Measure, count, order

Concrete Block Calculator

Work out how many CMU blocks, bags of mortar and cubic yards of grout your wall needs — and what the materials will cost.

Enter your wall, block size and prices

Openings are deducted from the wall area before blocks are counted, and the mortar joint is added to the block face so the course lines up the way it will on site.

Wall

Net wall area: 153 sq ft of 216 sq ft gross

Doors, windows and garage openings deducted. Blocks are counted from the net figure.

Deduct openings, but not too eagerly. A door or window still needs a lintel, jamb blocks and cut units around it. Subtracting the full opening is standard practice — the contingency percentage is what covers the cutting waste it creates.

Block and mortar

Estimate basis

Face of 16 × 8 in including joint — 1.13 blocks per sq ft, 5% contingency.

Unit prices

Sand is only costed when you mix on site. Leave any price at 0 to drop that line from the total.

A concrete block calculator estimates the number of concrete blocks needed to build a wall. Enter the wall's length and height and the block dimensions to calculate the required quantity. The number of blocks depends on the wall area, block size, mortar joints, openings, and additional blocks needed for waste.

How a block estimate works

Blocks are counted by area, not by length. Work out the face area of one block with its mortar joint included, divide the net wall area by it, and round up. Everything else — mortar, grout, rebar — follows from the block count.

The detail that catches people is the joint. A standard block measures 15⅝ × 7⅝ inches, but it occupies 16 × 8 inches in the wall once a ⅜ inch bed and head joint are added. Using the actual size instead of the laid size overstates the order by about 5%.

1. Net the wall

Length × height, minus every door, window and garage opening.

2. Add the joint

Block face plus one joint in each direction gives the laid size.

3. Divide and round up

Net area ÷ laid face area, then add contingency for cuts.

4. Mortar and grout

Mortar from the block count; grout from the cells you fill.

The core math formulas

Net wall area

Net = (L × H) − Σ openings

Gross wall face less each door, window and garage opening.

Laid block face

Face = (l + j) × (h + j)

Actual block plus one mortar joint each way. 15⅝ + ⅜ = 16 in.

Block count

Blocks = ceil(Net ÷ Face)

For standard block that is 1.125 blocks per square foot.

Grout volume

Grout = Blocks × vol × fill%

Cubic feet per block, times the share of cells you fill, ÷ 27 for yd³.

Worked Examples

Four take-offs, start to finish

Four walls people actually build, run through to a parts list. Each row matches one of the preset buttons above, so you can load it and change a single input to see what your own wall does to the count.

Wall Net area Blocks Mortar Grout
Garage wall
24 × 9 ft, 9 × 7 ft door
153 sq ft
of 216 gross
173 15 bags 0.29 yd³
Retaining wall
40 × 4 ft, 12 in solid grouted
160 sq ft 180 15 bags 1.93 yd³
Garden wall
30 × 3 ft, 6 in, site-mixed
90 sq ft 102 4 bags + sand none
Boundary wall (metric)
12 × 2.4 m, 390×190 block
28.8 m² 360 30 bags none

Block counts exclude contingency. Mortar at 12 blocks per pre-mixed bag, or 3 bags of masonry cement per 100 blocks where the wall is site-mixed.

What these numbers show

Block width doesn't change the count

The 6, 8 and 12 inch walls above all use 1.125 blocks per square foot, because every standard CMU has the same 16 × 8 in face — only its thickness changes. Width drives price, weight and grout volume, never the block count.

Grout is the line that surprises

Solid-grouting the 12 in retaining wall adds 1.93 yd³ of grout — a concrete delivery in its own right, and often more expensive than the blocks. Decide the grout schedule before you price the job, not after.

Design to the module. A wall whose length and height land on whole 16 in and 8 in increments needs almost no cutting. The garage wall above is 24 ft — exactly 18 blocks — and 9 ft high, or 13.5 courses. Dropping it to 8 ft 8 in makes it 13 whole courses and removes a rip along the entire top of the wall.

