Division 05 miscellaneous metals is the scope that sits between the structural steel package and the architectural finishes: fabricated stairs, guard and handrail systems, embed plates, ladders, bollards, floor plate, and grating. It is typically bid as a separate subcontract, and it is where a takeoff by tonnage alone fails — a 42 in guard rail with 6 ft post spacing prices nothing like a stair stringer, even at the same weight. We take off each assembly by its own unit: LF for rails, stringers and ladders, EA for embeds, treads, bollards and nosings, SF for floor plate and grating, and LB or TON where your spec prices fabricated members by weight.
- Deliverable
- Excel estimate + marked-up PDF plans
- Organized by
- CSI MasterFormat section
- Turnaround
- 24–48 hours for most projects
- Pricing
- ZIP-code-adjusted material and labor pricing
- Software
- Bluebeam Revu, PlanSwift, RSMeans data
We work from your structural and architectural sheets, the Division 05 specification sections, and the finish schedule. Embeds are cross-checked against the concrete drawings and the pour sequence, because a missed embed becomes a post-installed anchor with a different unit cost. Handrail brackets are counted against wall framing and blocking. If your project also carries structural steel or cold-formed framing, those go to Structural Steel Estimating and Wood, Plastics & Composites Estimating respectively, so this estimate stays clean at the Div 05 line. Where the rail scope touches a PEMB package, we coordinate with Metal Building & PEMB Estimating. Coating scope splits are common, so we flag anything that belongs to Thermal & Moisture Protection Estimating rather than absorbing it silently.
As a miscellaneous metals estimating company, we build the takeoff from the piece mark and bolt schedule on the shop drawings, not just the plan view. We read weld symbols, check connection design notes, and reconcile mill certs against the ASTM A992 callouts before any quantity is priced. For a metal fabricator, that means a misc metals quantity takeoff you can hand straight to the shop; for a general contractor, it means a metals estimate for contractors that survives the buyout meeting. We run the takeoff in Bluebeam Revu and PlanSwift, price with RSMeans data adjusted by ZIP code, and deliver Excel and PDF in 24–48 hours. If you need outsourced metals estimating for a fast bid, send the bid package and we will return a marked-up set with the quantities traceable line by line. For projects that also carry a steel takeoff services need, we can price the structural and miscellaneous scopes side by side so the split at Div 05 is clear.
What the Div 05 misc metals takeoff covers
The estimate covers fabricated metal items specified under 05 50 00 Metal Fabrications and its subsections, plus the embedded items in 03 15 00 that misc metals fabricators typically furnish. We price material, shop fabrication hours, coating area, and field connection labor as separate lines so you can see where the money sits. Structural steel, steel decking, cold-formed framing, and decorative metal railings specified under 05 73 00 are listed as exclusions with a pointer to the right package.
Metal Stairs
Stringers, treads, risers, landings, and bearing plates measured by flight and by piece.
LF · EA · LBGuard & Handrail
Rail systems priced by height, post spacing, bracket count, and wall blocking conditions.
LF · EAGrating & Trench Covers
Stair landings, trench covers, and clip counts taken off by panel size and bearing bar.
SF · EAFloor Plate & Nosings
Floor plate by thickness and pattern, cut to size; abrasive nosings and tread inserts by width.
SF · EAEmbed Plates & Anchors
Embed plates, anchor bolt assemblies, and 03 15 00 embedded items cross-checked to concrete drawings.
EA · LBLadders & Cages
Fixed ladders with safety cages, walk-through extensions, and brackets measured by vertical run.
LF · EABollards & Misc Steel
Bollards with concrete fill, caps, and embedment or sleeve detail; lintels, dunnage, and canopy frames.
EA · LFFinishes & Connections
Shop priming, hot-dip galvanizing area, powder coat area, bolts, clip angles, welds, and field touch-up.
