Free Concrete Invoice & Estimate Template (Word, Excel, PDF)

One per stage. Footings bill once the rebar check has passed and the pour is in, because the wall goes up on top of them and the trench closes behind it. The wall bills after stripping, and the garage slab and drive apron bill once the framers are gone. Waiting for the drive to go in next spring leaves the footing money sitting through the whole build. Attach the delivery tickets for each stage's yardage, since that is what a builder's office reconciles your square feet against. Commercial work often holds retainage, so show it as its own subtracted line and name what releases it — the flatness survey on a warehouse floor, backfill and inspection on a wall — rather than as an unexplained shortfall.

By the panel on a sidewalk, since a panel is the unit a customer can stand on and count. Under a driveway or a garage floor the void decides the day, so bill the settlement probe and void survey first, then the lifting, then hole patching and cleanup, separate work from the lift. Say which material went under: slurry mudjacking and polyurethane foam do not weigh, travel or cure the same, and the customer will look up both words. Write what lifting does not do — a panel brought back to grade is level again, not uncracked — and put the re-check visit on the paper as a scheduled line, because ground that moved once can move again.

Yes, with the footage under each method. Cracking sells by the linear foot, and a rout and seal, backer rod under a self-leveling sealant, epoxy injection and staples across a moving break are four different jobs at four different numbers. Bill the assessment separately — the visit, the footage walked, the widths found — because until a crack is routed open nobody knows which of the four it takes, and a figure written from standing height is a guess. Where measured footage differs from the quote, show both numbers side by side. On a foundation wall, say whether you sealed a crack or stopped water through it: epoxy bonds a dry crack, polyurethane goes into one that is still leaking.

By the hole and by the foot, with the scan as its own line. Cores bill each by diameter and depth — a 4 in. core through a 6 in. slab and a 12 in. core through a foundation wall are not one price — and sawing bills per linear foot with the depth stated, since a full-depth cut and a control-joint pass are different blades. Name the reinforcement you expected; a bar mat eats segments, and a post-tension cable stops the job until a GPR scan is run and recorded. Wet and dry are different lines. Wet cutting makes slurry to vacuum and haul off, and the federal OSHA silica rule specifies water for saws and core rigs, so going dry moves the job onto its alternative path: an exposure assessment and dust controls that hold exposure under the limit — on top of the written exposure control plan the rule requires on either path.