
Send us your structural drawings and get back a steel takeoff you can fabricate, erect and bid from — members by shape and length, connection material counted rather than assumed, piece counts for the crane, and the miscellaneous metals that fall between packages. Fabricators, erectors and general contractors, in all 50 states.
Any estimator can weigh a shape schedule. The money is in the connections.
Structural steel estimating services measure the steel on a set of drawings and turn it into quantities a fabricator, erector or contractor can price. That means main members by shape, size and length converted to weight, connection material by type and count, bolts and welds, deck and joists where they are in scope, miscellaneous metals, and piece counts for erection. The output is organized so you can apply your own mill pricing, shop rates and crew rates and submit a bid.
A steel estimate separates into three cost structures that behave differently: material, which follows weight and mill pricing; fabrication, which follows connection complexity and piece handling; and erection, which follows piece count, crane access and sequence. Collapse those into a single rate per ton and the number stops being checkable.
Steel is one of five trades in the structural package. For the others, see our structural trades estimating hub.
A shape schedule gives you main member weight quickly. A W18x50 is a wide-flange shape with a nominal depth of 18 inches that weighs 50 pounds per foot, so a 30-foot beam is 1,500 pounds. Run that across the schedule and you have tonnage by the end of the afternoon.
Fabrication cost does not follow that number. It follows the connections — shear tabs, gussets, stiffeners, backing bars, bolts and welds — and those are scattered across detail sheets rather than listed in one schedule. Trade publications covering shop management make the point directly: two jobs of identical tonnage can produce very different shop hours on connections alone. A bolted shear tab and a full-penetration moment connection weigh almost the same and cost nothing like the same to make.
Bolted, repetitive, quick to lay out and fit.
Stiffeners, backing bars and full-penetration welds. Several times the shop time for almost identical tonnage.
This is the part that surprises people. Analysis of historical steel productivity data shows that the lighter the structure, the more connection work it carries per ton. Connection count follows the number of members, not their weight. Halve the member sizes and you still have the same number of joints to detail, cut, fit, bolt and weld — spread across half the tonnage.
The practical consequence: a long-span lightweight frame can carry more shop hours per ton than a heavy one, and an estimate built from a flat hours-per-ton rate will be wrong in both directions on the same project. We count and classify connections from the details rather than applying a rate to the tonnage.
| Component | What gets measured | Unit |
|---|---|---|
| Main members | Beams, columns, girders by shape, size and length, converted to weight | LB / TON |
| Bracing | Vertical and horizontal bracing, by shape and work point length | LB / EA |
| Connection material | Shear tabs, gussets, clip angles, stiffeners, splice plates, by type and count | EA / LB |
| Bolts | By diameter, grade and length, counted per connection type | EA |
| Welds | Classified by type and size from the details, as a labor driver | IN / LF |
| Base plates and anchor bolts | Plate size and thickness; anchor bolt diameter, length and count | EA / LB |
| Steel joists | Open-web joists and joist girders by mark from the schedule | EA |
| Metal deck | By profile, gauge and finish, where in scope | SF |
| Shear studs | By diameter and length, counted from the composite beam schedule | EA |
| Miscellaneous metals | Stairs, handrail, ladders, lintels, embeds, support steel | EA / LF / LB |
| Erection quantities | Piece count by type, weight and reach | EA / picks |
| Surface treatment | Shop primer, galvanizing or specified coating, by area | SF |
If the drawings do not support one of these lines, we say so rather than carrying a number we cannot defend.
Every member on the structural drawings, identified by mark, shape, size and length, grouped by level, frame line and member type. Weights come from published shape tables rather than being scaled off the drawing.
The same quantities organized for purchasing: members by shape and length for mill or service-centre ordering, plate by thickness and grade, bolts by diameter and grade, deck by profile and gauge. Suitable for sending out for pricing.
Connection material and shop work quantified from the details — plates, angles, stiffeners, copes, holes, bolts and welds, classified by type so shop hours can be applied per connection rather than per ton. We quantify what the shop has to make; we do not design connections or produce shop drawings. Connection design is the engineer's or detailer's scope and their drawings govern.
Piece counts by type and weight, reach and access conditions, and the sequence implied by the framing plans — the inputs to crane days and crew hours. Erection pricing is project-specific; what we provide is the quantity and complexity basis you apply your own crew and crane rates to.
Available as a standalone scope for fabricators who already have their main member quantities and need the detail material counted properly. This is where shop hours live, and it is the most commonly under-measured part of a steel bid.