SF · EA · LBWhat every miscellaneous metals estimating takeoff includes
- 05 51 00 metal stairs: stringers, treads, risers, landings, and bearing plates
- 05 52 00 guard and handrail systems by rail height and post spacing
- 05 53 00 grating, stair landings, and trench covers with clip counts
- 05 54 00 floor plate by thickness and pattern, cut to size
- 05 55 00 abrasive nosings and tread inserts, EA by width
- 05 50 00 lintels, dunnage, roof screen supports, and canopy frames
- Embed plates, anchor bolt assemblies, and 03 15 00 embedded items
- Fixed ladders with safety cages, walk-through extensions, and brackets
- Bollards with concrete fill, caps, and embedment or sleeve detail
- Shop priming, hot-dip galvanizing area, and powder coat area by SF
- Connection hardware: bolts, clip angles, welds, and field touch-up
- Submittal and shop drawing hours for fabricated assemblies
How our miscellaneous metals estimator takes off a package
- Sort the Div 05 sectionsWe read the specification index and pull every 05 50 00 subsection, plus 03 15 00 embedded items and any 05 73 00 decorative railing, into a scope list. Each subsection is tagged to the drawing sheets that show it, so nothing is priced twice or dropped between packages. We also note the finish schedule references for each item, because coating systems are often specified in a separate section and can be missed if you only read the Div 05 text.
- Build the assembly listEach stair, rail run, ladder, and embed type gets its own assembly line with a drawing reference. We record rail height, post spacing, stringer size, plate dimensions, and bolt diameter from the details rather than from a general note, because those dimensions drive both weight and fabrication hours. For stairs, we note the number of risers, tread width, and whether the stringer is channel or tube, since tube stringers require different coping and connection details.
- Measure by unitRails and stringers are traced in Bluebeam Revu for LF, embeds and bollards are counted by EA, and grating and floor plate are measured by SF. Tread and nosing counts are taken from the stair plans and checked against the stair section for the actual tread width. We also measure the sloped length of stair stringers between bearing points, not the horizontal run, because that is what the fabricator prices. For rails, we split straight runs from runs with bends or returns, as those add fabrication time.
- Cross-check embeds against concreteEvery embed plate and anchor bolt assembly is compared to the concrete sheets and the pour schedule. If a plate appears on the structural drawings but not on the concrete embed plan, we flag it as a coordination item before it becomes a post-installed anchor change order. We also check the embed elevation against the concrete pour sequence, because a plate set after the pour requires drilling and epoxy, which changes both cost and inspection requirements.
- Price material and fabricationMaterial is priced from ZIP-code-adjusted RSMeans data and current mill pricing for A36, A992, 304 and 316 stainless, and aluminum. Shop fabrication and field welding hours are tracked separately from material so you can see the labor exposure on cage ladders and complex rail bends. We apply typical waste factors for cut lengths and plate drops, and we price connection hardware — bolts, clip angles, and welds — as separate lines based on the details.
- Apply coating and finishGalvanizing is measured by surface area using ASTM A123 as the reference, powder coat by SF, and shop primer by gallons. Field weld touch-up and re-galvanizing at welds are carried as separate lines, since they are the most commonly omitted cost in this trade. We also note whether the spec requires a zinc-rich primer for touch-up or a full re-galvanize, as the latter can require disassembly and re-processing of the member.
- Deliver the marked-up setYou receive an Excel workbook organized by CSI section, a PDF of the same, and a marked-up plan set showing every measured run and counted item. Quantities are traceable back to the sheet and detail they came from, so your estimator can audit any line. The marked-up set also flags coordination items, such as embeds missing from the concrete plan or rail heights that conflict between architectural and structural sheets, so you can resolve them before the bid.
What we need from you
- Div 05 specsThe full 05 50 00 series plus 03 15 00 embedded items, so finish systems and embed responsibility are priced to your spec.
- Structural sheetsS, S-1 and detail sheets showing embed plates, bearing conditions, and stair connections to steel and concrete.
- Architectural plansFloor plans and stair sections showing guard and handrail runs, rail heights, and bracket conditions.
- Finish scheduleCoating system per item — galvanize, powder coat, shop primer, or field paint — so coating area is priced correctly.
- Stair detailsStringer size, tread and riser type, nosing, and landing framing for each stair type on the project.
- Bid formYour bid form or schedule of values, so line items roll up the way your client expects to see them.
Sample takeoff format
A short excerpt from a mid-size project showing how lines are organized by CSI section with a drawing reference for each item. Quantities are illustrative.
