Scope Precision EstimateContact Us
Estimating Fundamentals & Careers

7 Types of Construction Estimates and When to Use Each

A practical guide to the seven estimate types used from feasibility through construction, what each one costs you in accuracy, and when each is the right tool.

Quick answer

The seven types of construction estimates are order of magnitude, conceptual/preliminary, square foot, assemblies, detailed, bid, and control estimates. Each matches a project stage and a level of design information, ranging from roughly -30%/+50% accuracy at feasibility to -5%/+10% once bid documents are complete.

  • Estimate type should follow design completeness, not the other way around.
  • Order of magnitude and square foot estimates are for decisions, not bids.
  • Detailed and bid estimates require a full quantity takeoff from bid documents.
  • Control estimates become the baseline you track change orders against.

What Are the 7 Types of Construction Estimates?

The seven types of construction estimates form a sequence that tracks design development. They are: order of magnitude, conceptual/preliminary, square foot, assemblies, detailed, bid, and control estimate. Each type matches a design stage and the decision the owner is about to make, from site selection to contract award to cost management during construction. Treat the list as a progression of accuracy, not a menu. Using a detailed takeoff on 30% drawings produces false precision and wasted effort.

The accuracy bands are wide at the start and tighten as design information improves. An order of magnitude estimate carries ±30–50%, a conceptual estimate ±20–30%, a square foot estimate ±15–25%, an assemblies estimate ±10–15%, a detailed estimate ±5–10%, a bid estimate ±3–5%, and a control estimate ±2–5%. These ranges assume the estimate is prepared correctly for its stage. A conceptual estimate built from good benchmarks can land inside ±20%, while a detailed estimate built from incomplete drawings can miss by far more.

AACE International classes map to this same progression. Class 5 is the least defined, used for order of magnitude screening. Class 4 supports conceptual and preliminary work. Class 3 aligns with assemblies-level budgets. Class 2 supports detailed estimates and bid preparation. Class 1 is the most defined, used for control estimates and final cost management. The class number reflects the maturity of project definition, not the estimator's skill.

The most common estimating error is using the wrong type at the wrong stage. A detailed takeoff on 30% drawings produces false precision because quantities are counted from incomplete information. A square foot estimate used to sign a guaranteed maximum price leaves no room for scope that was never defined. Match the estimate type to the design stage and the decision at hand. If you need a preliminary number before design is complete, preliminary estimating services can produce a stage-appropriate estimate.

Match the estimate type to the design stage and the decision being made. A ±5% estimate on 30% drawings is not more accurate — it is just more detailed.

1. Order of Magnitude Estimate: The First Number

Adjusted cost per SF = Benchmark cost per SF × Location factor × Escalation factorApply factors multiplicatively in the order shown; round only at the end.

An order of magnitude estimate is the first number you produce, often before any design exists. It supports go/no-go decisions, site selection, pro forma development, and feasibility screening. At this stage, you are testing whether a project is worth pursuing, not setting a budget. The estimate is built from benchmark construction cost per square foot or per unit from comparable projects, adjusted for region, size, and date.

The method is straightforward. Start with a benchmark cost per square foot for the building type. Adjust for regional cost differences using a location factor. Adjust for escalation to the midpoint of construction. Adjust for size if the project is significantly larger or smaller than the benchmark. The result is a rough number with a wide range, typically ±30–50%. Use it to screen options, not to sign contracts.

Example: A 40,000 sf warehouse benchmarks at $115/sf. Adjust +8% for a high-cost metro and +6% for escalation to the construction midpoint.

$115 × 1.08 = $124.20/sf $124.20 × 1.06 = $131.65/sf 40,000 sf × $131.65/sf = $5,266,000

An order of magnitude estimate should never be used to set a guaranteed maximum price or sign a contract. The range is too wide, and the scope is too undefined. Once a program and rough massing exist, the next step is a conceptual estimate, which narrows the range by using more project-specific drivers. For early feasibility work, feasibility study estimating provides the benchmark data and adjustment factors you need.

Order of magnitude estimates are for screening, not for commitments. The ±30–50% range reflects the lack of design information, not estimator error.

2. Conceptual and Preliminary Estimates: What Is a Conceptual Estimate?

A conceptual estimate is a program-based number built from building type, gross area, unit count, and a small set of cost drivers. It answers the question: given this program, what order of cost are we in? The conceptual estimate is prepared before schematic drawings exist, using the owner's program and comparable project data. It is more specific than an order of magnitude estimate because it accounts for the actual program mix — for example, a 60,000 sf office building with 20% lab space costs more per square foot than a standard office building.

