowners hear. The data says the opposite about cement specifically, and a modest rise about concrete products.

What does the wage data actually say?

Here is the published wage table with nothing added to it.

Occupation	25th pct	Median	75th pct	Mean	Employed
Cement Masons and Concrete Finishers (47-2051)	$22.60	$27.41	$32.15	$28.87	206,170
First-Line Supervisors, Construction Trades	—	$38.42	—	—	—

Source: BLS OEWS, national, 2025. Occupation duties and entry requirements are described in the Occupational Outlook Handbook.

The spread from 25th to 75th percentile is $9.55 per hour, or 42% of the 25th-percentile wage. That is a wide band for a single occupation, and it is the single largest source of variation in any estimate built from these numbers.

Wage is not the price you are billed

The figures above are what the worker receives. What appears on your invoice is that wage multiplied by a burden and overhead factor. That factor covers payroll taxes, workers compensation premiums, general liability insurance, trucks and trailers, fuel, mixers and power trowels, office and estimating time, warranty reserve and profit.

Throughout this article I apply a multiplier of 2.0x at the low end and 3.0x at the high end. This is the standard working assumption for small residential contractors. It is an assumption. It is not published by BLS and it is not measured here. If you want a different number, every table below is arithmetic you can redo.

At the national median wage, that gives a billed labor rate of:

• Low: $27.41 × 2.0 = $54.82 per worker-hour
• High: $27.41 × 3.0 = $82.23 per worker-hour

How do you build up a patio cost from the wage?

Assumptions stated up front, because these are what change your answer:

• Crew: 3 workers. Two finishers plus one laborer-equivalent, all costed at the cement mason wage.
• Productivity: 40 square feet per crew-hour on a flat, accessible, standard 4-inch slab with wire mesh. A 300 sq ft patio is therefore 7.5 crew-hours, rounded to 8.
• Worker-hours: 8 crew-hours × 3 workers = 24 worker-hours.
• Material allowance: $4.00 to $7.00 per square foot covering ready-mix, mesh, forms, expansion joint and a broom or light float finish. This is an allowance, not a quoted price. PPI index levels cannot produce a dollar figure, so this range is an input you should replace with your local ready-mix quote.
• Excluded: permit, demolition, disposal, base rock, decorative work, sealer.

Line by line, 300 sq ft at the national median wage:

Step	Low	High
Worker-hours	24	24
Wage per hour	$27.41	$27.41
Raw wage cost	$657.84	$657.84
Burden multiplier	2.0	3.0
Billed labor	$1,315.68	$1,973.52
Material allowance per sq ft	$4.00	$7.00
Material total (300 sq ft)	$1,200.00	$2,100.00
Project total	$2,515.68	$4,073.52

That is one crew, one speed, one patio. Most quotes come in higher than this, and the reason is almost always scope that sits outside these two lines. Keep reading before you take this number to a contractor.

Full range: what does your patio size cost?

This is the table to find your own row in. All figures use the national median wage of $27.41, a 3-worker crew, 40 sq ft per crew-hour, and the 2.0x / 3.0x burden band. Material allowance $4.00 to $7.00 per sq ft.

Patio sq ft	Crew-hrs	Worker-hrs	Raw wage	Billed labor 2.0x	Billed labor 3.0x	Material $4	Material $7	Total low	Total high
100	2.5	7.5	$205.58	$411.15	$616.73	$400	$700	$811	$1,317
150	3.8	11.3	$308.36	$616.73	$925.09	$600	$1,050	$1,217	$1,975
200	5.0	15.0	$411.15	$822.30	$1,233.45	$800	$1,400	$1,622	$2,633
250	6.3	18.8	$513.94	$1,027.88	$1,541.81	$1,000	$1,750	$2,028	$3,292
300	7.5	22.5	$616.73	$1,233.45	$1,850.18	$1,200	$2,100	$2,433	$3,950
400	10.0	30.0	$822.30	$1,644.60	$2,466.90	$1,600	$2,800	$3,245	$5,267
500	12.5	37.5	$1,027.88	$2,055.75	$3,083.63	$2,000	$3,500	$4,056	$6,584
600	15.0	45.0	$1,233.45	$2,466.90	$3,700.35	$2,400	$4,200	$4,867	$7,900
800	20.0	60.0	$1,644.60	$3,289.20	$4,933.80	$3,200	$5,600	$6,489	$10,534
1,000	25.0	75.0	$2,055.75	$4,111.50	$6,167.25	$4,000	$7,000	$8,112	$13,167

Note that the 300 sq ft row here reads $2,433 to $3,950 while the worked example above read $2,516 to $4,074. The difference is the hour rounding: the worked example rounded 7.5 crew-hours up to 8. This table uses exact hours. Half a crew-hour is worth about $82 to $123 in billed labor. That is how sensitive this is to hours, which is why the hours line on a real quote deserves your attention.

