A steel tie rod that holds opposing concrete wall forms apart at the right spacing — the ends snap off after the form is removed.
A wall form tie system consisting of a flat, notched steel rod that spans between opposing form panels, holding them at the specified wall thickness. After concrete reaches strength and forms are stripped, the protruding ends of the snap ties are broken off (snapped) at the notch point near the wall face. The remaining tie stub holes are patched or left exposed based on appearance requirements.
Snap ties are a small per-unit cost but a high-volume consumable on cast-in-place concrete wall work, so they meaningfully affect the formwork line item across thousands of ties. More importantly, the finish requirement at the tie holes drives labor: architectural walls demanding patched and sacked holes cost far more than utility walls where stubs are left exposed, and estimators who miss that distinction underbid the finishing scope.
Pricing 8,000 square feet of architectural foundation wall, the estimator counts snap ties at the spec spacing, then adds patching and sacking labor for every tie hole because the walls are exposed in the finished space.
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