The cost to cut a doorway in a brick wall is typically $2,000-$7,000, with an average near $4,000 for a standard opening and professional structural support. Wall thickness, whether the brick is structural or veneer, access, permits, and finish work can shift the quote substantially.
| Item | Low | Average | High | Notes |
|---|---|---|---|---|
| Standard doorway project | $1,500 | $4,000 | $8,000 | Cutting, lintel, and basic making good |
| Cutting and removal | $500 | $1,200 | $2,500 | About $15-$40 per sq. ft. of cut area |
| Structural lintel and installation | $400 | $1,000 | $2,500 | Size and load determine steel or concrete choice |
| Permits and engineering | $0 | $500 | $2,000 | Local rules and structural review vary |
| Finishing and debris removal | $300 | $900 | $2,000 | Excludes a new door unless noted |
What a standard brick doorway usually costs
A contractor commonly charges $2,000-$5,000 to create a roughly 3-foot-wide by 6-foot-8-inch opening in a one-wythe brick wall with ordinary access. A load-bearing exterior wall, thick masonry, or detailed interior and exterior finishing can bring the total to $5,000-$8,000 or more. These estimates generally include cutting, debris handling, a lintel, and basic patching, but not a new door or extensive electrical relocation.
For cut area, a practical planning range is $15-$40 per square foot for saw cutting and removal alone. A small door opening may contain about 20 square feet of masonry, but the project price is not simply that area multiplied by a cutting rate: setup, dust control, structural support, minimum labor charges, and finishing add fixed costs.
Budget about $4,000 for a straightforward, professionally supported doorway, then confirm what the quote includes.
Assumptions: Standard 36-inch doorway, accessible site, typical U.S. labor pricing, no major utility relocation, and basic repairs around the opening.
How cutting, lintels, and finishing appear on quotes
Quotes may combine several tasks under one project price. Asking for separate labor, masonry, structural support, and restoration allowances makes it easier to compare bids. A very low quote may omit engineering, temporary shoring, disposal, or finish work rather than reflect a lower complete price.
| Quote component | Typical price | What changes the charge | Common unit |
|---|---|---|---|
| Layout and protection | $150-$500 | Dust barriers, floor protection, occupied rooms | $150-$500 per job |
| Saw cutting and masonry removal | $500-$2,500 | Wall thickness, opening size, access | $15-$40 per sq. ft. |
| Lintel or beam and installation | $400-$2,500 | Span, load, steel size, bearing conditions | $20-$60 per linear ft. for material, plus labor |
| Masonry labor and installation | $600-$2,000 | Crew size, shoring, cutting method | $75-$125 per worker-hour |
| Debris, patching, and finish | $300-$2,000 | Haul distance, brick matching, trim scope | $100-$600 for disposal; finish varies |
| Permit or engineering review | $0-$2,000 | Municipal requirements and structural design | $100-$1,000+ per service |
Labor is often the largest portion because the opening must be measured, supported, cut, and made safe, not merely removed. For a crew spending 12-20 worker-hours at $75-$125 per hour, labor alone can run $900-$2,500 before materials and overhead.
Compare line items and exclusions rather than treating every lump-sum quote as equivalent.
How wall thickness and load change the opening price
A single-wythe brick wall, often around 4 inches thick before finishes, generally costs less to cut than a two-wythe wall or a brick-and-block assembly around 8-12 inches thick. Double-layer masonry can take longer to cut, create more debris, and require a larger lintel. A wall with a cavity or concealed framing may also need additional investigation before work begins.
Load is just as important as thickness. An exterior wall supporting roof or floor framing may need temporary shoring and an engineered steel lintel. A 3-foot opening may use a smaller support than a 6-foot opening; spans above about 4 feet often require closer engineering review, although the actual requirement depends on loads, wall construction, and local code. Extending an opening near a corner or another opening can also reduce the available bearing length.
Brick veneer over wood framing is different from a solid masonry structural wall. The veneer still needs support above the opening, but the framing behind it may carry the building load. A contractor should identify the assembly before quoting. Do not assume visible brick is nonstructural based on appearance alone.
Assumptions: Thickness ranges are approximate; existing wall assembly, framing direction, roof loads, and bearing conditions determine the actual design.
Keep the doorway price down by controlling the scope
Keeping the opening to a standard size can limit cutting time and reduce the chance of a costly beam upgrade. Changing a planned 36-inch door to a wider opening can add masonry removal, structural design, and finish work. Confirm the door size and rough-opening dimensions before the contractor orders materials or begins cutting.
Separate essential structural work from optional finish upgrades. A quote may include matching specialty brick, full-room repainting, new trim, or a replacement door. If those items are not required for a safe, code-compliant opening, request them as separate alternatives. Avoid choosing a smaller lintel or skipping shoring to save money; those are design and safety decisions for qualified professionals.
Prepare the work area by clearing furniture and providing an unobstructed route for debris, if the contractor permits it. Obtain comparable written quotes from at least three masonry or structural contractors, using the same opening dimensions and finish scope. Check that each quote identifies lintel work, permits, disposal, and patching.
The most controllable savings usually come from standard dimensions, clear access, and excluding finish upgrades that are not needed.