| Section | Line item | Qty | Unit | Ref. |
|---|---|---|---|---|
| 05 51 00 | Stair stringer, C12x20.7, incl. bearing plates | 184 | LF | S-301 |
| 05 51 00 | Pan-filled tread, 11 in, abrasive nosing | 48 | EA | A-401 |
| 05 52 00 | Guard rail, 42 in, 2 in pipe, 6 ft post spacing | 620 | LF | A-210 |
| 05 52 00 | Handrail bracket, wall-mounted | 96 | EA | A-211 |
| 05 50 00 | Embed plate, 12 × 12 × 3/4 in, 4-3/4 in bolts | 96 | EA | S-101 |
| 05 51 00 | Fixed ladder, 20 ft, with safety cage | 8 | EA | A-305 |
| 05 53 00 | Grating, 1-1/2 × 3/16 in, 19-W-4, with clips | 430 | SF | S-402 |
| 05 54 00 | Floor plate, 1/4 in, checker pattern | 120 | SF | A-220 |
| 05 55 00 | Abrasive nosing, 3 in wide, for pan-filled tread | 48 | EA | A-401 |
| 05 50 00 | Bollard, 6 in pipe, 36 in high, concrete filled | 12 | EA | C-105 |
| 05 51 00 | Stair landing, framed, with grating | 4 | EA | S-302 |
Units of measure we take off by
Misc metals is bought and installed in several different units at once. We keep each item in the unit your spec and your fabricator actually price in, then convert only where a weight-based bid requires it.
| Item | Unit | How it's measured |
|---|---|---|
| Guard rail, pipe or tube | LF | Measured along the rail centerline, split by height and post spacing |
| Handrail with brackets | LF | Rail length plus bracket count taken separately by wall or stair condition |
| Stair stringer | LF | Sloped length between bearing points, plus bearing plates by EA |
| Embed plate | EA | Counted by plate size, thickness, and anchor bolt diameter |
| Bollard | EA | Counted by pipe or HSS size, height, and embedment depth |
| Grating and floor plate | SF | Net area by bearing bar depth or plate thickness and pattern |
| Tread and nosing | EA | Counted per tread width class, with abrasive insert type noted |
| Fabricated member weight | LB or TON | Calculated from member size and length where the spec prices by weight |
| Galvanizing and coating | SF or GAL | Surface area by member type, or gallons by coating system |
| Grout and embed mortar | CY or SF | Volume under base plates and around embed settings |
Worked takeoff — straight guard rail run and its embeds
This walkthrough uses illustrative dimensions. It shows how a single rail run and its embed plates move from a dimensioned detail to priced quantities, with waste and hardware handled as separate steps.
Given: a 42 in high, 2 in pipe guard rail on a mezzanine edge, 6 ft post spacing, 96 ft long, with one 90° corner. Embeds are 12 × 12 × 3/4 in plates with four 3/4 in anchor bolts, one per post.
Step 1 — Rail length (LF).
- Straight run: 96 LF.
- Corner return: the rail turns 90°, so the corner post is counted once and the two legs meet at it; no extra LF is added for the corner itself, but the corner post and two miter cuts are noted.
- Total rail LF: 96 LF.
Step 2 — Post count (EA).
- Posts = (96 LF ÷ 6 ft spacing) + 1 end post = 16 + 1 = 17 posts.
- Corner post is one of the 17; it is flagged for two-direction welding.
Step 3 — Embed plates (EA).
- One embed per post: 17 EA.
- Plate weight check: 12 × 12 × 0.75 in plate = 144 in² × 0.75 in = 108 in³; at 0.2836 lb/in³ = 30.6 lb each. 17 × 30.6 = 520 lb, or 0.26 TON. This is a check figure, not a separate bid line.
Step 4 — Anchor bolts (EA).
- Four bolts per embed: 17 × 4 = 68 EA, 3/4 in diameter.
Step 5 — Coating area (SF).
- Pipe surface: 2 in pipe has an outside circumference of π × 2 in = 6.28 in = 0.523 ft. 96 LF × 0.523 = 50.2 SF.
- Post surface: 17 posts × 3.5 ft height × 0.523 = 31.1 SF.
- Embed plate surface (galvanized): 17 × (2 × 1 ft × 1 ft + 4 × 1 ft × 0.0625 ft) = 17 × (2.0 + 0.25) = 38.3 SF.
- Total coating area: 50.2 + 31.1 + 38.3 = 119.6 SF.
Step 6 — Waste (separate step).
- Pipe cut waste: typical 5% on linear pipe → 96 × 1.05 = 100.8 LF ordered.
- Plate drop waste: typical 10% on plate → 17 × 1.10 = 18.7 EA plate equivalents ordered.
- Bolts: order in boxes; 68 EA plus typical 3% spare = 70 EA.
Step 7 — Field labor and touch-up.
- Field welds: 17 post-to-embed connections, plus 2 corner miters = 19 weld locations.
- Touch-up: 19 locations × 0.5 SF each = 9.5 SF of zinc-rich touch-up, priced separately from shop coating.