Material Reference

Standard block sizes

Every size below shares the same 16 × 8 in laid face, so the blocks-per-square-foot figure never changes. Nominal dimensions include the ⅜ in mortar joint; actual dimensions are what you measure on the pallet.

Nominal Actual Blocks per sq ft Grout per block Typical use
4 × 8 × 16 in 3⅝ × 7⅝ × 15⅝ 1.125 0.08 ft³ Partitions, veneer backup
6 × 8 × 16 in 5⅝ × 7⅝ × 15⅝ 1.125 0.11 ft³ Garden and screen walls
8 × 8 × 16 in 7⅝ × 7⅝ × 15⅝ 1.125 0.18 ft³ The standard — walls, foundations
10 × 8 × 16 in 9⅝ × 7⅝ × 15⅝ 1.125 0.23 ft³ Tall or heavily loaded walls
12 × 8 × 16 in 11⅝ × 7⅝ × 15⅝ 1.125 0.29 ft³ Retaining and basement walls
8 × 4 × 16 in (half-height) 7⅝ × 3⅝ × 15⅝ 2.25 0.09 ft³ Closing courses, coursing to height
390 × 190 × 190 mm 390 × 190 (10 mm joint) 12.5 per m² 11 L Metric standard outside the US

"Cinder block" and "concrete block" are the same order today. True cinder block used coal ash as the aggregate and has not been in general production for decades. What you will be delivered is a concrete masonry unit — CMU — whatever the yard calls it on the invoice.

Ordering Detail

Your block count is not one block

Every block calculator, this one included, returns a single number. A supplier's order form does not work that way. The count is really a mix of unit shapes, and the ones you forget — lintels above the door, bond beam units for the top course, flat-ended blocks at every exposed end — are exactly the ones that stop the job when they are missing, because you cannot cut a stretcher into a lintel.

Unit What it is Where it goes How to count it
Stretcher Ears on both ends The field of the wall Whatever is left after the specials
Corner / end One flat, finished end Every corner and exposed wall end Courses × (corners + free ends)
Half block 8 in long instead of 16 Closing alternate courses at ends and jambs About half the end-course count
Bond beam Webs knocked down — a U in plan Top course, floor levels, above openings Beam length ÷ 16 in, per beam course
Lintel Deep U-channel, carries load Spanning doors and windows (Opening + 8 in bearing each side) ÷ 16
Sash / jamb Grooved end for a frame Both sides of every door and window Opening height in courses × 2
Cap / solid top Solid, 2–4 in thick Finishing a freestanding wall Wall length ÷ 16 in
Solid / bearing No cores Under beams, joists and point loads Per the structural drawing

Turning 173 blocks into an order

The Garage Wall preset returns 173 blocks for a 24 × 9 ft wall with a 9 × 7 ft door — 18 blocks per course, 13 courses. Here is what those 173 actually are:

Unit Qty Working
Stretcher 103 The remainder
Corner / end 24 12 courses × 2 free ends
Sash / jamb 20 10 courses of door height × 2 jambs
Bond beam 18 Top course, 24 ft ÷ 16 in
Lintel 8 (9 ft + 16 in bearing) ÷ 16 in
Total 173 Plus 18 cap blocks if the top stays exposed

Forty per cent of that wall is not a plain block. Seventy of the 173 units are corner, jamb, bond beam or lintel shapes. They cost more, some are made to order, and a yard that stocks stretchers by the thousand may need a week for lintels. Split your take-off into shapes before you ring the supplier, not after the pallets arrive.

Courses, not feet. One course of standard block adds 8 in of height, so wall heights land cleanly at 2'-8", 4'-0", 5'-4", 6'-8" and 8'-0". A 9 ft wall is 13.5 courses and forces a 4 in rip along the whole top; 8'-8" is 13 whole courses and needs none. Check your height against the 8 in module before you pour the footing, because that is the last moment it is free to change.