A preliminary estimate is the version prepared once schematic drawings and a preliminary site plan exist. It is still system-level, not component-level, but it uses actual building geometry and site conditions. The method relies on UniFormat categories (A substructure through G building systems) or elemental estimating. UniFormat organizes cost by building element rather than by trade, which makes it easier to compare schemes. Elemental estimating lets you see, for example, that Scheme A costs more in substructure but less in superstructure than Scheme B.

The difference between a preliminary estimate vs detailed estimate is the level of information used. A preliminary estimate uses systems and ratios — dollars per square foot of roof, dollars per linear foot of exterior wall, dollars per fixture. A detailed estimate uses counted quantities from plans and specifications — cubic yards of concrete, tons of rebar, linear feet of pipe, each fixture. The preliminary estimate is faster and supports scheme comparison. The detailed estimate is slower and supports bidding and construction.

Conceptual and preliminary estimates are the right tool for value engineering and scheme comparison before design is frozen. If you are comparing two massing options or two structural systems, an elemental estimate gives you a defensible cost comparison. For this work, elemental estimating services and budget estimating services provide the system-level breakdown you need to make decisions.

Use UniFormat categories to compare schemes. If you compare by trade, you lose the ability to see how design decisions affect cost by building element.

3. Square Foot Estimate: Fast, Useful, Easy to Misuse

Total cost = gross area × base unit cost × location factor × escalation factor × quality factorEach factor adjusts the base cost for project-specific conditions.

A square foot estimate multiplies gross floor area by a unit cost. The unit cost must match the building type, quality level, and region. If you pull a number from a national database without adjusting it, you are guessing, not estimating. This is one of the most common types of construction estimates, and also the easiest to misapply.

Adjustments that matter include perimeter-to-area ratio (a long, narrow building costs more per square foot than a square one), floor-to-floor height, structural system (steel vs. wood vs. concrete), MEP intensity, site work, and local labor rates. A data center and a warehouse are not the same square foot, even if they have identical areas. Two buildings of the same area can differ by 40% or more.

The basic construction estimating formula for a square foot estimate is:

Total cost = gross area × base unit cost × location factor × escalation factor × quality factor

Each factor is a multiplier. For example, if the base unit cost is $200/SF, the location factor is 1.10, escalation is 1.03, and quality is 0.95, the adjusted unit cost is $200 × 1.10 × 1.03 × 0.95 = $215.27/SF. For a 50,000 SF building, the total is 50,000 × $215.27 = $10,763,500. (This is a worked example, not a real project.)

A construction estimate calculator online is only as good as the inputs. A square foot number should be a sanity check, not a bid. Use it for early feasibility, not for pricing a contract. For more accurate early-stage numbers, see our construction cost estimating services.

A square foot estimate can be off by 40% or more if you ignore building type and local conditions. Always adjust the unit cost.

4. Assemblies Estimate: Systems and Components

An assemblies estimate builds cost from complete systems — a wall assembly, a roof assembly, a duct run — rather than individual materials. Each assembly includes all components and labor to install it. Assemblies sit between square foot and detailed estimates and are often organized by UniFormat or by CSI MasterFormat divisions.

For example, an exterior wall assembly includes studs, sheathing, insulation, air barrier, cladding, and labor. A plumbing assembly includes pipe, fittings, hangers, and rough-in labor. These assemblies are priced per unit (e.g., per square foot of wall, per linear foot of pipe).

Assemblies speed up takeoff on repetitive buildings such as hotels, self-storage, and multi-family, where the same unit repeats floor to floor. Instead of counting every stud and sheet of drywall, you count the number of typical rooms or wall segments. Our quantity takeoff services and multi-family estimating services use assemblies to accelerate pricing without losing sight of scope.

The risk: assemblies hide quantity errors. If your typical room count is wrong, the error multiplies. Assemblies must be reconciled against a detailed takeoff before bid. Use them for budgeting and early design, then convert to a detailed estimate for pricing.

Assemblies are only as accurate as your typical unit counts. Verify quantities before relying on them for a bid.

5. Detailed Estimate: Line-by-Line Quantity Takeoff

A detailed estimate is a line-item cost built from a quantity takeoff for estimating, priced with unit costs for material, labor, equipment, and subcontractor quotes. It is the most accurate type of cost estimate before bid day.

