A segmental retaining wall estimate is block count + base course + cap units + drainage aggregate + a leveling-pad trench — and, on taller walls, geogrid. But before any of that: a wall taller than about 3–4 feet, or any wall with a load above it, is an engineering job, not a stacking job.
Read this first: the height rule
Walls taller than roughly 3–4 feet — measured from the bottom of the buried base to the top — or any wall with a slope, driveway, or other surcharge above it, need a design engineer and geogrid soil reinforcement, and many jurisdictions require a permit above 4 feet. This isn't a place to estimate from a rule of thumb. Design guidance comes from the CMHA (formerly NCMA) segmental retaining wall standards; when a wall crosses that line, price the engineering in and build it to the design.
What the estimate is made of
- Block count. Wall face area (length × exposed height) ÷ the block's face area, plus a buried base course below grade and the cap units along the top.
- Leveling pad / base trench. A compacted crushed-stone pad the full length of the wall.
- Drainage. Clean crushed stone behind the wall and a perforated drain pipe at the base — the step that keeps hydrostatic pressure from pushing the wall over.
- Geogrid on reinforced (taller) walls, per the engineer's layout.
- Caps + adhesive, excavation, and backfill.
What actually drives the cost
Two walls with the same block count can price very differently: height (and whether it triggers geogrid and engineering), access and excavation, drainage, and the block system all move the number. That's why a per-square-foot rule of thumb misleads here even more than on a patio — you have to price from your cost stack: materials, burdened labor, overhead, and margin.
Estimate the money side now
The free hardscape bid calculator does the burdened labor and true-cost math today; the wall pack in the full product will add block counts, geogrid thresholds, and the "engineer required" flag for walls over height.