Resulting lines.
| Line item | Qty | Unit |
|---|---|---|
| Guard rail, 42 in, 2 in pipe | 96 | LF |
| Rail post, 42 in, 2 in pipe | 17 | EA |
| Embed plate, 12 × 12 × 3/4 in | 17 | EA |
| Anchor bolt, 3/4 in × 12 in | 68 | EA |
| Galvanizing area | 119.6 | SF |
| Field weld touch-up | 9.5 | SF |
Caption: Sample format — illustrative quantities. The point of the sequence is that LF, EA, and SF are all taken from the same detail, and waste is applied after net quantities, never inside them.
What moves the miscellaneous metals pricing
Relative impact on a typical estimate for this trade, based on estimator judgment. Select a bar for details.
Rail geometry
Post spacing, rail height, and the number of turns and bends drive fabrication hours more than linear footage does. A straight 42 in pipe run with 8 ft spacing is a different price per LF than a 36 in tube rail with 4 ft spacing and radiused corners. We count each bend, return, and transition separately, because those require miter cuts, welding, and grinding that straight runs do not.
Post spacing, rail height, and the number of turns and bends drive fabrication hours more than linear footage does. A straight 42 in pipe run with 8 ft spacing is a different price per LF than a 36 in tube rail with 4 ft spacing and radiused corners. We count each bend, return, and transition separately, because those require miter cuts, welding, and grinding that straight runs do not.
Embeds furnished and set before the pour carry a low unit cost. When they are missed and the concrete is already placed, post-installed anchors with special inspection replace them, and the unit cost per connection can multiply. We compare the embed plan to the pour schedule to flag any plates that would be set after concrete placement, so you can price the correct installation method.
Hot-dip galvanizing, powder coat, and shop primer price differently by surface area and by lead time. Field-welded areas require re-galvanizing or zinc-rich touch-up, which is a separate line from the shop-applied coating. We measure surface area for each member type and apply the coating system from the finish schedule, noting any items that require a specific dry film thickness or color match.
Carbon steel A36 and A992 are priced from mill data; 304 and 316 stainless carry a large premium and change welding procedure and consumables. Aluminum rails reduce weight but change connection details and coating needs. We price the grade specified and note where an alternate grade could reduce cost without compromising the design intent, so you can discuss value engineering with your fabricator.
Roof screen supports, high ladders, and rails over occupied space drive field labor through lifts and fall protection. We separate field hours from shop hours so this exposure is visible in the bid. For each item above 10 ft, we note the access method assumed — ladder, scissor lift, or swing stage — and adjust labor hours accordingly, because the same rail run can cost twice as much to install at height.
Guard height and opening limitations under the adopted IBC edition, and OSHA requirements for ladder cages, can force rail and ladder redesign mid-project. Confirm the adopted code edition with the local building department before pricing. We check the specified rail height against the code minimum and flag any discrepancies, because a change from 36 in to 42 in rail height affects both material and post spacing.
The type of connection — welded, bolted, or embedded — changes both material and labor. Welded connections require field welding, touch-up, and sometimes special inspection; bolted connections require clip angles, bolts, and layout. We price the connection detail shown and note if an alternate detail would reduce cost, such as using a bolted bracket instead of a welded plate where the structural design allows.
Scope gaps we catch in bid package review
Most misc metals losses come from items that are specified but not drawn, or drawn but not specified. These are the ones we see most often.
- Galvanizing and re-galvanizing at field welds. The coating spec is in 05 05 00 but the touch-up requirement hides in a weld note, and it is rarely carried as a separate line. We measure weld locations and price touch-up separately.
- Embed plates shown on the structural details but missing from the concrete embed plan. We compare both sets sheet by sheet and flag any plate that would become a post-installed anchor if the pour proceeds without it.
- Handrail bracket counts and wall blocking. The rail is measured in LF, but brackets are priced by EA and require blocking coordinated with the framing trade. We count brackets from the rail elevations and note blocking responsibility.
- Stair stringer connections to structural steel and concrete. Bearing plates, shims, and slotted holes are detailed on the stair sections but often left out of the LF takeoff. We add them as EA lines tied to each stair.
- Grating clips and hold-down fasteners. Specifications call them out by the piece, but a takeoff done in SF misses them entirely. We count clips from the grating layout and add them to the line.
- Abrasive nosing and tread insert replacement stock. Some specs require attic stock of nosings and inserts, which is a material line with no drawing. We read the spec paragraph and add the stock quantity.