The sequence is: review plans and specifications, perform a quantity takeoff, organize by CSI MasterFormat division, price each line, add general conditions, overhead and profit, contingency, and escalation. Each line represents a specific scope item with a quantity and a unit cost.

Divisions give the structure. You will price Division 03 Concrete (footings, slabs, walls), Division 05 Metals (structural steel, misc. metals), Division 09 Finishes (drywall, paint, flooring), Division 22 Plumbing (pipe, fixtures, equipment), and Division 26 Electrical (conduit, wire, devices, gear). These are just examples; a full estimate touches all applicable divisions.

Units must match the trade: cubic yard for concrete, linear foot for pipe and conduit, square foot for drywall and roofing, each for doors and fixtures. Using the wrong unit is a common source of error. For example, pricing concrete by the square foot instead of the cubic yard ignores thickness and will understate cost.

A detailed estimate is the basis for a bid estimate for contractors and for a control estimate after award. It is also the foundation for change orders and schedule of values. For help with the quantity takeoff portion, see our material takeoff services and construction takeoff services.

Unit consistency is critical. Always verify that the unit of measure matches the trade's standard practice.

Send Your Plans for a Same-Day Estimate Quote

Upload your drawings and specifications and we will return a bid-ready takeoff in 24 to 48 hours, with rush turnaround available.

Same-Day QuotesBid-Ready in 48 Hrs20% Off
Upload plans

6. Bid Estimate: Pricing the Bid Documents

A bid estimate is the final number you submit on bid day. It starts from your detailed estimate and adds subcontractor quotes, general conditions, overhead and profit, and a risk allowance. For contractors, this is the number that wins or loses the job, so every line must be defensible.

The workflow runs in a tight sequence. You issue bid documents to your subcontractor list, send requests for pricing, and track the request for information items that come back from bidders. As quotes arrive, you level them — comparing scope, exclusions, and unit prices — and close gaps before submission. This is where bid estimating services and bid day support keep the process on schedule.

The self-performing estimate vs subcontractor quote split matters. Self-performed work uses your own labor and equipment rates, including burden, productivity factors, and crew mix. Subcontracted work uses quoted lump sums that you must scope and compare line by line. A quote is not a price until you know what it excludes.

Scope gaps are the most common failure. A low quote often excludes temporary power, hoisting, or final cleaning, and that gap lands on the general contractor. Read every exclusion, then price the missing scope yourself before you carry the number.

Bid estimates carry the tightest accuracy band because they are based on complete plans and specifications. That completeness is also the risk: any missing detail in the documents becomes your contingency, not the owner's.

Always carry a written list of exclusions next to each subcontractor quote. If you cannot name what a quote excludes, you cannot price the gap.

7. Control Estimate: The Budget You Manage Against

A control estimate is the post-award budget that becomes your baseline for cost control, buyout, and change order review. It is not a bid number filed away — it is the live document you manage against every week.

You build it from the bid estimate, then update it with actual subcontract awards, purchase orders, and a defined contingency drawdown plan. That plan states how much contingency you hold, what triggers a draw, and who approves it. Without those rules, contingency disappears before the first pay application.

The difference between a definitive estimate and a control estimate is timing and purpose. A definitive estimate is the most accurate pre-construction number, prepared when design is essentially complete. A control estimate is the live budget used during construction, updated as commitments replace allowances. Both sit at the top of the AACE estimate classes, but only one keeps moving.

Change orders are priced against the control estimate, using its unit rates and markups as the reference. Your schedule of values is drawn from the same budget, so pay applications track the same cost structure. Construction cost control depends on that consistency, and change order estimating depends on rates the control estimate already established.

Update the control estimate monthly so variance is visible before it becomes a problem. A budget you reconcile only at closeout is a report, not a control.

Set contingency drawdown thresholds in writing at award. Once buyout savings and scope gaps start moving money, verbal rules will not hold.

Estimate Types Compared: Accuracy, Stage, and Use

Estimate TypeAACE ClassDesign StageTypical AccuracyPrimary Use
Order of MagnitudeClass 50–2% design±30–50%Feasibility
Conceptual / PreliminaryClass 41–15%±20–30%Scheme selection
Square FootClass 4/35–20%±15–25%Early budget
AssembliesClass 310–40%±10–15%System budgeting
DetailedClass 230–75%±5–10%Bid preparation
BidClass 165–100%±3–5%Bid submission
ControlClass 1100%±2–5%Cost management

These accuracy bands are typical ranges, not guarantees. Scope definition drives accuracy more than method: a detailed estimate built on incomplete documents can miss wider than a square foot estimate built on a well-defined program. Treat the band as a planning assumption, then confirm it against the actual level of design.

