Most residential walls around here are segmental block, which suits terracing and garden walls and goes up faster. Poured concrete is the stronger option for taller or structural walls. Either way, a retaining wall is holding back saturated soil after a Piedmont thunderstorm and that load is enormous. Walls fail because the drainage behind them was skipped, not because the material was weak. Weep holes and a gravel drainage layer are not upgrades, they are the reason it stays standing.
| What changes | Effect on your price |
|---|---|
| Height of the wall | Height matters more than length. Doubling the exposed height more than doubles the cost per foot, because the footing widens, the steel schedule gets heavier, and the drainage behind it gets more involved. |
| Linear feet | Walls are priced by the linear foot, so measure the run. But a short tall wall costs more than a long low one. |
| Engineering above 4 feet | In North Carolina a wall over about 4 feet of exposed face generally needs an engineer's design. That is where the pricing steps up, and it is not optional. |
| Drainage behind the wall | Stone backfill, filter fabric and weep holes or a drain line. Water pressure is what pushes walls over, so this is the part never to cut. |
| Excavation and what comes out | Rock, existing footings or a slope too steep for a machine all add cost before any concrete is ordered. |
| Footing depth | The footing goes below frost and has to bear on undisturbed soil, so soft ground means digging deeper. |
| Finish on the exposed face | Form-finish concrete is the baseline. Board form, stamped or stone-veneered faces cost more. |
| Concrete truck access | Tight lots, long wheelbarrow runs and pump trucks all add labour to the exact same square footage. |