Stairs, handrail and guardrail, ladders, lintels, embeds, bollards, grating and support steel. Misc metals fall between the structural and architectural sets and between the fabricator's and the GC's scope, which is exactly why they get missed.
Office, retail, healthcare, education and mixed-use frames, including composite floor systems with deck and studs. Commercial sets carry connection schedules and fire-protection requirements that affect both the steel and what is applied to it.
Platforms, mezzanines, pipe supports, equipment structures, racks and crane runways — scopes that are miscellaneous-metals heavy and where quantities hide in sections and details rather than plans. See our industrial estimating page for the wider industrial scope.

| Group | Items | How it is reported |
|---|---|---|
| Wide-flange | W and HP shapes — beams, columns, piles | Mark, size, length, weight |
| Hollow sections | Square, rectangular and round HSS | Mark, size, wall, length, weight |
| Angles and channels | L, C and MC shapes, bracing and framing | Size, length, weight |
| Plate | Base plates, gussets, stiffeners, splice and cap plates | Thickness, size, count, weight |
| Joists and girders | Open-web steel joists, joist girders | Count by mark from the schedule |
| Deck | Composite, form and roof deck | Area by profile, gauge and finish |
| Bolts and fasteners | Structural bolts by diameter, grade and length; anchor rods | Count by assembly |
| Welds | Fillet and groove welds from the connection details | Classified by type and size |
| Shear studs | Composite deck studs | Count by diameter and length |
| Miscellaneous metals | Stairs, rails, ladders, lintels, embeds, grating | Count, linear feet or weight |
A W-shape designation carries a nominal depth and the weight per foot — W18x50 means roughly 18 inches deep at 50 pounds per foot. Nominal is not actual: within a shape group the heavier members are deeper than the label suggests, and in the extreme a W14x873 is about 23.6 inches deep despite the 14 in its name. Weights and dimensions come from the published shape tables, not from the designation alone.
Main members and plate. Drives material cost and is how mills and service centres price.
Bolts, studs, joists, anchor rods, and every connection. Counts drive shop and field labor.
Handrail, grating edge, and members priced by length rather than weight.
Deck, and surface area for primer, galvanizing or fire protection.
Classified by type and size — a groove weld and a fillet weld of the same length are not the same work.
The erection unit. One crane cycle, one piece.
Weight answers what the steel costs. Counts answer what it costs to make and erect. A takeoff that reports only tonnage cannot be used to price a shop.
Column, beam and brace schedules carry the marks and sizes; the general notes carry grade, bolt type, weld requirements and surface treatment.
Shape, size and length per mark, with weight from published shape tables.
Beam lengths come from work points and connection type, not from the gridline dimension.
Every connection typed from the details — shear tab, clip angle, moment, splice, brace — because the type, not the weight, sets the hours.
Plates, stiffeners, bolts and welds against each connection type.
Each by its own unit and schedule.
Piece count by type and weight, plus reach and access, so crane days can be reasoned about.
Pounds per square foot of framed area, connections per member, and bolt count against connection count — three checks that catch most errors before anything leaves the office.

A crane sets one piece per pick. The hook does not know whether the piece weighs 400 pounds or four tons — the cycle is rig, lift, land, bolt up, release, and it takes roughly the same time either way until the piece gets heavy or awkward enough to change the crane.
That is why we report piece count by type and weight alongside tonnage, and why erection access matters as much as the steel itself. A tight urban site with one crane position and a long reach prices differently from an open greenfield pad carrying the same frame.
A hundred tons made up of 250 lighter pieces is close to 250 crane cycles, plus 250 sets of connections to bolt up at height.
The same hundred tons carried by 90 heavier pieces. Identical mill order, nearly a third of the crane cycles.
Tonnage tells you what to buy. Piece count tells you how long the crane is on site.
| Document | Needed | What it provides |
|---|---|---|
| Structural drawings (S-series) | Required | Framing plans, elevations, member layout |
| Column, beam and brace schedules | Required | Marks and sizes; plans alone are not enough |
| Connection details and typical details | Strongly preferred | Connection types — the main fabrication cost driver |
| General notes and specifications | Strongly preferred | Steel grade, bolt type, welding, surface treatment |
| Base plate and anchor bolt details | Strongly preferred | The steel-to-concrete interface |
| Deck and joist schedules | If in scope | Profile, gauge, joist marks |
| Architectural drawings | Helpful | Stairs, rails, lintels and misc metals |
| Site and civil information | Helpful | Access and crane positioning for erection |
| Addenda and revisions | Send all | Scope changes that alter quantities |
PDF sets are fine and are what we receive most often. If a model or CAD files exist, send them — they speed the work and reduce interpretation. Where part of the set is missing we tell you what the gap means for the estimate rather than filling it in silently.