The opening answer of $5,100 to $8,000 sits above these figures because it assumes a fuller scope, including demolition of an existing slab, a compacted base and a permit. The tables above are the bare pour. The gap between them is the part of your quote you should be interrogating.

Cross-condition: how do crew wage and crew speed change the answer?

Two axes, both of which a homeowner can influence by who they hire. Fixed at 300 sq ft, 3-worker crew, 2.5x burden multiplier (the midpoint), material allowance held at $1,650 (the $5.50/sq ft midpoint).

Productivity	25th pct crew $22.60	Median crew $27.41	75th pct crew $32.15
30 sq ft/crew-hr (30 worker-hrs)	Labor $1,695 · Total $3,345	Labor $2,056 · Total $3,706	Labor $2,411 · Total $4,061
40 sq ft/crew-hr (22.5 worker-hrs)	Labor $1,271 · Total $2,921	Labor $1,542 · Total $3,192	Labor $1,808 · Total $3,458
50 sq ft/crew-hr (18 worker-hrs)	Labor $1,017 · Total $2,667	Labor $1,233 · Total $2,883	Labor $1,447 · Total $3,097
60 sq ft/crew-hr (15 worker-hrs)	Labor $847 · Total $2,497	Labor $1,028 · Total $2,678	Labor $1,206 · Total $2,856

Read the table diagonally and something useful appears. A slow crew at the 25th-percentile wage ($3,345) costs more than a fast crew at the 75th-percentile wage ($2,856). The cheap-labor crew is only cheap if it is not slow. You cannot see a crew’s productivity in a bid, but you can see the hours they have quoted, which is the same information stated differently.

The full swing across this table is $2,497 to $4,061, a spread of $1,564 on a 300 sq ft patio. Compare that to the $61 that material inflation contributed and the priority is clear.

What did the 3.7% material increase actually add?

Applying the 3.7% concrete products change to the material line only. Labor is held at the median-wage, 40 sq ft/crew-hr, 2.5x figures. Material allowance at $5.50/sq ft midpoint.

Patio sq ft	Material at 2025 level	Material at 2026 level	Added by inflation	Added as % of project total
100	$530	$550	$19	0.9%
200	$1,061	$1,100	$39	0.9%
300	$1,591	$1,650	$59	0.9%
400	$2,122	$2,200	$79	0.9%
600	$3,182	$3,300	$118	0.9%
1,000	$5,304	$5,500	$196	0.9%

The 2025 column works backwards: $5.50 ÷ 1.037 = $5.304 per square foot a year ago. This assumes the material line moved exactly with the published national index, which your local ready-mix supplier may not have done.

The reverse calculation is the more useful one. If a contractor tells you material inflation raised your 300 sq ft patio quote by $500, what index change would that require? At a $1,650 material line, $500 is a 30.3% increase. The published concrete products index moved 3.7%. A 30% claim is not supported by the national data, and you are entitled to ask for the supplier invoice.

Run it the other way for any quote increase you are given: divide the claimed increase by your material allowance. If the answer is far above 3.7%, the increase is coming from labor, scope or margin, not from concrete.

Can you compare metro areas with this data?

No, and you should be suspicious of any page that claims to. The wage data supplied here is the national figure only: $27.41 median across 206,170 cement masons and concrete finishers in the United States. There is no metro breakout in this dataset, so no city-to-city spread can be stated honestly.

What the data does support is a proxy for geographic variation. The 25th to 75th percentile band of $22.60 to $32.15 captures the combined effect of region, experience, union status and employer size. That is a 42% spread from bottom to top of the band. Applied to a 300 sq ft patio at 22.5 worker-hours and a 2.5x multiplier, it is the difference between $1,271 and $1,808 in billed labor, a gap of $537. Expect a genuinely high-wage metro to sit toward or above the 75th-percentile figure and a low-wage rural area toward the 25th.

Anyone quoting you a specific city median from this dataset is inventing it.

When is this estimate wrong?

Frequently, and here is where.

Demolition and disposal. Removing an existing slab is separate labor plus dumpster or haul-away fees. Reinforced or thick slabs take far longer. None of this appears above.

Base preparation. Poor soil, clay, or a site that needs 4 to 6 inches of compacted aggregate adds material, a plate compactor and hours. On a soft site this can approach the cost of the pour itself.

Permits and inspection. Jurisdiction-dependent, sometimes zero for a patio at grade, sometimes several hundred dollars plus inspection wait time that stretches the schedule.

