Helical piers cost

A helical pier costs $2,000 to $4,000 installed, typically $3,000. It needs no house weight to install, so it suits porches, additions and light structures, and torque proves each one's capacity.

A steel helical pier with a round helix plate being turned into the ground beside a foundation

National average

$3,000

each

National estimate as of October 2026, not a quote. Where these figures come from.

Base pricing reviewed October 2026 · Labor: BLS OEWS May 2025 · Materials: BLS PPI August 2026

A helical pier costs $2,000 to $4,000 installed, typically around $3,000 per pier. A job is priced pier by pier, so the number the engineer specifies, and the spacing that produces it, moves the total far more than the rate itself.

Helical piers usually cost a little more each than steel push piers, which run $1,500 to $3,500. They get chosen anyway for one main reason: they do not need the weight of the house to install them, so they work under porches, additions and light framed structures where a push pier has nothing to push against.

What it costs

LineCost
Helical pier, installed, each$2,000 to $4,000
Helical pier, typical$3,000
Steel push pier, installed, each$1,500 to $3,500
Steel push pier, typical$2,400
Independent engineer's report$400 to $1,500
Crack injected after stabilizing, each$350 to $1,000

The per-pier figure normally covers excavation at the footing, the pier shaft and helix plates to the estimated depth, the bracket, the lift or the lock-off, and backfill. It does not normally cover depth beyond the estimate, interior piers through a slab, restoring hardscape, or repairing cracks and drywall afterward.

How a helical pier works, and why torque matters

A helical pier is a steel shaft with one or more helix plates welded near the tip, shaped like a widely spaced screw thread. A hydraulic drive head on a mini excavator or a handheld rig turns it into the ground, and extension sections are added until it reaches soil firm enough to carry the load. A bracket then ties the top of the shaft to the footing.

The useful part is what the installer reads while it turns. The torque needed to keep advancing the shaft rises as the helix plates enter denser soil, and that torque correlates with how much load the pier can carry. The industry uses a published torque factor for each shaft size, roughly 7 to 10 per foot for the common residential shafts, multiplied by the final installation torque to estimate ultimate capacity. A safety factor, typically two, then gives the working load.

That turns each pier into a verified number. The engineer specifies a target torque, and the installer keeps going until the gauge reads it. A pier that reaches its target at 12 feet and one that needs 26 feet have both been proven to the same capacity, which is why helical depth cannot be promised in advance and why the per-foot extension rate matters on the quote.

Ask for an installation log: for every pier, its location, the final depth, the final torque reading and the shaft size. It costs the contractor nothing to keep, and it is the only record that each pier did what the drawing said it would.

Steel helical pile shafts with welded helix plates laid out on a job site
Each helix plate bears on the soil, and the torque needed to turn the shaft is read as a measure of how much load it will carry.

Helical or push pier

The two are often presented as competing products. In practice the soil and the structure usually decide.

Push piers need weight above them. A push pier is driven by hydraulic rams that react against the house. A two-story masonry house supplies plenty of reaction. A one-story frame house, a porch roof or a sunroom often does not, and the pier stops when the structure starts to lift rather than when it reaches good bearing.

Push piers need something to reach. They are driven to bedrock or to refusal in very dense soil. Where that layer is far down or absent, helical piers carry the load through the soil instead.

Helical piers can go in before the load. New additions, decks, porches and foundations for a new garage can be built on helical piers from the start, because the pier does not depend on the building being there.

Helical piers resist pull as well as push. Their plates anchor in the soil, so they also hold against uplift, which matters for porch roofs, lightweight structures and retaining work.

Push piers are proof-loaded as they go in. Because each one is driven against the house, it is tested to a load beyond what it will carry in service. That is a genuine point in their favor on a heavy house.

On a heavy house over shallow bedrock, push piers are usually the cheaper and more direct answer. On almost everything lighter, or where good bearing is deep, helical is the default. The broader foundation pier guide covers stabilizing against lifting, which applies to both types.