The Associated General Contractors of America reports steel mill products up 23.4% and fabricated structural metal for non-industrial buildings up 29.1% in the year to August 2026. On a bid with a long validity period that is a live exposure.
We do not publish a cost per ton, and we would treat anyone who does with caution. Published fabrication rates vary so widely — one source gives tiers from 15 to over 60 hours per ton, another 20 to 25 — that they cannot all describe the same work. The spread is not noise; it reflects how much connection complexity, repetition and finish requirements differ between projects. Your own shop records on comparable work are better data than any published table, which is why we give you the quantities and the complexity basis rather than a rate.
Follows weight and the market: members by shape and length, plate by thickness and grade, bolts, deck, studs and joists. These come off the quantities directly and go out for mill or service-centre pricing.
The most predictable of the three, and the most exposed to price movement between bid and buyout.
Follows connections and piece handling, not weight. Handling time per piece is largely fixed, so short and light members carry high labor per ton.
Shop hours are applied per connection type and per piece, and we state the basis rather than burying it in a rate.
Follows picks, crew and access. Crane class and days, crew size, sequence, shake-out and bolt-up, plus whatever the site makes awkward.
Equipment prices as mobilization plus time, so the number of crane moves matters as much as the hours.
We quantify all three and state the assumptions. We do not apply your shop rate, your crew rate or your crane rate — those are yours, and substituting a published average for them would make the estimate less accurate, not more.
A steel takeoff is the measurement: what members, connections, bolts, deck and misc metals the drawings contain, and how many pieces there are. A steel estimate adds cost — mill pricing, shop hours, crane days, crew rates, equipment, and the allowances that turn quantities into a bid number. The takeoff is the input; the estimate is the output.
| Takeoff | Estimate | |
|---|---|---|
| Answers | What is on the drawings? | What will it cost to make and erect? |
| Output | Weights, counts and piece lists | Priced quantities by material, shop and field |
| Depends on | The drawings | Drawings plus mill pricing, shop and crew rates |
| Transfers between contractors | Yes — a piece count is a piece count | No — shop rates are company-specific |
| Changes with the steel market | No | Yes |
Many fabricators want the takeoff only, because their own shop rates beat any published figure. Others want the priced estimate. We provide either, and the takeoff is what we always provide. For the wider picture, see our construction cost estimating services.
| Who | Why |
|---|---|
| Steel fabricators | Connection-level detail so shop hours can be priced from complexity rather than tonnage |
| Steel erectors | Piece counts, weights and access conditions as the basis for crane days and crew |
| Structural steel contractors | Supply-and-erect scope with material, shop and field separated |
| General contractors | Carrying steel inside a larger bid, or checking a sub's number before relying on it |
| Industrial contractors | Platforms, supports and equipment structures where misc metals carry the quantities |
| Preconstruction teams | Overflow capacity when several bids land in the same week |

Structural set, schedules, connection details, specifications and any addenda. PDF is fine.
Typically within about two hours. No fee is charged until you approve it.
Main steel only, or with deck, joists and misc metals; takeoff or priced estimate; fabrication, erection or both.
Grades, bolt types, welding and surface treatment established before measuring starts.
Marks, shapes, sizes and lengths, with weights from published shape tables.
Connections typed and counted, detail material and bolts quantified against them.
Ratio checks, and a second estimator reviews before anything is sent.
24 to 72 hours depending on size and scope. Excel files, marked-up drawings and a PDF summary, and we answer questions on the numbers after delivery.
The marked-up drawings matter more than they sound. A quantity you cannot trace back to a detail is a quantity you cannot defend when the general contractor questions it.
A fixed fee per project, quoted after we review your drawings — typically within about two hours.
Starting fixed fee for residential work.
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 frame, whether connections and misc metals are in scope, and your 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.
A bid has a date, and the estimate has to arrive with enough time left to price and review. We work to the bid date, not our own schedule.
A low number is not a strategy. A bid below the cost of the work wins the job and loses the money. Accurate connection counts let you bid tight because you are not carrying protective contingency on the part you could not see. 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 structural steel estimating work in all 50 states.
Steel sits on top of a concrete foundation, and the anchor bolts, base plates and embeds between them are a recurring scope gap. Our concrete estimating page covers the other side of that interface.