Mortar & Grout

Two mortar answers, and why they differ

Search for mortar quantities and you will find two rules that look contradictory: three bags per hundred blocks, and nine bags per hundred blocks. Both are right. They describe different products, and picking the wrong one will have you short by a factor of three on delivery day.

Masonry cement + sand

≈ 3 bags / 100 blocks

The traditional trade method. You buy cement and sand separately and mix on site, typically around 1 part cement to 3 parts sand. Budget roughly one cubic yard of sand for every seven bags of cement. Cheapest per block, and the only sensible option on a large wall — but it needs a mixer, space for a sand pile, and someone who can judge a batch.

Pre-mixed mortar

≈ 12 blocks / 80 lb bag

Cement and sand already blended — add water only. That works out near nine 80 lb bags per hundred blocks, or about twelve 60 lb bags. More expensive per block and heavier to handle, but consistent batch to batch and far easier for a first wall. This is what most homeowners actually buy.

Check the bag, not the rule. Coverage varies by manufacturer, joint thickness and how much you drop. Both figures assume a ⅜ in joint and a tidy bricklayer; a beginner should expect to use noticeably more. The calculator lets you override either rate with the number printed on your supplier's bag.

Mortar type — pick by load, not by habit

Type Mix (cement : lime : sand) Where it belongs
Type M 3 : 1 : 12 Highest strength — below grade, foundations, retaining walls
Type S 2 : 1 : 9 Structural walls at or below grade, good bond strength
Type N 1 : 1 : 6 The general-purpose default for above-grade walls
Type O 1 : 2 : 9 Low strength — interior, non-loadbearing, repointing old work

Grout is not mortar

Mortar beds the blocks; grout fills the cells. Grout is a much wetter, higher-slump mix, poured or pumped into the cores to bond rebar into the wall and add mass. A standard 8 in block takes about 0.18 ft³ per block — roughly 312 cubic inches — so a solid-grouted wall consumes about one cubic yard of grout for every 150 blocks. Fill every cell only where the design calls for it; most walls grout only the cells containing vertical rebar.

Reinforcement

The steel, and how to estimate it

Grout without steel is just heavy. The reason cells get filled at all is to bond reinforcement into the wall, so the rebar schedule and the grout schedule are the same decision. Spacing comes from engineering design and your adopted code — the figures below are the range those designs normally land in, so you can price a wall before the drawings arrive and sanity-check them afterwards.

Element Typical size Typical spacing Estimating rule
Vertical bars #4 or #5 16, 24, 32, 40 or 48 in o.c. (Length ÷ spacing) + 1, plus one each side of every opening
Footing dowels Match vertical One per vertical bar Hooked into the footing, projecting one lap length
Joint reinforcement Ladder or truss wire Every 1–4 courses (8–32 in) Wall length × number of reinforced courses
Bond beam bars 2 × #4 typical Top, floor levels, over openings Beam length × number of bars, continuous round corners

Lap splices

Bars are spliced by overlapping, typically 40 to 48 bar diameters: roughly 20–24 in for #4, 25–30 in for #5 and 30–36 in for #6. Add one lap per bar when you work out the length to order — a 9 ft wall does not need 9 ft of steel, it needs about 11 ft once the dowel lap is included.

Spacing and the grout preset

A standard block is 16 in long with two cells, so a cell falls every 8 in. That makes 32 in centres exactly every fourth cell — which is the 25% grout option in the calculator. 48 in centres is every sixth cell, and 16 in centres is every other one. Set the grout percentage from the bar spacing and the two numbers stay consistent.