AACE classes describe the maturity of project definition, per AACE International practice. The same project moves through classes as design progresses, so the estimate class should change with the documents. When a number and its class do not match, that mismatch is the first thing an estimate review should test.

Match the estimate class to the design completion percentage before you trust the number. A Class 2 label on 30% documents is a warning sign.

Worked Example: From Conceptual to Detailed on a Small Building

Material quantity with waste = Net quantity × (1 + Waste factor)Example: 6,000 sf × 1.10 = 6,600 sf ordered.

Example only — numbers below are illustrative and rounded. Take a 12,000 sf single-story office building. Watch how the same building produces a different number as the estimate type tightens.

Conceptual (Class 4). 12,000 sf × $185/sf = $2,220,000. One line, one rate, no scope breakdown. This is the number an owner uses for a go/no-go decision, not for a bid.

Assemblies. Break the building into systems. Exterior wall: 480 lf × 14 ft = 6,720 sf of wall; at $42/sf installed = $282,240. Roof: 12,000 sf × $11/sf = $132,000. Each assembly is priced as a system, and the assemblies build the total system by system. A quantity takeoff for estimating at this level uses linear foot and square foot measures, not individual pieces.

Detailed concrete (Division 03 concrete). Footings: 120 cy × $310/cy = $37,200. Slab: 95 cy × $265/cy = $25,175. Total Division 03 = $62,375. Note the cubic yard as the unit of measure — concrete is bought and placed by volume, not by area.

Waste factor. 6,000 sf of drywall with a 10% waste factor = 6,000 × 1.10 = 6,600 sf ordered. At $1.85/sf installed = $12,210. The waste factor applies to the material quantity, not to the labor rate.

Reconciling the gap. Suppose the detailed subtotal for the same scope lands near $2,050,000 while the conceptual number was $2,220,000. That gap is normal — the conceptual estimate carried a contingency and used a blended rate. The construction estimating formula is not the issue; the basis of the number is. Reconcile the two before bid, line by line, so nothing is double-counted or missing. If you need the detailed layer built for you, concrete estimating services and drywall estimating and takeoff cover the two divisions shown here.

Never carry a conceptual rate straight into a bid. Reconcile it against the detailed takeoff first — the gap is usually scope, not error.

How to Prepare a Construction Estimate: Step by Step

The steps below apply to any of the types of estimates in construction, from a preliminary number to a hard bid. What changes is the depth of each step, not the sequence.

  1. Confirm the estimate type and accuracy target. Ask the person who will use the number what decision it supports. A lender, a bidder, and a construction manager need different accuracy ranges. Write the target down before you open the plans.

  2. Review the plans and specifications. Read the full set, not just the sheets you like. Log every request for information item and note scope gaps before pricing anything. An unanswered RFI priced as an assumption is a future change order.

  3. Perform the quantity takeoff by division. Use the correct unit for each trade: cubic yards for concrete, square feet for drywall, linear feet for pipe and conduit, each for fixtures. A quantity takeoff done in the wrong unit is worse than no takeoff.

  4. Price material, labor, equipment, and subcontractor quotes. Apply the waste factor to cut materials, then add general conditions, overhead and profit, contingency, and escalation. Each of these is a separate line, not a fudge factor.

  5. Review against a benchmark. Compare the total to cost per square foot, a prior project of similar type, or a second estimator's number. A benchmark will not catch every error, but it catches the big ones.

  6. Document assumptions, exclusions, and allowances. The number must be defensible months later when someone asks why the estimate did not include site utilities. If you need the takeoff layer built for you, construction estimating services and quantity takeoff services cover both the pricing and the measuring side.

Steps 1 and 6 are the ones estimators skip under deadline pressure. They are also the two that prevent the most disputes.

Common Mistakes When Choosing an Estimate Type

Most bad numbers come from using the right method at the wrong time, or from mixing methods without saying so. Watch for these.

  • Using a square foot number as a bid. A rate per square foot ignores scope, site conditions, and MEP intensity. It is a planning tool, not a price. Handing it to a subcontractor as a budget invites a claim later.

  • Mixing estimate types in one document without a stated basis. Assemblies for structure and square foot for finishes in the same sheet is fine only if the basis of each line is labeled. Otherwise the reviewer cannot tell which numbers are firm and which are allowances.

