
Send us your drawings and get back a concrete takeoff you can bid from — volumes, formwork contact area, reinforcing steel by bar size, and the accessories that get forgotten. Cast-in-place structure, foundations, slabs and flatwork, in all 50 states.
Most concrete bids are lost in the forming, not the pour. We price both.
Concrete estimating services measure the concrete work on a set of drawings and convert it into priced quantities. That means cubic yards of concrete by mix and element, square feet of contact area for formwork, pounds or tons of reinforcing steel by bar size, linear feet of joints and edge forms, and counts of embeds and accessories — organized so a contractor can apply their own labor rates, supplier pricing and markup and submit a bid.
A concrete estimate is not one number. It is a structured quantity set that follows how the work is actually bought and performed: ready-mix by the yard from a supplier, forming by contact area with a crew and a form system, rebar by weight from a fabricator, and finishing by area with a different crew again. Lump those together and you lose the ability to check any part of it.
This page covers concrete on its own. For the trades around it, see our structural trades estimating hub.
On a cast-in-place concrete structure, forming typically costs more than the concrete it holds. Published guidance from the American Concrete Institute and the Construction Industry Institute puts formwork at 35 to 60 percent of the total cost of a concrete structure — and within a forming operation, labor and crane time account for roughly three quarters of the cost, with the form material itself making up the remainder.
That has a practical consequence. Two elements with identical concrete volume can differ substantially in cost because one has far more surface to form. A thick mat foundation is mostly volume with little perimeter. A thin wall with the same yardage has an enormous amount of surface on both faces. Pricing either one by the cubic yard gets the wrong answer.
Square feet of contact area divided by cubic yards. A mat foundation might run under 10; a thin wall or column can run well above 50. The higher the ratio, the more the element costs to build relative to the concrete in it.
American Concrete Institute and Construction Industry Institute guidance on formwork economy. Within the forming operation itself, labor and crane account for roughly 73% of cost.

We report form ratio alongside the quantities, element by element. It takes seconds to read and it tells you immediately which parts of the structure are expensive before you have priced anything. It also tells you where a design conversation is worth having — a form-heavy element is often the cheapest thing to change.
Reuse matters just as much. A wall form stripped and set four times costs very differently from one used once, so we record what the forming system is and how many reuse cycles the sequence allows, rather than assuming.
| Component | What gets measured | Unit |
|---|---|---|
| Concrete volume | Each element at its actual thickness or section, by mix design | CY |
| Formwork | Surface of concrete in contact with forms, by form type and face | SFCA |
| Reinforcing steel | Bar quantities by size from schedules and details, including laps | LB / TON |
| Welded wire reinforcement | Area plus overlap allowance, by style | SF |
| Finishing | Exposed surface area by specified finish | SF |
| Joints | Control, construction and expansion joints, by type | LF |
| Vapor barrier and sub-base | Area under slabs; granular fill by volume | SF / CY |
| Embeds and accessories | Anchor bolts, dowels, waterstop, chairs, inserts, sleeves | EA / LF |
| Curing and protection | Compound, blankets, cold or hot weather measures | SF |
| Placement method | Direct chute, pump, crane and bucket, conveyor | CY / hour / day |
If the drawings do not support one of these lines, we say so rather than carrying a number we cannot defend.
Measured quantities for every concrete element, broken out by element, level and mix. Volumes computed at actual section — not nominal thickness — with openings and blockouts resolved. Part of our wider general estimation services.
The same quantities organized as a purchasing document: ready-mix by mix design, reinforcing by bar size and shape, mesh by style, accessories by count. Ready to send to suppliers. See also takeoffs for suppliers and manufacturers.
Cast-in-place structure above the foundation — columns, walls, beams, suspended slabs, shear walls and cores. Form ratio reported per element, because this is where it varies most. Priced alongside structural steel estimating and masonry estimating on most frames.
Reinforcement by bar size, converted to weight using standard unit weights — a #4 bar weighs 0.668 lb/ft, a #5 weighs 1.043. Quantities come from the schedules and details, not from plan graphics, and lap splices are included.
Contact area by element and face, with form type identified — gang forms, modular panels, job-built plywood, column forms, one-sided forms. Edge forms, bulkheads, keyways and chamfers measured separately, because they carry labor out of proportion to their area.
Spread and continuous footings, grade beams, pile caps, mat foundations, pier footings, foundation walls and thickened edges. Volumes taken from the schedule rather than the plan. Follows on from site preparation estimating and sitework and demolition estimating.