Worked example — the garage wall

Same 24 × 9 ft wall, 13 courses, one 9 ft door, reinforced with #4 bar at 32 in centres:

Item Qty Working
Vertical #4 bars 12 (288 in ÷ 32) + 1 = 10, plus 1 each door jamb
Bar length to order 144 ft 12 bars × 12 ft (8'-8" wall + 24 in lap)
Footing dowels 12 One per vertical, set in the pour
Joint reinforcement 144 ft 6 alternate courses × 24 ft
Bond beam bars 69 ft Top course 2 × 24 ft, lintel 2 × 10.5 ft
Grout to fill them 0.29 yd³ The calculator's figure at 25% cells filled

The dowels are the deadline. Vertical bars have to line up with cells, and cells are fixed the moment the blocks go down — which means the dowel positions must be right when the footing is poured, before a single block exists. Set them out from the block module, not from a tape measure along the footing, and check them against the first dry-laid course before the concrete goes off.

Cost Benchmarks

What a block wall costs in 2026

Block is the rare trade where labor costs more than material — often twice as much. The calculator above prices the pallet; a contractor prices the pallet plus the days of skilled work to lay it, which is why the two figures are so far apart.

Installed cost per square foot

Component Per sq ft Share
Materials $5 – $13 roughly one third
Labor $10 – $17 roughly two thirds
Installed total $15 – $30

Reconciling the two numbers

Load the Garage Wall preset — 24 × 9 ft with a 9 × 7 ft door — and the bill of materials comes to $504.55 across 182 blocks, 15 bags of mortar and 0.29 yd³ of grout. Over 153 net square feet that is $3.30 per square foot in materials, below the $5–$13 published band because the band assumes rebar, grout and a footing that this quick take-off does not price. Add labor at $10–$17 per square foot and the same wall lands near $2,000–$3,100 installed. Use the calculator to check a quote's material line; do not expect it to predict the quote.

Unit prices and add-ons

Standard 8×8×16 block

$1.25 – $2.50

Each. A pallet of 70–90 runs $115–$225.

Solid block

$3.30 – $5.00

No cores to grout, but far heavier to lay.

Split-face block

$3.00 – $5.00

Decorative face — used where the wall stays exposed.

Labor per block

$5 – $10

Or $35–$100 an hour for a mason.

Grout + rebar fill

$1.00 – $5.25 / ft²

Depends heavily on how many cells you fill.

Core-fill insulation

$1.50 – $2.50 / ft²

Foam instead of grout, where insulation is the goal.

Whole-wall totals, installed

Wall Area Installed total
10 ft long × 4 ft tall 40 sq ft $600 – $1,200
25 ft long × 6 ft tall 150 sq ft $2,250 – $4,500
50 ft long × 6 ft tall 300 sq ft $4,500 – $9,000

US national ranges published in 2026, excluding footings, permits, excavation and drainage. A block wall almost always needs a poured concrete footing below it, which is a separate line and a separate trade.

Weight & Delivery

What the order weighs

A block count is also a tonnage. This is the part of the estimate that decides whether the load can be craned over a fence or has to be barrowed round the side of the house, whether your driveway survives the delivery, and how many days of lifting the job really is.

Block Weight each Per pallet Pallet weight
4 × 8 × 16 in 18 – 26 lb 144 ≈ 2,600 lb
6 × 8 × 16 in 26 – 30 lb 108 ≈ 2,800 lb
8 × 8 × 16 in 33 – 40 lb 90 ≈ 3,000 lb
8 × 8 × 16 in, solid ≈ 50 lb 72 ≈ 3,600 lb
10 × 8 × 16 in ≈ 40 lb 80 ≈ 3,200 lb
12 × 8 × 16 in ≈ 50 lb 60 ≈ 3,000 lb
8 × 8 × 16 in, lightweight 25 – 30 lb 90 ≈ 2,500 lb

Weights vary with aggregate density and moisture — blocks that have sat in the rain run 5–10% heavier. Pallet counts differ by manufacturer; confirm before you plan the lift.