  • Forgetting escalation on projects more than six months out. Material and labor costs move. A bid priced at today's rates and built next year quietly erodes margin. Add escalation as its own line, tied to the schedule.

  • Applying a waste factor to every division. Waste belongs on materials that are cut or broken — drywall, tile, rebar, lumber. It does not belong on equipment rental or on a lump-sum subcontractor quote.

  • Leaving contingency at a round number. Contingency should tie to identified risks: unknown soil, a pending permit, a long-lead item. A flat 5% with no reasoning is a guess, and it will be challenged.

  • Failing to reconcile self-performed work against subcontractor quotes. If you price the same scope both ways and do not compare, you double-count. The self-performing estimate vs subcontractor quote comparison is a required check, not an optional one. A second-opinion estimate review and audit will surface these overlaps before the bid goes out.

Pick one estimate type per scope package, state the basis on every line, and the reconciliation at the end takes minutes instead of days.

How Estimate Type Changes by Project Type

The same seven construction estimate types do not get used the same way across every project. The project type, delivery method, and who pays for the work decide which types of cost estimates you actually need and when you need them.

On residential and custom home work, the process often stops at a detailed estimate. The owner is the decision-maker, there is no competitive bid, and the builder prices from a completed set of plans and selections. A square foot number may start the conversation, but the contract is signed off a line-by-line takeoff. See Residential Estimating Services and Custom Home Estimating for how those scopes are structured.

Commercial and institutional projects move through all seven types because design phases are formal and bids are competitive. An order of magnitude number supports site selection, a conceptual estimate supports the pro forma, assemblies and detailed estimates track design development, and a bid estimate prices the documents on bid day. Public and institutional owners often require this progression to be documented, and the construction estimating methods used at each stage have to match the design completion level.

Industrial and manufacturing projects lean on equipment cost estimating and piping takeoff, where equipment can be 40% or more of total installed cost. On those jobs, the estimate is built around vendor quotes, process flow diagrams, and commodity pricing rather than building square footage. Industrial Estimating Services covers that scope in detail.

Tenant improvement and renovation work needs a detailed estimate early. Existing conditions create unknowns that a square foot number cannot capture: concealed MEP, structural capacity, ADA upgrades, and landlord work-letter limits. A detailed estimate plus a well-built contingency is the only honest number.

Infrastructure and public works projects use AACE estimate classes and require a documented basis of estimate for funding approval. The class, the design completion level, and the expected accuracy range all have to line up before the money is released. Browse Estimating by Project Type for how each sector handles the progression.

Match the estimate type to the decision being made, not to the calendar. A detailed estimate produced too early wastes hours; a conceptual estimate used to sign a contract transfers risk you cannot price.

When to Bring In a Professional Estimate or Takeoff

You can build an order of magnitude or conceptual number in-house with a few benchmarks and a spreadsheet. The point where you should bring in a professional is when the number will be used to sign a contract, secure financing, or submit a competitive bid. At that point the cost of being wrong is larger than the cost of the estimate.

Bring in a takeoff service when drawings are complete enough to count but your team lacks the hours to do it before bid day. A quantity takeoff for estimating is mechanical work: measuring, counting, and listing. If your estimator is also running subcontractor solicitation and reviewing addenda, the takeoff is what slips. See Construction Takeoff Services for how a measured takeoff is delivered back to you.

Bring in an estimator when the project type is outside your normal work. Cold storage, healthcare, data center, and federal work each carry their own cost drivers, labor factors, and code requirements. A contractor who builds retail centers can price a retail center in their sleep and will miss the med gas, infection control, and commissioning scope on a hospital. Construction Estimating Consultant support makes sense when you need that expertise for one bid, not a permanent hire.

A second-opinion review catches scope gaps, math errors, and missing divisions before submission. An estimate review is not a re-estimate; it is a structured check of quantities, pricing, labor factors, and completeness against the bid documents. It is the cheapest insurance you can buy on a hard bid. Estimate review and audit services are built for exactly this step.

If you are outsourcing the whole scope, Outsource Estimating Services covers how a dedicated estimator plugs into your workflow. Scope Precision Estimate offers same-day quotes, bid-ready estimates in 24–48 hours for most projects, rush turnaround when bid day is close, and 20% off for new clients. Upload your plans through Get an Estimate and you will have a quote the same day.

The right time to call is before you are committed, not the night before the bid. A takeoff that arrives at 4 p.m. on bid day cannot change your number.

