Wall Height & Length
The geometry is most of the price — taller, longer walls hold more soil and water and take more material and labor.
Almost nobody in marine construction publishes numbers. Here are the factors that explain why two neighbors can get quotes 40% apart.
Ranges pre-qualify the conversation in both directions — and an estimate from us itemizes every factor below, so you can see exactly where your wall sits in the range and why. Every estimate we issue is line-item, not lump-sum.
The geometry is most of the price — taller, longer walls hold more soil and water and take more material and labor.
How deep the engineer requires the sheets to be driven depends on your soil, and embedment depth moves the number.
Land equipment versus barge work. Sites that can only be reached from the water cost more to mobilize.
Removing the existing wall — or skipping it by building in front where allowed — changes the scope and the price.
Cap design and current NAVD88 elevation requirements affect both materials and finish work.
Included in our line-item estimates, never a surprise add — stamped drawings and agency review are part of the number.
The system you build is a major driver of cost. Compare vinyl seawalls (our residential default), concrete seawalls for high-demand shorelines, and Truline hybrid walls. Repair scopes — cap rebuild, void fill, tie-back work — are usually a fraction of replacement; see seawall repair or the full seawall construction overview.
Vinyl is the residential default in many South Florida conditions because it does not corrode like steel-reinforced concrete and resists marine borer damage. It makes sense when a long service life and low maintenance matter, especially where the wall can be designed around the site's soil, elevation, and access. Its installed cost is often lower than a hybrid or full concrete system, but the cost still moves with profile, height, embedment, tie-backs, cap, and mobilization. Compare the material with our vinyl seawall guide.
Concrete brings substantial mass and can suit high-exposure or commercial shorelines when the design calls for it. Saltwater changes the detailing: chloride intrusion, rebar protection, crack control, cap design, and drainage all matter. It is often a higher-scope system than vinyl, with service life driven by mix, cover, reinforcement, exposure, and maintenance. Concrete is not automatically the expensive or inexpensive option; the actual number depends on the engineering, access, demolition, and finish requirements. See how those conditions affect concrete seawall construction.
Truline uses a vinyl form outside and a reinforced concrete core inside. It sits between vinyl sheet pile and conventional concrete when an owner wants concrete strength behind a corrosion barrier, or when building in front of an existing wall may avoid extensive demolition where permitted. Its cost and expected service life likewise sit between the materials as a system choice, not a guaranteed shortcut. Review the property, curves, access, and tie-back layout before treating it as a simple material swap. Read the full Truline explanation.
A sound repair can address a cap, void, tie-back, isolated panel, or localized structural problem without replacing the entire wall. Replacement becomes more sensible when deterioration is widespread, the wall no longer meets current elevation needs, or the repair scope approaches the value of a new system. An inspection is how we separate a manageable repair from a replacement decision. Repair usually has the lower initial scope and can extend the life of a sound wall, but it is not a substitute for replacement when the underlying system is failing. Start with seawall repair.
Start with the failure pattern, not the material you happen to see from the yard. Cracks in a cap, a localized void behind the wall, or a single failed tie-back may be repairable while the wall panels remain structurally sound. A wall that is leaning, losing soil along a long run, showing widespread section loss, or carrying a cap that no longer works with current elevation requirements deserves a replacement discussion. Access and permitting can also change the practical answer: building in front of an existing wall may be possible in some conditions, while other sites require removal and a deeper rebuild.
We compare the repair scope with the replacement scope so the decision is visible. That means documenting the existing face, cap, tie-backs, waterline, backfill, and adjacent dock or lift before recommending a path. A line-item estimate can then show which work is essential now, which work protects the rest of the waterfront, and which improvements are optional. If the wall supports a dock or boat lift, include those loads in the decision rather than treating the seawall as a separate backdrop.
A useful estimate names the work in the order it happens. Mobilization covers the equipment, barge or land access, and setup needed to reach the waterline. Demolition explains what is removed and how the site is protected while it happens. Sheet pile or concrete describes the primary wall system, while the cap, tie-backs, and embedment detail explain how the wall resists soil and water pressure. Backfill and grade restoration account for what happens behind the wall after installation.
Engineering and permitting should be visible too. Current NAVD88 elevation requirements, municipal or county review, and environmental approvals can affect both design and schedule. When you compare the published new-construction range of $500–$1,200 per linear foot installed, remember that it is a starting range, not a substitute for these site-specific items. The new seawall process and an on-site assessment turn that range into a scope you can evaluate.