The ledger — Cost guide + Cut Planner
What concrete cutting costs around Littleton — printed, with the arithmetic showing
These are planning ranges for the Greater Boston / Middlesex County market, checked October 2026, stated with their assumptions. They are not quotes and not a contractor's price list. Their job is narrower and more useful: to let you plan, compare a quote's shape, and spot the line item a too-cheap quote has quietly left out. The Cut Planner below computes from exactly these printed numbers — change an input and the arithmetic it prints is the arithmetic you can re-check by hand.
The printed rate ledger
| Work | Unit | Planning range | Assumptions printed with the rate |
|---|---|---|---|
| Core drilling — 2 in. diameter | per hole | $140 – $210 | Floor work, first 8 in. of depth included |
| Core drilling — 4 in. diameter | per hole | $185 – $280 | Floor work, first 8 in. of depth included |
| Core drilling — 6 in. diameter | per hole | $240 – $360 | Floor work, first 8 in. of depth included |
| Core drilling — 8 in. diameter | per hole | $320 – $480 | Floor work, first 8 in. of depth included |
| Core drilling — 12 in. diameter | per hole | $480 – $720 | Floor work, first 8 in. of depth included |
| Core drilling — depth beyond 8 in. | per added inch, per hole | $18 – $27 | Applies to each inch over 8, each hole |
| Slab sawing — slab to 6 in. thick | per linear ft | $14 – $22 | Cured concrete, exterior or open floor |
| Slab sawing — slab 7–9 in. thick | per linear ft | $20 – $31 | Cured concrete |
| Slab sawing — slab 10–12 in. thick | per linear ft | $28 – $42 | Cured concrete; thicker work quoted per job |
| Wall sawing — wall to 8 in. thick | per linear ft | $38 – $58 | Track-mounted; price follows opening perimeter |
| Wall sawing — wall 9–12 in. thick | per linear ft | $52 – $78 | Track-mounted; thicker walls quoted per job |
| Reinforcement adjustment — welded mesh | multiplier | x 1.10 | Applied to the cutting subtotal |
| Reinforcement adjustment — rebar | multiplier | x 1.25 | Applied to the cutting subtotal; post-tension is never multiplied — it stops the job for scanning |
| Restricted access adjustment | multiplier | x 1.20 | Stairs/lift access, long hose runs, hand-carried equipment |
| Interior slurry control — coring | flat per visit | $75 – $120 | Containment, wet vacuum, finish protection |
| Interior slurry control — sawing | flat per visit | $120 – $200 | Containment, wet vacuum, finish protection |
| Mobilization minimum | per visit | $450 – $650 | Floor under every job: truck, operator, first setup. Small jobs bill at the minimum |
Not in the ledger, deliberately: wire sawing, chain sawing beyond corner finishing, scanning visits, removal and disposal, patching, and engineering. Each is real scope with its own pricing logic, explained on its own page — a single blended “per foot” for them would be a fiction.
The Cut Planner
Pick the work, enter the measurements you have, and read the itemized range. Incomplete measurements produce a wider, honest answer — or, for post-tension, no answer at all, on purpose.
Planning range
With JavaScript off, the planner cannot compute — so plan from the printed ledger above: multiply your quantity by the rate band, apply the adjustments in order (reinforcement, then access, then the interior flat charge), and hold the total at or above the $450–$650 mobilization minimum. Every rate the planner uses is in that table; nothing else is used.
Worked example, by hand
Two 4-inch cores through an 8-inch rebar floor, interior. Ledger: 4 in. hole = $185–$280; depth 8 in. adds nothing (first 8 in. included). Two holes: $370–$560. Rebar x1.25: $462.50–$700. Interior coring slurry control: +$75–$120 → $537.50–$820. Mobilization minimum already exceeded at the top and the floor of $450 does not bind at the bottom after adjustments ($537.50 > $450). Planning range: about $540–$820. Run the same entries in the planner — it prints the same lines in the same order.
The factors that move a real quote
- Thickness found vs thickness stated — a “6-inch slab” that is 9 inches at the cut reprices the per-foot band. Operators verify with a test core or edge.
- Rebar size and congestion — mesh is a nuisance; #5 bars at 6 inches on center in two mats is a different day.
- Greater Boston labor and mobilization — travel on Rt 2 / 495, parking, and site rules in occupied facilities are real time, priced as such.
- Water, power, and disposal — sites that cannot supply water or power add a generator/water setup; slurry disposal requirements vary by facility.
- Batching — the mobilization minimum is per visit. Every hole and cut list combined into one visit shares one minimum; three small visits pay it three times.
Turn a planning range into a real quote — request a connection