Frequently asked questions

What is the difference between a preliminary estimate and a detailed estimate?

A preliminary estimate is built from incomplete design, usually schematic drawings or a program area, and prices major systems with allowances and unit rates. A detailed estimate is built from complete drawings and specifications, pricing every line item by quantity, material, labor, equipment, and markup. Preliminary estimates typically land within -15%/+20% of final cost, while detailed estimates tighten to about -5%/+10%. The detailed version requires a full quantity takeoff, which is why teams often use a quantity takeoff service to produce it accurately.

How accurate is an order of magnitude estimate?

An order of magnitude estimate is commonly expected to fall within roughly -30%/+50% of the final cost. It is prepared in the first days of a project, often before any drawings exist, using cost per unit of capacity such as dollars per bed, per megawatt, or per square foot. Treat it as a screening tool to decide whether a project is worth pursuing, not as a number you can commit to a lender or owner. If the range cannot absorb a 30% swing, you need more design before you can trust it.

What are the AACE estimate classes and how do they map to construction stages?

AACE International defines five estimate classes, from Class 5 to Class 1. Class 5 aligns with concept screening and carries the widest accuracy range, Class 4 with feasibility and preliminary design, Class 3 with design development, Class 2 with detailed design, and Class 1 with bid-ready documents. The classes map closely to the seven estimate types in this post: order of magnitude is Class 5, conceptual and square foot are Class 4, assemblies is Class 3, detailed is Class 2, and bid and control estimates are Class 1.

Can I use a construction estimate calculator for a bid?

No. A calculator or cost-per-square-foot database produces a Class 4 or Class 5 number, which is fine for budgeting but too coarse for a bid. A bid must be priced from the actual documents: counted fixtures, measured wall areas, specified assemblies, and current quotes from your subcontractors. Calculators also miss project-specific conditions like site access, phasing, prevailing wage, and winter work. Use calculators to sanity-check a bid, never to build one. For bid-level pricing, see bid estimating services.

What is a bid estimate and what should it include?

A bid estimate is the final price you submit, built from complete bid documents and the project manual. It should include a full quantity takeoff by CSI division, labor hours at your crew's productivity rates, material pricing with current quotes, equipment costs, subcontractor bids, general conditions, permits and fees, insurance and bonds, overhead, profit, and contingency. It should also document exclusions, alternates, unit prices, and assumptions. Anything left out becomes a claim or a loss, so build a written scope matrix before you price.

How do I choose between self-performing and subcontractor quotes in an estimate?

Compare your own crew's fully burdened labor rate and realistic productivity against the sub's quote, then add the risk each option carries. Self-performing gives you control over schedule and markup but requires available crews, supervision, and equipment. Subcontracting transfers productivity risk but adds markup and coordination exposure. Price both on the same scope, including mobilization, cleanup, and warranty, then choose on total cost and schedule reliability, not just the lowest number. A subcontractor estimating service can help you benchmark quotes.

What waste factor should I use for drywall, concrete, and tile?

Typical waste factors are 10% for drywall sheets and board, 5% to 10% for ready-mix concrete depending on foundation complexity and pour method, and 10% to 15% for tile, with 15% or more for diagonal layouts, large-format tile, or intricate patterns. Add extra for cut-heavy areas, small rooms, and repairs. Always order by the manufacturer's packaging unit and round up to full sheets, pallets, or trucks. Waste is a planning allowance, not a markup, so keep it visible in the takeoff rather than buried in unit rates.

When should I hire a professional estimating service instead of estimating in-house?

Bring in outside help when bid volume exceeds your estimating capacity, when a project type is outside your crew's experience, or when a missed scope item would cost more than the fee. Professional estimators also help when you need a second opinion on a number before you commit, or when you are chasing work in a new region with unfamiliar labor rates. A construction estimating consultant can produce a bid-ready takeoff in 24 to 48 hours, which keeps your team focused on building.

RH

Written by Ryan H.

Senior Estimator, 15+ years in construction estimating and cost planning.

  • Construction cost estimating
  • Quantity takeoffs
  • Material and labor cost analysis
  • Bid preparation and evaluation
  • Drawing and specification review

Keep reading

Send Your Plans for a Same-Day Estimate Quote

Same-day quotes, bid-ready in 48 hours, and 20% off.

  1. We review the set and check for missing sheets or addenda.
  2. You get a quote with a price and a delivery date.
  3. You approve and we start the takeoff.
  4. You receive the Excel estimate and marked-up plans.
Upload plans for a quote
Call Us