How many bricks or blocks, and how many bags of mortar, for your wall.
Turn these numbers into a build plan.
How we got this: 144 / ((L 7.625 + 0.375) x (H 2.25 + 0.375)) = 6.86 units per sq ft, x 160 sq ft = 1098; mortar at 33 units per 80 lb bag at a 3/8 in joint. Joint styles are in the masonry joint guide; to count bricks only, use the brick calculator. The footing is in the concrete mix calculator.
Finished the masonry estimator: brick, block & mortar? Snap a before and after. The photo maker lines them up into one image you can post, and a free Blueprint account keeps the photos with your measurements and materials.
1,208 modular bricks in 37 courses of 30, laid with 0.375" mortar joints and 37 bags of mortar over a poured concrete footing. Covers 160 sq ft of wall face.
Check rules and lay out
Call 811 before digging. A 8 ft wall usually needs a permit and engineered reinforcement, so check with your building department first. Stake out the 20 ft run with string.
Pour the footing
Dig a trench 12" wide and at least 8" deep (deeper where frost depth requires). Set 5 sticks of rebar on chairs, then pour 23 bags of concrete and screed it level. Let it cure 48 hours.
Dry-lay the first course
Lay out 30 bricks without mortar with 0.375" spacers to check the bond and see where cuts land. Mark the joint locations on the footing.
7 steps · 9 tools · 7 materials
4 more steps, the full tool list and a shopping list you can check off as you go.

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| Modular brick | 8" CMU block | |
|---|---|---|
| Units per sq ft | 6.86 | 1.125 |
| Units with 10% waste | 1,208 | 199 |
| Courses | 37 | 12 |
| Mortar, 80 lb bags | 37 (Type N) | 17 (Type S) |
| Grout and rebar | None | 0.53 cu yd, 5 sticks at 32 in |
| Material cost | $1,166 | $833 |
| Unit | Actual size (in) | Units per sq ft | Per 80 lb premix | Per 60 lb premix | Per 70 lb masonry cement |
|---|---|---|---|---|---|
| Modular brick | 3.625 x 2.25 x 7.625 | 6.86 | 33 | 25 | 125 |
| Standard brick | 3.625 x 2.25 x 8 | 6.55 | 32 | 24 | 121 |
| Queen brick | 2.75 x 2.75 x 7.625 | 5.76 | 41 | 31 | 155 |
| Jumbo brick | 3.5 x 2.75 x 8 | 5.50 | 31 | 23 | 117 |
| King brick | 2.75 x 2.625 x 9.625 | 4.80 | 35 | 26 | 133 |
| Norman brick | 3.625 x 2.25 x 11.625 | 4.57 | 24 | 18 | 91 |
| Utility brick | 3.625 x 3.625 x 11.625 | 3.00 | 22 | 17 | 83 |
| 4" CMU block | 3.625 x 7.625 x 15.625 | 1.13 | 16 | 12 | 61 |
| 6" CMU block | 5.625 x 7.625 x 15.625 | 1.13 | 14 | 11 | 53 |
| 8" CMU block | 7.625 x 7.625 x 15.625 | 1.13 | 12 | 9 | 45 |
| 10" CMU block | 9.625 x 7.625 x 15.625 | 1.13 | 11 | 8 | 42 |
| 12" CMU block | 11.625 x 7.625 x 15.625 | 1.13 | 10 | 8 | 38 |
| Type | Strength | Portland : lime : sand | Use |
|---|---|---|---|
| Type N | 750 psi | 1 : 1 : 6 | Above-grade walls, veneer, chimneys; the default |
| Type S | 1,800 psi | 1 : 0.5 : 4.5 | Below grade, retaining walls, foundations, patios |
| Type M | 2,500 psi | 1 : 0.25 : 3 | Heavy loads, footings and walls in contact with soil |
| Type O | 350 psi | 1 : 2 : 9 | Interior non-bearing walls, repointing soft old brick |
Site-mixing with portland and lime: Type N is 1 part portland, 1 part lime and 6 parts sand; Type S is 1 : 1/2 : 4-1/2. With bagged masonry cement (lime already in it), use about 1 part cement to 3 parts sand. Retaining walls take Type S; see the retaining wall guide, and the masonry joint guide for finishing the joints.
Thin stone veneer is sold by the square foot (flats) and linear foot (corners). Order the net wall area plus 10%, subtract a foot of flat for each linear foot of corner, and plan on one 80 lb bag of Type S for about 15 sq ft including the scratch coat. Full-bed natural stone uses two to three times that.
A freestanding wall needs a concrete footing about twice the wall thickness wide and below the frost line. Mix it with the concrete mix calculator, check the bearing with the foundation load calculator, and pave in front of it with the paver patio guide.
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