What regional labor rates add to masonry cutting
Labor and permit costs vary by metro area, contractor availability, and building age. As a broad budgeting adjustment, a project in a high-cost coastal metro may run 15%-35% above a typical national estimate, while some rural markets may be 10%-20% below it. These differences are not guarantees: a rural site with few qualified masonry contractors can still cost more because of travel and minimum charges.
Urban work can involve parking fees, limited staging space, occupied-building protections, and restricted work hours. Those constraints may add $200-$1,000 or more. Older homes may also require extra investigation if concealed framing, utilities, or prior repairs are uncertain. Local permit fees range from no separate permit charge in some jurisdictions to several hundred dollars or more, with engineering review billed separately.
For a $4,000 baseline job, a 20% metro premium would bring the planning figure to about $4,800. For a $3,500 rural baseline with a 15% discount, the estimate would be roughly $2,975, before travel, permit, or unusual access charges. Local written quotes are more reliable than applying a national average without adjustment.
How long the crew needs to cut a brick doorway
A straightforward opening may take one working day for layout, protection, cutting, removal, and lintel installation, with another day or more for mortar work and finishing. Structural shoring, thick masonry, limited access, or a large beam can extend work to two or three days. Drying and curing time for mortar or patching may delay door installation even after the cutting crew leaves.
Many contractors use a two- or three-person crew. At typical rates of $75-$125 per worker-hour, a three-person crew on site for 6-8 hours represents $1,350-$3,000 in labor before setup, travel, materials, or business overhead. Some firms instead quote a fixed project price, particularly when exact hours are difficult to predict.
Ask whether the quote counts worker-hours or crew-hours. Three people working 8 hours equal 24 worker-hours, not 8. Confirm whether return visits for lintel inspection, mortar repair, or cleanup are included. Labor duration depends more on structural support and site conditions than on the saw cut alone.
Extra charges for permits, utilities, and brick matching
Permit and engineering costs are not included in every contractor bid. A basic permit may cost $100-$500, while structural drawings or engineering review can add $300-$1,500 or more. Some cities require inspection before the opening is closed or finished, which can affect scheduling. The property owner should verify local requirements rather than assume a contractor’s permit allowance applies everywhere.
Electrical wiring, plumbing, radiators, switches, and alarm lines near the intended opening may need relocation. Moving a single outlet can add roughly $150-$400; more involved electrical or plumbing changes may cost $500-$2,000 or higher. Debris hauling often adds $100-$600, especially when access is difficult or masonry must be carried through a finished home.
Matching old or specialty brick can raise repair costs. Basic patching may be included, but reclaimed or custom-matched brick and repointing can add $300-$1,500 depending on the area. A new door, frame, lockset, and installation are commonly separate, adding approximately $500-$2,000 for standard options. Request a written list of exclusions before approving the work.
Three brick-opening quotes with different scopes
A modest interior opening through a non-load-bearing, single-wythe brick partition might total $1,800-$2,800. That example assumes a standard doorway, easy access, about 20 square feet of cutting, no engineered beam, and basic debris removal. Finishing and a door would likely be additional.
A typical exterior doorway through a 4-inch brick veneer with a framed wall behind it might total $3,000-$5,500. The estimate could include a veneer lintel, a crew of two or three working 12-18 worker-hours, protection, debris removal, and basic patching. Utility relocation, a permit, and exterior brick matching could push the quote higher.
A 36-inch opening through an 8-12-inch load-bearing masonry wall might cost $5,000-$8,500 or more. This scenario can require an engineer, temporary shoring, a heavier steel lintel, 20-30 worker-hours, and substantial masonry restoration. A wider opening, difficult access, or extensive finish matching can exceed that range.
| Example scope | Cut area and rate | Labor allowance | Likely total |
|---|---|---|---|
| Interior partition, no structural beam | About 20 sq. ft. at $15-$30 | 12-18 worker-hours | $1,800-$2,800 |
| Exterior brick veneer with lintel | About 20 sq. ft. at $20-$40 | 12-18 worker-hours | $3,000-$5,500 |
| Thick load-bearing masonry | About 20 sq. ft. at $25-$45 | 20-30 worker-hours | $5,000-$8,500+ |
Assumptions: Examples are planning ranges, not bids; totals depend on region, engineering, access, finish requirements, and whether a door is included.
The structural wall example costs more because support and restoration are added to the cutting work.
When a wider opening makes the quote jump
Increasing a doorway from 3 feet to 5 or 6 feet may add only a few square feet of cutting, but it can raise the structural cost disproportionately. A longer span may require a heavier lintel, more bearing at each end, additional shoring, and engineering review. Budget an additional $500-$2,000 or more for a wider structural opening, depending on the wall and support design.
Moving the opening toward a corner, intersecting wall, or existing window can also complicate support. The remaining masonry may not provide enough bearing for a standard lintel, and a contractor may need a different beam or temporary support sequence. If a wider passage is the goal, compare the full installed cost of one large opening with the cost of a standard doorway before changing the design.
Where the existing brick is structurally sound but the opening is expensive, a qualified contractor can assess whether a smaller opening or a different location would avoid extensive reinforcement. The decision should follow structural review, not appearance alone. Span and bearing conditions can matter more than the extra square footage being removed.