The garage wall, weighed

Blocks

≈ 6,550 lb

182 blocks at 36 lb

Mortar

1,200 lb

15 bags at 80 lb

Grout

≈ 1,170 lb

0.29 yd³ at ~4,050 lb/yd³

Delivered total

≈ 4.5 tons

Across 3 pallets

Where the pallets land

A forklift-equipped truck sets pallets where it can reach; anything beyond that is barrow work, and 180 blocks is roughly 90 barrow loads. Stack within a few steps of the wall, on boards rather than turf, and split the drop along a long wall instead of piling it at one end. A pallet at 1.5 tons will crack a thin driveway slab and sink into soft ground.

And what it does to a body

A standard block is around 36 lb, and each one is lifted at least twice — off the pallet and onto the wall. That is over 6 tons handled for this one small wall. NIOSH's lifting equation puts the recommended limit well below 36 lb for repeated lifting at awkward heights, which is why masons keep the stack at waist level and why lightweight units exist at all.

The wall's own weight matters too. An 8 in wall runs roughly 40 lb per square foot hollow and around 70 lb per square foot fully grouted — so solid-grouting nearly doubles what the footing carries. If you change the grout schedule after the footing is designed, the footing needs revisiting.

Before You Order

What the take-off doesn't cover

A block count is the easy part of a masonry estimate. These four items sit outside it and routinely cost more than the blocks themselves.

The footing

Block cannot sit on soil. It needs a poured concrete footing, typically twice the wall width and reaching below the frost line, with dowels left standing where vertical rebar will go. Plan the dowel positions before the pour — you cannot add them afterwards.

Rebar and bond beams

Vertical bars in grouted cells, horizontal joint reinforcement every few courses, and a bond beam course at the top. Spacing comes from the structural design and the code your jurisdiction has adopted — not from a rule of thumb, and not from this calculator.

Drainage, on any retaining wall

Water behind a wall is what pushes it over. A retaining wall needs gravel backfill, a perforated drain at the base and weep holes through the face. This is the single most common reason a block retaining wall fails, and it is not a material you can skip to save money.

Weather and delivery

Mortar should not be laid in freezing conditions or baking heat without precautions, and a pallet of block weighs a couple of tons — check the truck can reach where you want it stacked. Blocks left uncovered in rain go into the wall saturated, which weakens the bond.

Frequently asked questions

How many concrete blocks are in a square foot?

1.125 blocks per square foot, or 113 blocks per 100 square feet of wall. A standard block occupies a 16 × 8 in face once the ⅜ in mortar joint is included, which is 0.889 sq ft. This holds for 4, 6, 8, 10 and 12 inch block alike, because they all share the same face and differ only in thickness. Half-height 8 × 4 × 16 units double the figure to 2.25 per square foot. To turn that rate into a quantity, multiply it by the net wall area — length × height, less any openings — which is exactly what the calculator above does.

How much mortar do I need per 100 blocks?

It depends which product you buy. Around three bags of masonry cement per 100 blocks if you are mixing with your own sand — plus roughly one cubic yard of sand per seven bags. Around nine 80 lb bags of pre-mixed mortar per 100 blocks if you are buying it ready-blended, which works out near 12 blocks a bag. The two figures look contradictory but describe different materials; check which one is sitting on your supplier's shelf before you order. Both rules assume a ⅜ in joint laid by someone who is not wasting it — a thicker joint, or a first wall, will use noticeably more cement and sand than the rule predicts.

What is the difference between nominal and actual block size?

Nominal size is the space the block occupies in the finished wall, joint included — 8 × 8 × 16 in. Actual size is the unit itself, 7⅝ × 7⅝ × 15⅝ in, exactly ⅜ in smaller in each direction so that one mortar joint brings it back to the module. Estimate with nominal dimensions and the arithmetic stays clean; estimate with actual dimensions and you will over-order by roughly 5%. Nominal sizing is also what makes masonry modular: every course adds 8 in of height and every unit 16 in of length, so a wall whose dimensions land on those increments needs almost no cutting.

Do I need to fill the blocks with concrete?

