Removing a load-bearing wall is one of the most structurally consequential things you can do in a remodel — and one of the most frequently mispriced, both in homeowner expectations and in contractor proposals that leave out key scope items. The range in Minnesota is wide: $6,000 on the low end for a straightforward single-story opening with a clean LVL beam, to $20,000 or more when the span is long, the load path is complex, or the wall contains utilities that need to be relocated.

Here's what the scope actually costs, broken down by component, and what drives the variation.

What Load-Bearing Wall Removal Actually Costs in Minnesota

The total cost is the sum of several distinct components, each with its own range. Proposals that combine these into a single line item make it hard to understand where the money goes — and make it harder to compare bids accurately.

  • Structural engineer fee ($1,500–$4,000): An engineer must size the replacement beam based on the span, the load above (one story vs. two), and the soil bearing capacity. This is not optional — permit offices in Hennepin County require stamped structural drawings for load-bearing modifications. Simple single-story spans run $1,500–$2,200; multi-story or complex load paths run $2,500–$4,000.
  • Temporary shoring ($500–$1,500): Before the wall comes out, the floor and roof loads above must be temporarily supported with shoring posts and beams. This is a labor cost, typically 4–8 hours of carpenter time with materials.
  • Beam material — LVL vs. steel: A laminated veneer lumber (LVL) beam for a 10–14 foot span typically costs $500–$2,000 in materials. Steel beams cost $1,000–$4,000+ for the same span but are required when depth is constrained — when the beam must be shallower than an LVL would allow to maintain ceiling height. Steel also requires additional labor for handling and connection hardware.
  • Beam installation labor ($1,500–$3,500): Setting a beam into a pocket in the end walls, connecting it to the existing structure, and installing the point load posts below takes a crew of 2–3 carpenters a half to full day. Longer spans and heavier beams take longer.
  • Post and column footings ($1,000–$3,000): The beam must transfer its load to the foundation at each end. In some configurations — particularly in basements or crawlspaces — new concrete footings under the bearing posts are required. This involves excavation, forming, and a concrete pour.
  • Permit fee in Hennepin County ($200–$600): Structural modifications require a building permit. Fee varies by municipality and assessed project value.
  • Finish restoration ($1,500–$4,000): After the beam is set, the ceiling, walls, and floor must be repaired to match the existing conditions. This includes drywall, taping, texture matching, paint, and flooring transition. Texture matching in particular is difficult — popcorn ceilings or skip-trowel finishes in adjacent rooms are hard to replicate exactly.

What Drives Cost Up — and What Gets Discovered After Demolition

Several factors consistently push load-bearing wall removal toward the high end of the range, and some are only fully knowable after the wall is opened.

  • Span length: Every additional foot of span increases beam depth and weight. A 10-foot span might use a 3-ply 9.5" LVL; a 20-foot span may require a steel beam and dedicated point load posts at each end, plus engineering for the increased load on the foundation.
  • Multi-story load path: In a two-story home, removing a first-floor load-bearing wall means the load from the second floor and roof must transfer to new point loads. This requires engineering the full load path — not just the beam — and often requires new posts in the basement aligned with the new bearing points above.
  • Utility conflicts: Load-bearing walls in older Twin Cities homes frequently contain electrical circuits, plumbing supply lines, or HVAC ductwork. Relocating an electrical circuit adds $400–$1,200; rerouting a plumbing line or HVAC duct can add $2,000–$5,000 depending on the complexity of the new routing.
  • Hidden conditions in 1950–1980 homes: Knob-and-tube wiring run through wall plates, galvanized supply lines in the wall cavity, and deteriorated framing at bearing points are common in Hopkins, St. Louis Park, and Golden Valley homes of this era. These conditions add scope that's priced as contingency — not as part of the base proposal.
  • How KCC handles it: Before demo, KCC opens an inspection cut in the wall to identify utility conflicts and framing conditions. The structural engineer reviews the actual conditions, not just the drawings. Contingency is written into the contract for utility relocation so the scope is clear if it's triggered.

If you're planning an open-concept kitchen or whole-home renovation in the West Metro and want to understand what load-bearing wall removal would involve in your home specifically, KCC can walk through the structural considerations during a consultation. Request one below.