Slab on grade, slab on deck and suspended slabs. Slab area, sub-base, vapor barrier, mesh or bar, control joint layout, finish and curing. On metal deck, volume depends on deck profile and flute fill — which changes the yardage materially from a flat-plate calculation.
Sidewalks, curb and gutter, driveways, aprons, pads, stairs, ramps and concrete pavement. Measured by area and linear foot with edge forms counted, because on flatwork the forming and finishing labor typically outweighs the concrete.
Both. Commercial construction estimating means structure, scheduled reinforcement and tolerance requirements; residential construction estimating means foundations, stem walls, slabs and exterior flatwork. Same measurement logic, different document depth. Concrete removal is covered under demolition estimating.
Mixing units is one of the most common sources of error we see in contractor-prepared takeoffs — usually formwork carried in square feet of elevation rather than contact area, which undercounts anything formed on two faces by half.

Footing, column, beam and wall sizes live on schedules; plans show location. Taking dimensions off plan graphics is where most volume errors begin.
Length × width × thickness for prismatic elements; area × thickness for slabs, with deck profile accounted for on composite slabs.
Openings and blockouts deducted when they are large enough to matter. Small penetrations are not, because the forming labor they add exceeds the concrete they save.
Every formed face, with form type noted and reuse cycles identified from the pour sequence.
Bar size, spacing, length, shape and count, converted to weight, with laps added.
Mesh overlap, vapor barrier, joints, embeds, curing, finishing.
Separately and visibly, so you can change them.
Form ratio by element, concrete per square foot of floor area, and reinforcement weight per cubic yard — three checks that catch most mistakes before they leave the office.
The number you measure and the number you order are different, and the difference is not noise.
A slab follows the subgrade, not the drawing. On rough or hand-dug footings the overage runs higher still.
Typically 5–10% on formed slabs and structure, 10–15% on rough or hand-dug work. Allowances, not laws.
Roughly 2–3% of what leaves the plant never reaches the form — residue, chute spillage, washout.
Most suppliers charge a premium below about 10 CY. This is why under-ordering is the expensive mistake.
On a 5,000 square foot slab, a subgrade averaging half an inch low adds 7.72 cubic yards of concrete — about 3% on a 6-inch slab, delivered in a truck nobody budgeted for.

Running short means a second delivery, a short-load charge, a cold joint and a crew standing still. A slightly over-ordered truck wastes a fraction of a yard. We show calculated volume and recommended order volume as separate lines, with the allowance that separates them stated. You may disagree with the allowance — but you can only disagree with it if you can see it.
Subgrade tolerance is an earthwork outcome, which is why earthwork estimating and concrete belong in the same conversation.

| Document | Needed |
|---|---|
| Structural drawings (S-series) | Required |
| Foundation and slab plans | Required |
| Footing, column, beam, wall schedules | Required |
| Reinforcement details and splice schedule | Strongly preferred |
| General notes and specifications | Strongly preferred |
| Architectural drawings | Helpful |
| Civil and grading plans | Helpful |
| Geotechnical report | Helpful |
| Addenda and bulletins | Send all |
PDF drawing sets are fine, and are what we receive most often. If you have CAD or a model, send it — it speeds the work and reduces interpretation. If part of the set is missing we will tell you what the gap means for the estimate rather than filling it in silently.
We do not publish a national cost per cubic yard, because there is no figure that would be honest. The same yard of concrete in the same structure prices differently by region, supplier, crew, season, forming system and reinforcement density — and the forming, which is the larger cost, is not captured by a per-yard rate at all. What we provide is the quantity set and the cost structure; the rates that go with them are yours and your suppliers'.
The most predictable part: ready-mix by the yard, reinforcement by weight, mesh by area, form material by contact area and reuse count, plus accessories, vapor barrier, curing compound and joint materials. These come off the quantities directly and can be sent to suppliers for firm pricing.
Where the estimate is won or lost, and organized by operation rather than element: forming and stripping, rebar placing and tying, placing and consolidating, finishing, jointing, curing and patching. Each has its own crew, its own production rate, and scales with a different quantity — forming with contact area, placing with volume, finishing with surface area.
Pumps, cranes and buckets, conveyors, power screeds, trowels, vibrators, heaters and blankets. Most prices as mobilization plus a time or volume rate, so pour count and pour size matter as much as total volume. Four small pours cost considerably more in equipment than one large pour of the same yardage.
We quantify all three and identify the production-rate assumptions. We do not apply your labor rates or your equipment costs — those are yours, and substituting a published average for them would make the estimate less accurate, not more.