Only where the design says so. A low garden wall usually stays hollow. A retaining wall, a tall freestanding wall or anything carrying load will have vertical rebar in specified cells, and those cells must be grouted solid to bond the steel into the wall. Common schedules are every fourth cell at 32 in centres, every other cell, or fully grouted for the heaviest cases. Grouting every cell "to be safe" is expensive and adds enormous weight to the footing — follow the engineer's drawing rather than guessing upward. Grout also adds weight the foundation has to carry — a fully grouted wall weighs close to double a hollow one — so changing the grout schedule after the footing is designed means the footing needs revisiting too.

Does a concrete block wall need a footing?

Yes — masonry cannot be laid on soil. A block wall sits on a poured concrete foundation, typically twice the wall thickness in width and deep enough to reach below the local frost line, with dowels left standing wherever vertical reinforcement will run. The footing is a separate pour, a separate cost and often a separate trade, which is why no block quantity or material estimate on this page includes it. Two things are worth settling before that concrete goes off: the dowels have to line up with block cells, and the top of the footing should sit at a height that lets the wall rise in whole courses.

How much does a concrete block wall cost?

Roughly $15 to $30 per square foot installed in the United States in 2026 — materials $5–$13 and labor $10–$17. A 25 ft × 6 ft wall therefore runs about $2,250 to $4,500. Block is unusual in that labor outweighs material roughly two to one, so the biggest lever on cost is wall complexity — corners, openings, curves and cuts — rather than the price of the blocks themselves. Masonry construction is normally quoted by wall area rather than block quantity, so compare bids per square foot and check the material line against your own estimate. None of these figures include the concrete footing the wall has to sit on.

Are cinder blocks and concrete blocks the same thing?

In everyday use, yes — and this calculator treats them identically. Historically a cinder block used coal cinders as the aggregate, making it lighter and considerably weaker; it has not been in general production for decades, and modern construction standards assume a concrete masonry unit throughout. What your supplier delivers today is made with sand and gravel aggregate, whichever of the two names appears on the invoice. The distinction only matters when you are matching or repairing genuinely old work, where the existing units really may be the weaker, lighter material.

Should I subtract door and window openings?

Yes, deduct the full opening — that is standard estimating practice, and it is what this calculator does. Bear in mind that openings generate cutting waste along both jambs and often need special units such as bond beam or lintel block above them, so a wall with several openings deserves a higher waste allowance than a blank one. In practice: take each opening's area off the gross wall area, then let the waste percentage absorb the cutting it creates. On a wall that is mostly openings, price the lintels separately rather than trusting an area-based quantity at all.

How many blocks can one person lay in a day?

An experienced mason with a labourer keeping them supplied will lay somewhere around 150 to 250 standard blocks in a day on a straightforward wall; a competent DIYer should plan on a third of that, and less on the first day. Corners, openings and grouting all slow it down sharply. Divide the block quantity from this calculator by a realistic daily rate to sanity-check how long a quote says the job will take. Masons often plan the day in courses rather than blocks, since finishing a full course around the wall is a natural stopping point and keeps the whole length rising evenly.

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Disclaimer

This calculator produces a material estimate from the dimensions and unit prices you enter. It counts blocks, mortar and grout. It does not price footings, rebar, joint reinforcement, lintels, bond beam units, waterproofing, drainage, scaffolding, labor, delivery or permits — several of which routinely cost more than the blocks.

Block dimensions, mortar coverage and grout volumes vary between manufacturers, and structural requirements — wall thickness, reinforcement spacing, grout schedule, footing size — are set by engineering design and by the building code your jurisdiction has adopted. The arithmetic here is exact for the figures you supply; the figures themselves should come from your supplier's data sheet and your drawings.

The creators of this tool assume no liability for shortages, overages, structural inadequacy, code violations or financial losses arising from its use. Any retaining wall, any wall carrying load, and in most jurisdictions any freestanding wall above a modest height, should be designed by a qualified engineer and built to that design rather than to an online estimate.

Last updated: August 30, 2026