- Ladder safety cages and walk-through extensions. These are separate fabricated assemblies from the ladder itself and are frequently priced as part of the ladder LF. We break them out by cage section and platform.
- Bollard concrete fill and embedment versus sleeve-on-concrete. The detail determines whether the bollard is filled and embedded or bolted to a sleeve, and the two price very differently. We price the detail shown and flag the alternate.
- Roof screen supports and dunnage. These are often shown on the architectural roof plan but not detailed, and they require coordination with the roofing trade for flashing and curb details. We measure the supports from the plan and note the flashing responsibility.
Material and finish options for misc metals
The material and finish choice changes unit cost, welding procedure, lead time, and where the item is typically specified.
| Material / finish | Typical use | Cost driver | Where specified |
|---|---|---|---|
| Carbon steel A36 | Stringers, lintels, dunnage, embed plates | Mill pricing and plate thickness | 05 50 00 and 05 51 00 |
| Carbon steel A992 | Fabricated members priced by weight | Weight and mill availability | 05 12 00 where misc items tie to structural |
| Stainless 304 | Handrails, wall protection, food-service areas | Alloy premium and welding consumables | 05 52 00 and 05 73 00 |
| Stainless 316 | Exterior or wash-down environments | Alloy premium and finish direction | 05 52 00 where corrosion resistance is specified |
| Aluminum | Lightweight rails and ladders | Extrusion profile and connection details | 05 52 00 and 05 51 00 |
| Hot-dip galvanizing, ASTM A123 | Exterior rails, embeds, grating | Surface area and coating thickness | 05 05 00 and 05 50 00 |
| Powder coat | Interior architectural rails | Surface area, color, and cure schedule | 05 05 00 and 05 73 00 |
| Shop primer | Members painted in the field | Gallons and dry film thickness | 05 05 00 with field paint in 09 90 00 |
Codes, standards, and specifications that change the number
Model codes
The adopted IBC edition drives guard height, opening limitations, and stair geometry, which change rail LF and post spacing. The IRC applies to one- and two-family work and has its own stair and guard provisions. OSHA rules for fixed ladders and cages affect ladder assemblies and fall protection. The NEC matters where rail or ladder-mounted devices require power. Confirm the adopted code edition with the local building department before pricing, because a change from 36 in to 42 in guard height changes material and post count.
Industry standards
ASTM A123 governs hot-dip galvanizing and sets the coating thickness that drives surface-area pricing. ASTM A36 and A992 define the steel grades and their weldability. ASTM A307, A325, and A490 cover the bolts used in rail and embed connections. AWS D1.1 governs structural welding and D1.3 sheet steel welding; both affect fabrication hours. ACI 318 and ACI 355.2 apply to embedded items and post-installed anchors, including special inspection triggers that change installation cost.
Specification sections
Read 05 50 00 Metal Fabrications and its subsections 05 51 00 through 05 56 00 for the assemblies themselves. Read 03 15 00 Concrete Accessories for embedded items and who furnishes them. Read 05 05 00 Common Work Results for Metal for coating systems and touch-up. Read 05 12 00 and 05 31 00 to confirm the structural steel and decking exclusions. Read 05 73 00 Decorative Metal for architectural railings. The finish schedule and 09 90 00 tell you whether field paint is in your scope or the painter's.
Local amendments
Adopted editions vary by state and city, and amendments can change guard height, ladder cage requirements, and seismic anchorage. Coastal jurisdictions add corrosion provisions that push stainless or heavier galvanizing. Seismic zones add anchorage and special inspection requirements for embeds and post-installed anchors. Confirm the adopted edition and any local amendments with the local building department, and check whether the project has a special inspection program that applies to your anchors.
Who sends us Div 05 packages
General contractors
You need a leveled Div 05 number to compare fabricator bids and to confirm the scope split against your structural steel and concrete packages. We give you a section-by-section takeoff you can drop into your bid form.
Misc metals fabricators
You bid several projects a week and need a second set of eyes on quantities before you commit shop hours. Our takeoff separates material, fabrication, and coating so you can apply your own shop rates.
Specialty subcontractors
If you install rails, ladders, or grating but do not fabricate, you need material quantities and piece counts to price installation labor. We deliver counts by EA and SF that map to your crew productivity.
Developers and owners
You want a budget check on a Div 05 package before the bid, or a comparison against a change order. Our marked-up plan set shows exactly what was measured so you can review the basis.
Architects
When a rail or ladder detail is specified but not fully dimensioned, our takeoff surfaces the missing inputs. That gives you a written list of coordination items to resolve before the bid.