A concrete takeoff is the measurement: how much concrete, formwork, reinforcement and finishing the drawings contain. A concrete estimate adds cost — labor hours, production rates, material pricing, equipment, and the allowances that convert measured quantities into a bid number. The takeoff is the input; the estimate is the output.
| Takeoff | Estimate | |
|---|---|---|
| Answers | How much is there? | What will it cost to build? |
| Output | Quantities by element and unit | Priced quantities, by operation |
| Depends on | The drawings | Drawings plus rates, market and method |
| Transfers between contractors | Yes — quantities are quantities | No — rates are company-specific |
| Changes with the market | No | Yes |
Many contractors need the takeoff and nothing more, because their rates are better than any published rate. Others want the full priced estimate. We provide either, and the takeoff is what we always provide. For the wider picture, see construction cost estimating services.
They are separate exercises on the same drawings, and conflating them is a common source of missed quantities. A concrete takeoff measures volume and the forming that contains it. A rebar takeoff measures reinforcement: bar size, length, shape, count and weight, from the reinforcing schedules and details — plus laps, hooks, bends, bar supports and chairs.
Three things get missed when rebar is treated as part of the concrete takeoff: laps, because they are not drawn; bars that appear only in a detail and never on a plan; and accessories, which the fabricator counts but the estimator often does not. Under ACI 318, a Class B tension lap splice is commonly 40 bar diameters with a 12-inch minimum — on a long wall or slab that adds real tonnage.
| Who | Why |
|---|---|
| Concrete subcontractors | Bid their own scope with forming and rebar priced properly, without a full-time estimator |
| General contractors | Carry concrete inside a larger bid, or check a sub's number before relying on it |
| Rebar fabricators and placers | Reinforcement quantified by bar size and weight for fabrication and pricing |
| Builders and developers | Budget foundations and structure before design is complete |
| Preconstruction teams | Overflow capacity when several bids are due in the same week |
| Owners and project managers | An independent quantity check against a bid they have received |
Upload the structural set, schedules, specifications and any addenda. PDF is fine.
We review the documents and send a fixed-fee quote, typically within about two hours. No fee is charged until you approve it.
Concrete only, concrete and rebar, takeoff only, or a full priced estimate — agreed in writing, and we work to your bid date.
Elements measured from schedules and details, volumes at actual section, contact area by face.
Bar quantities by size converted to weight, laps included, assumptions recorded.
Where a priced estimate is requested, quantities are organized by operation with production-rate assumptions stated. Structured to CSI MasterFormat.
Ratio checks — form ratio, concrete per square foot, pounds of steel per cubic yard — and a second estimator reviews before anything is sent.
24 to 72 hours depending on project size and scope. Excel files, marked-up plans and a PDF summary, and we answer questions on the numbers after delivery.

The marked-up plans matter more than they sound. A quantity you cannot trace back to a drawing is a quantity you cannot defend when the owner asks.
We work in Bluebeam Revu, PlanSwift, STACK and Trimble, and reference RSMeans cost data where published rates are appropriate as a benchmark rather than a substitute for your own pricing.
A note on automated takeoff, since it is now heavily marketed: software measures well and decides nothing. It can trace a slab boundary faster than a person. It cannot tell you that the footing schedule governs over the plan dimension, that a lap splice is not drawn, that a blockout appears on the architectural set only, or that the pour sequence limits form reuse to two cycles. Those are the judgments that move the number.
A fixed fee per project, quoted after we review your drawings — typically within about two hours.
Starting fixed fee for residential work — foundations, stem walls, slabs and exterior flatwork.
Typical range for a single-trade commercial takeoff on a mid-size project.
Full multi-trade commercial construction cost estimates.
No fee is charged until you approve the quote. The fee depends on the size of the drawing set, the complexity of the structure, the scope you need and the deadline. We quote per project rather than per hour so you know the cost before committing, and the quote does not change unless the scope does.
Nobody can answer that from a webpage. Concrete cost is driven by the factors above — forming complexity and reuse, element shape, reinforcement density, mix design, placement method, finish and tolerance, weather, pour sequence and your local market — and no national average captures any of them.
What a proper estimate gives you is your number: the actual quantities on your drawings, organized so your rates and your suppliers' prices produce a figure you can defend.
A bid has a date, and the estimate has to arrive before it with enough time left to price and review. We work to the bid date, not to our own schedule.
A bid below the cost of the work wins the job and loses the money. The way to be competitive is to know your quantities precisely enough that you do not have to carry protective contingency where it is not needed.
Accurate quantities let you bid tight. They do not let you bid low and survive it.
Edge Estimates has worked in construction estimating since 2016, with offices in Los Angeles and Dallas, and we take on concrete estimating work in all 50 states.