Access. If the ready-mix truck cannot reach the pour, the concrete goes in by pump or by wheelbarrow. Pumping is a separate line item. Wheelbarrowing multiplies the labor hours in the tables above, sometimes by two.

Finish level. The tables assume a broom or light float finish. Stamped, exposed aggregate, colored or polished finishes add both material and skilled hours, and stamping in particular is time-sensitive work that needs more bodies on site during a narrow window.

Thickness and reinforcement. A 4-inch slab with mesh is the assumption. A 5 or 6 inch slab, rebar on chairs, or a thickened edge for a future structure all raise the material line and some of the labor.

Season and weather. Cold weather pours need blankets, accelerators or heated enclosures. Hot weather pours need retarders and earlier starts. Both cost. A rain-out mid-week can push a crew’s schedule and reduce their effective productivity below the 40 sq ft/crew-hr assumption.

Small-job minimums. Ready-mix suppliers charge short-load fees below a full truck. The 100 sq ft row in the table above almost certainly understates material for this reason.

Supervision. The tables cost all three crew members at the cement mason wage. If a working supervisor is on site at the $38.42 median for construction first-line supervisors, substituting one crew member raises the raw wage on a 300 sq ft job by ($38.42 − $27.41) × 7.5 hours = $82.58, which is $206 billed at 2.5x.

Which two things do homeowners get wrong?

Misconception one: cement prices are driving your quote up. The hydraulic cement index fell 0.7% over the twelve months to July 2026. Concrete products rose 3.7%. On a 300 sq ft patio that 3.7% is worth about $59. In the same period, the choice between a 25th-percentile and 75th-percentile crew is worth about $537 in billed labor on the identical job, roughly nine times as much. Material inflation is real and small. Labor selection is large.

Misconception two: the hourly rate on your invoice is the worker’s pay. A quote showing $70 per hour does not mean the finisher takes home $70. At the national median wage of $27.41 that is a 2.55x multiplier, which sits squarely inside the normal 2.0x to 3.0x band and covers insurance, taxes, equipment, warranty and profit. Homeowners who assume the crew pockets the billed rate misjudge which contractors are actually expensive. The number worth checking is not the rate, it is rate × hours.

How do you read a real quote against these numbers?

A quote you can check has these lines separated. A quote you cannot check has one number.

Ask for it broken into:

1. Labor stated as crew size × hours, or as total worker-hours, with a rate.
2. Material stated as cubic yards or square feet with a unit price.
3. Demolition and disposal as its own line.
4. Base preparation as its own line, with the depth of aggregate specified.
5. Permit at cost, stated separately.
6. Extras: pump, sealer, decorative finish, reinforcement upgrade, each priced.

Then compute their implied hourly rate: labor line ÷ worker-hours. Compare it against the $54.82 to $82.23 band derived from the median wage. Inside that band, the labor pricing is ordinary. Above it, either they are paying above the 75th percentile, running a higher overhead, or padding.

The single question that exposes a padded bid: “How many worker-hours is this, and how many people for how many days?” A contractor who has actually estimated the job answers immediately, because they built the number that way. A contractor who picked a total and worked backwards will give you a range, change the subject to quality, or quote a square-foot price instead. The square-foot answer is not wrong, but it is not an answer to the question asked, and that is the tell.

If they say four worker-hours for a 300 sq ft pour, the number is not credible. If they say sixty, ask what is taking the extra time, because there may be a real reason like a wheelbarrow haul or a difficult grade that belongs on the quote as its own line.

What to check before signing

• The worker-hours and crew size are written on the quote, not just a total price.
• Slab thickness, reinforcement type and finish type are all specified in writing.
• Demolition, disposal, base aggregate depth and permit are separate line items, not folded into “labor and materials”.
• The material line is expressed in cubic yards or square feet with a unit price you can take to a ready-mix supplier and check.
• Any claimed material price increase is checkable. National concrete products moved 3.7% in the year to July 2026. A larger claim needs a supplier invoice behind it.
• Access is addressed. If the truck cannot reach the pour, the method and its cost are on the page.
• Licensing and insurance are verified with your state licensing board and the carrier directly, not from a certificate photo.
• Payment schedule is tied to milestones, not a large deposit up front.

Everything in this article is arithmetic performed on published federal data. No property was inspected, no contractor was surveyed and no quotes were collected. The wage figures come from the BLS Occupational Employment and Wage Statistics program and the index figures from the BLS Producer Price Index. The burden multiplier, crew size, productivity rate and material allowance are stated assumptions. Change any of them and redo the arithmetic; that is what the tables are for.

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