How many piers, and how far apart

The count is the wall length that needs support divided by the spacing, plus any corners or point loads that need their own pier. Spacing is typically somewhere between four and eight feet on center, and it is set by two things.

The load along the wall. A one-story frame wall carries far less per foot than a two-story brick one, so its piers can sit farther apart.

The strength of the footing. The concrete footing has to span between piers like a beam. An old, thin or unreinforced footing cannot span far, so its piers move closer together, and the count goes up.

That is why two contractors can quote the same wall at five piers and nine. One may be right and one may be padding, or one may be ignoring a weak footing. An independent structural engineer at $400 to $1,500 settles it before anyone bids, and on a helical job the engineer also sets the target torque.

Small structures need surprisingly few. A covered front porch pulling away from the house is often held with two to four piers along its outer edge, plus the brackets that tie it back to the main foundation.

A worked example: a settling rear addition

A one-story frame addition on a shallow footing has dropped about an inch at its outer corner, opening a gap where it meets the original house. The engineer specifies seven helical piers at roughly six feet on center along the two outside walls, each to a target torque.

  • Helical piers: 7 piers × $2,000 to $4,000 each = $14,000 to $28,000
  • Engineer's report and specification: $400 to $1,500
  • Total: $14,400 to $29,500

Where it lands depends on depth. If firm soil is close, most piers hit torque on the first extension and the job sits near the low end. If the addition was built over fill, every pier may need several extensions. That is the line to agree in writing before work starts.

Push piers would not be a real alternative here. A one-story frame addition is too light to drive them to good bearing, so a lower per-pier price on that quote would not reflect a job that could be done the same way.

Reading a helical pier quote

  • How many piers, at what spacing, and is there a drawing?
  • What shaft diameter and how many helix plates per pier?
  • What target torque, and who set it?
  • What depth is included, and what is the price per extra foot or extension?
  • Will you provide an installation log with depth and torque for every pier?
  • Is it stabilization only, or a lift, and how much recovery is expected?
  • Who pulls the permit and who provides the final sign-off letter?

A quote with a pier count and no torque target is a quote where nobody has defined what done means. The foundation repair guide covers the wider warning signs on a repair contract.

Frequently asked questions

How much does a helical pier cost?

$2,000 to $4,000 each installed, typically about $3,000. Deep installations, interior piers through a slab and difficult access push it up. Most residential jobs need several, so the count matters more than the rate.

How deep do helical piers go?

As deep as it takes to reach the specified torque, which on most houses is somewhere between about 10 and 30 feet, and deeper in soft soil. The depth is not known until each one is installed. That is why a quote should state the depth included and the price beyond it.

Are helical piers better than push piers?

Neither is better in general. Helical piers suit light structures, new construction, deep or absent bedrock, and anything that needs uplift resistance. Push piers suit heavy houses over reachable bedrock and are proof-loaded against the structure as they go in.

How many helical piers does a house need?

It depends on the length of wall that has moved and the spacing the engineer sets, usually four to eight feet apart. A porch may need two to four. A settled corner of a house commonly takes several, and a whole side takes more.

Price this for your job

The same range applied to your measurements and your state, so the number you take into a quote is the one for the job you are having done.

What most quotes describe: mid-range materials, ordinary conditions.

Moves the labor part only. Materials cost much the same everywhere.

$2,000 to $4,000

Typically $3,000 · 1 each · standard · national

Built from this guide's national range of $2,000 to $4,000 each. An estimate for reading a quote, not a quote.

What this costs in your state

Priced from the mean hourly wage for construction laborers in each state against the national mean, BLS OEWS May 2025. Only the labor part of the figure moves: about 55% of this job is labor, so a state paying 20% above the national mean lands about 11% above the national price rather than 20%. Materials cost much the same everywhere.