Pricing and availability are local. Plant distance drives both delivery cost and the practical limit on pour size.
Cold weather protection in a northern winter and hot weather measures in a southern summer are real line items.
Local code and inspection practice affect sequencing and hold points.
We address these from the documents and the specification rather than with a regional multiplier, and where a local factor matters to your quantities we say so.
Concrete volume by element and mix in cubic yards, formwork contact area in square feet, reinforcing steel by bar size converted to weight, welded wire reinforcement by area, finishing by surface area, joints by linear foot, and counts of embeds and accessories. Sub-base and vapor barrier are included under slabs.
Yes. Reinforcement is quantified by bar size from the reinforcing schedules and details, converted to weight, with lap splices included. Rebar is taken separately from the concrete because it uses different documents, different units and a different supplier.
Yes, by square feet of contact area rather than by elevation area, with form type identified and reuse cycles reflected where the pour sequence shows them. Formwork typically accounts for 35 to 60 percent of the cost of a concrete structure, so measuring it properly matters more than measuring the concrete.
SFCA stands for square feet of contact area — the area of concrete surface that touches formwork. It is the standard unit for measuring formwork, because forming cost follows surface area, not volume. A wall formed on both faces has twice the SFCA of its elevation area.
There is no single good number — it depends on the element. Form ratio is SFCA divided by cubic yards, and it varies from under 10 on a mat foundation to well over 50 on a thin wall or column. Its value is comparative: it identifies which elements in your structure are form-heavy and therefore expensive before you price them.
Element dimensions come from the schedules, not from plan graphics. Volume is computed at the actual section, with openings and blockouts resolved. Contact area is measured per formed face. Reinforcement comes from schedules and details with laps added. Waste and ordering allowances are applied separately and shown as their own lines.
Because four things sit between the two: subgrade tolerance, waste, drum residue and spillage, and the economics of short loads. On a 5,000 square foot slab, a subgrade averaging half an inch low adds 7.72 cubic yards on its own. We report calculated volume and recommended order volume as separate lines with the allowance stated, so you can adjust it.
Typical allowances run 5 to 10 percent on formed slabs and structure, and 10 to 15 percent on rough or hand-dug work, with another 2 to 3 percent for drum residue and spillage. These are starting points, not rules. Your own history on similar work is better data, which is why the allowance is a visible line in our estimates rather than buried in the quantity.
Yes. Laps are not drawn on plans but they add real tonnage — under ACI 318, a Class B tension lap splice is commonly 40 bar diameters with a 12-inch minimum. Where the drawings include a splice schedule we follow it. Where they do not, we state the assumption we used.
The structural drawings, foundation and slab plans, and the footing, column, beam and wall schedules are required. Reinforcement details, the splice schedule and the specifications are strongly preferred. Architectural, civil and geotechnical documents help. Send all addenda. PDF sets are fine.
Yes — PDF is what we receive most often. CAD files or a model speed the work and reduce interpretation if you have them, but they are not required.
Delivery runs 24 to 72 hours depending on the size of the drawing set and the scope requested. We work to your bid date. The fixed-fee quote itself typically comes back within about two hours of receiving the documents.
It is a fixed fee per project, quoted after we review your drawings. Residential work starts at $250. A single-trade commercial takeoff on a mid-size project typically runs $300 to $800, and a full multi-trade commercial estimate runs $800 to $2,500. No fee is charged until you approve the quote.
A takeoff is the measurement — how much concrete, formwork and reinforcement the drawings contain. An estimate adds cost: labor hours, production rates, material pricing and equipment. Quantities transfer between contractors; rates do not. Many contractors want only the takeoff because their own rates are better than any published rate.
Both are available. The takeoff gives quantities organized by operation — forming, placing, rebar, finishing — and where a priced estimate is requested we include production-rate assumptions and state them explicitly. We do not apply your labor rates, because substituting a published average for your actual rates makes the estimate less accurate.
Excel for the quantity takeoff with formulas visible, marked-up plans showing what was measured, and a PDF summary suitable for attaching to a bid. Deliverables follow CSI MasterFormat structure.
All 50. Edge Estimates has offices in Los Angeles and Dallas and has been estimating construction work since 2016. Drawings arrive as files and estimates leave as files, so project location does not change how the work is handled — though it does affect ready-mix pricing, weather protection and inspection practice, and we address those from the documents rather than with a regional multiplier.
Upload your structural set, foundation and slab plans, schedules, specifications and any addenda. We will review the documents and send a fixed-fee quote, usually within about two hours. Nothing is charged until you approve it, and delivery runs 24 to 72 hours depending on the size and scope of the project.
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