They measure the steel on a set of drawings and turn it into quantities you can price — main members by shape, size and length converted to weight, connection material by type and count, bolts and welds, deck, joists and shear studs where in scope, miscellaneous metals, and piece counts for erection.
Member marks with shape, size, length and weight; connections typed and counted; detail material such as plates, stiffeners and clip angles; bolts by diameter and grade; welds classified by type; and piece counts. Deck, joists, studs and miscellaneous metals are included when they are in the agreed scope.
A takeoff is the measurement; an estimate is the measurement with money attached. Takeoffs transfer between contractors because a piece count is a piece count. Estimates do not, because shop rates, crew rates and mill pricing are specific to your business. Many fabricators want the takeoff only, for exactly that reason.
Because fabrication labor follows connection complexity, not weight. A bolted shear tab and a full-penetration moment connection weigh about the same and take very different amounts of shop time. Two jobs of identical tonnage can differ substantially in shop hours on connections alone, which is why we count and classify connections from the details rather than applying a rate to the tonnage.
Not necessarily, and often the opposite per ton. Connection count follows the number of members rather than their weight, so a lighter frame carries the same joints spread across less tonnage. Analysis of historical steel productivity shows labor per ton rising as structures get lighter. The total may still be lower; the rate per ton usually is not.
From the shape designation and length. A W-shape designation gives a nominal depth and the weight per foot, so a W18x50 weighs 50 pounds per foot and a 30-foot piece is 1,500 pounds. Weights come from published shape tables rather than being scaled off the drawing.
Not exactly. The depth in a W-shape designation is nominal. Within a shape group the heavier members are deeper than the label implies — a W14x873, for instance, is about 23.6 inches deep despite the 14. For anything that depends on actual dimensions, the published shape tables govern.
Yes — we quantify the connection material and shop work from the details so hours can be applied per connection type rather than per ton. We do not design connections or produce shop drawings. Connection design belongs to the engineer or detailer and their drawings govern.
Yes, on a piece-count basis. We report piece count by type and weight, plus reach and access conditions, as the basis for crane days and crew hours. Erection pricing is project-specific, so we provide the quantity and complexity basis and you apply your own crew and crane rates.
Because a crane sets one piece per pick regardless of what it weighs. A hundred tons made of 250 light members is close to 250 picks; the same hundred tons made of 90 heavier members is 90. Same mill order, nearly three times the crane cycles.
Yes, where the details are in the set. They sit on the boundary between the steel and concrete packages, which is exactly why they get dropped — each side can assume the other carries them. We quantify them and state which package we have placed them in.
Yes, when it is in the agreed scope — stairs, handrail and guardrail, ladders, lintels, embeds, grating and support steel. Misc metals appear across the structural and architectural sets, so we confirm at scope review whether they are in or out rather than assuming.
Yes, where they are in scope and the schedules are provided. Deck is taken by area with profile, gauge and finish; joists and joist girders are counted by mark from the schedule. Both are commonly bought as separate packages, so we confirm whether they belong in your number.
The structural set and the column, beam and brace schedules are the minimum. Connection details, general notes and specifications, base plate and anchor bolt details, and deck and joist schedules all improve the result. Architectural drawings help for miscellaneous metals. Send any addenda. PDF sets are fine.
Connection type and count first, then piece count and weight distribution, steel grade and shape availability, repetition, surface treatment, architecturally exposed requirements, site access and crane positioning, and transportation. Market pricing matters too: AGC reports steel mill products up 23.4% and fabricated structural metal for non-industrial buildings up 29.1% in the year to August 2026.
There is no single figure worth relying on. Published tiers range from around 15 hours per ton for simple repetitive bolted work to over 60 for architecturally exposed steel, and different sources disagree substantially even for similar work. The spread reflects real differences in connection complexity, repetition and finish. Your own shop records on comparable projects are better data than any published table.
Send addenda and revisions as they arrive and we update the affected quantities rather than reissuing a different total without explanation. On steel this matters particularly, because a changed connection type can move shop hours across an entire frame without changing the tonnage at all.
Delivery runs 24 to 72 hours depending on the size of the drawing set and the scope requested, and we work to your bid date. Pricing is a fixed fee per project quoted after we review your drawings, typically within about two hours. Residential work starts at $250; a single-trade commercial takeoff on a mid-size project typically runs $300 to $800. No fee is charged until you approve the quote.
Upload your structural set, schedules, connection details, 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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