Typical each cost by state, most expensive first
StateTypicalRangeWage index
Hawaii$3,618$2,412 to $4,8241.38×
Massachusetts$3,596$2,397 to $4,7941.36×
New Jersey$3,582$2,388 to $4,7761.35×
Illinois$3,494$2,329 to $4,6591.30×
California$3,407$2,271 to $4,5431.25×
Show the other 40 states and the District of Columbia
StateTypicalRangeWage index
Minnesota$3,402$2,268 to $4,5361.24×
New York$3,321$2,214 to $4,4281.20×
Rhode Island$3,309$2,206 to $4,4121.19×
Washington$3,294$2,196 to $4,3921.18×
Missouri$3,280$2,186 to $4,3731.17×
Alaska$3,230$2,153 to $4,3061.14×
Connecticut$3,229$2,153 to $4,3051.14×
Ohio$3,199$2,132 to $4,2651.12×
Wisconsin$3,188$2,125 to $4,2511.11×
Oregon$3,117$2,078 to $4,1561.07×
Pennsylvania$3,073$2,048 to $4,0971.04×
Indiana$3,064$2,043 to $4,0851.04×
Nevada$3,063$2,042 to $4,0841.04×
North Dakota$3,035$2,023 to $4,0471.02×
Michigan$3,034$2,023 to $4,0461.02×
District of Columbia$3,006$2,004 to $4,0081.00×
New Hampshire$2,990$1,993 to $3,9870.99×
Iowa$2,985$1,990 to $3,9810.99×
Montana$2,985$1,990 to $3,9810.99×
Vermont$2,967$1,978 to $3,9560.98×
Colorado$2,930$1,953 to $3,9070.96×
Idaho$2,892$1,928 to $3,8560.93×
Utah$2,885$1,923 to $3,8460.93×
Nebraska$2,883$1,922 to $3,8440.93×
Maryland$2,883$1,922 to $3,8430.93×
Delaware$2,873$1,915 to $3,8300.92×
Arizona$2,869$1,913 to $3,8250.92×
Maine$2,865$1,910 to $3,8210.92×
Tennessee$2,807$1,872 to $3,7430.88×
Kentucky$2,803$1,869 to $3,7380.88×
Kansas$2,795$1,863 to $3,7270.88×
West Virginia$2,794$1,863 to $3,7260.88×
South Carolina$2,792$1,861 to $3,7220.87×
Wyoming$2,790$1,860 to $3,7200.87×
North Carolina$2,785$1,857 to $3,7130.87×
Florida$2,763$1,842 to $3,6830.86×
South Dakota$2,755$1,836 to $3,6730.85×
Virginia$2,735$1,823 to $3,6470.84×
Oklahoma$2,723$1,815 to $3,6310.83×
Texas$2,710$1,807 to $3,6140.82×
Louisiana$2,689$1,793 to $3,5860.81×

Least expensive

StateTypicalRangeWage index
Georgia$2,666$1,778 to $3,5550.80×
New Mexico$2,664$1,776 to $3,5520.80×
Mississippi$2,628$1,752 to $3,5040.78×
Arkansas$2,594$1,730 to $3,4590.75×
Alabama$2,552$1,701 to $3,4030.73×

All 50 states and the District of Columbia. BLS suppresses an estimate where the sample is too small to publish, and those are left out rather than filled in with the national figure.

Producer price index for fabricated structural metal

This is a materials cost trend, not a project price. It is what producers charge for the material, indexed to a base year — useful for seeing which way the material behind this job has moved, and not a figure to multiply anything by.

203289375202120222023202420252026
WPU1073 is 6.8% higher than twelve months ago, which moves the materials part of this job and not the labor. Source: BLS series WPU1073.

Sources and methodology

Labor
Construction laborers (SOC 47-2061) — BLS OEWS, May 2025
Materials
Fabricated structural metal (BLS PPI WPU1073, August 2026)
Split
About 55% of this figure is labor and 45% materials, which is what decides whether it moves with wages or with the commodity index. How we calculate costs.