Joint survey before pricing
We check every mortar joint for erosion, voids, and loose pointing.
Block substrate gets its own prep sequence.
We check every mortar joint for erosion, voids, and loose pointing.
Recessed or crumbling joints get packed before any coat goes on.
A first pass brings the joints flush with the face of the block.
Dry, thirsty block gets dampened or primed so it cannot pull water from the mix.
Itemized by joint work, base coat, and finish coat.
We want to see the joint pattern and any open mortar.
Tapping finds hollow spots and units that have started to spall.
Open joints packed, then a scratch pass to flatten the plane.
Even build across the wall, consistent texture top to bottom.
A thin coat troweled straight over recessed mortar shrinks into the low spots and prints the grid back.
Dry masonry units pull water out of fresh parging and leave a weak, dusty bond line.
Water tracking down through open cores keeps the wall damp behind an otherwise sound coat.
Ottawa Parging Experts treats parging over concrete block as its own kind of job, because a block wall is not one continuous surface. It is a grid of hollow concrete masonry units bedded in mortar, and a coating has to sit across two materials with different hardness, different absorption, and a repeating pattern of low spots between them. Almost everything that goes right or wrong on a block foundation traces back to that.
Concrete masonry unit foundations are common on Ottawa houses built from the postwar years through roughly the 1970s and early 80s, before poured forms became the standard on most residential jobs. If the inside of your basement shows grey rectangular units with joint lines about every eight inches vertically, that is the substrate the exterior coat is going onto.
Two properties matter. The first is porosity. Block is considerably more absorbent than poured concrete, which is genuinely helpful, since a cement parge coat keys into an open, thirsty surface far more readily than into a dense one. The second is geometry, and that one works against you. The mortar joints between units sit slightly proud or slightly recessed, and after decades of weather they are usually recessed, sometimes eroded back a good quarter inch.
The prep sequence on block therefore has an extra stage that a poured wall does not need. Before any finish material goes on, the joints have to be brought back to the plane of the block face.
We start by sounding the wall and scraping the joints. Mortar that crumbles under a scraper is not going to support a coating, so those joints get raked back to solid material and repointed. Joints that are sound but recessed get packed and struck flush. Where a section of block has spalled, that face is filled as part of the same pass rather than left as a hollow for the coat to bridge.
Then comes a levelling or scratch pass across the whole wall, worked into the block and the fresh joint work so the entire surface reads as one flat plane. Only after that does the finish coat go on, at a consistent thickness, with an even texture from grade to the top of the exposed wall.
Porosity gets managed at the same time. Dry masonry in July will pull the mix water straight out of fresh parging, which starves the cement of the water it needs to hydrate and leaves a chalky, weak bond line. Dampening the wall ahead of application, or priming it where the block is especially absorbent, keeps that from happening.
Telegraphing is the failure people notice first, and it is almost always a prep shortcut rather than a material fault.
If a thin coat is troweled directly over recessed joints, the material sits deeper in the joint than it does over the block face. As cement parging cures it shrinks slightly, and it shrinks proportionally more where it is thicker. Within a few weeks to a few months the wall develops a faint grid, and by the second winter that grid has usually turned into hairline cracking along the joint lines, because the coat is thinner and weaker at each transition.
Differential suction adds to it. Old mortar and the block face absorb at different rates, so the coat cures unevenly across the wall even where thickness is consistent, which shows up as a visible colour and texture difference in the same grid pattern.
Ottawa's climate then does the rest. Roughly 17 nights each winter, concentrated almost entirely in January, drop to -20°C or colder in this city, and the annual freeze-thaw count is estimated by industry guides for this market at 50 cycles or more. Every hairline crack along a joint line is somewhere water can sit, freeze, expand, and widen. What starts as a cosmetic grid becomes flaking and debonding along the same lines.
Pricing depends mostly on how much joint work sits under the coating. A localized patch on a block wall runs $300 to $600. Moderate repairs, meaning a section of wall with some repointing and a rebuild of the coating, run $600 to $1,500. Extensive repair or a full recoat runs $1,500 to $6,000.
Where the whole perimeter is being coated, the rate is $15 to $30 per linear foot, so a house with about 150 linear feet of exposed foundation lands between $2,250 and $4,500. Block walls with heavy joint erosion sit toward the upper part of that band, because the repointing is real work and it happens before anything else.
Timing is fixed by the weather rather than by us. Parging needs above-freezing temperatures to bond and cure, so the season runs spring through fall, with Ottawa's frost-free window sitting at roughly 158 days, late April to early October in most years. A properly prepped block wall should give you somewhere in the range of 10 to 25 years before it needs attention again.
If your wall is only telegraphing faintly and nothing is loose, this can wait for the right slot in the season rather than becoming an emergency. If the coat is hollow when tapped, or the bottom band above grade is flaking, that is water already behind the coating and worth looking at sooner. Send photos or book a free on-site estimate, and you get an itemized written quote within 24 hours.
Sometimes. If the existing coat is still well bonded, we can flatten the plane with a levelling pass and refinish over it. If the coat is hollow or flaking at the joint lines, it comes off first, because building over a debonded layer just repeats the problem.
Look at the inside of the basement wall. Concrete block shows a repeating rectangular grid with mortar joints roughly every eight inches vertically. Poured walls are continuous, often with faint horizontal form lines and small round patched holes.
If a joint is only slightly recessed and the mortar is sound, the levelling pass handles it. If mortar has eroded back deeply or crumbles when scraped, it gets packed first. Parging is a coating, not a structural filler, and it will not hold in a void.
No, it is a different one. Block is more absorbent, so the coating actually grips more readily. The trade-off is the joint geometry, which needs an extra prep step that a flat poured wall does not.
That band sits in the splash zone, roughly the first 12 to 18 inches above grade, where rain rebound, snow load, and road salt concentrate. On block, that water also finds open joints and gets into the cores, so failure shows up there first.