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.
Blocks to order
0
Including contingency
Mortar
0
Bags of pre-mixed mortar
Grout / core fill
0
Hollow wall — no fill
Est. material cost
$0.00
Labor and delivery not included
Itemised bill of materials
| Item | Qty | Unit | Line 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%.
Length × height, minus every door, window and garage opening.
Block face plus one joint in each direction gives the laid size.
Net area ÷ laid face area, then add contingency for cuts.
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