Scope Precision EstimateContact Us

BIM Estimating Services (5D)

Send us your federated Revit or Navisworks model. We return model-based quantities and a 5D cost-loaded estimate in Excel and PDF, organized by CSI MasterFormat division.

24–48 hours for most projectsTypical turnaround
Excel + marked-up PDFsOrganized by CSI section
ZIP-code pricingLocal material and labor
Price confirmed firstBefore any work starts
Sample estimate sheet
Division 03 — ConcreteSample format
Line itemQtyUnitConcrete
Continuous footing 24" × 12"412LF30.5 CY
Suspended slab 8" thick18,400SF455.3 CY
Interior column 16" × 16"36EA12.8 CY
Elevated slab on metal deck 6"22,500SF416.7 CY
Grade beam 18" × 24"680LF90.7 CY
Total concrete1,006.0 CY
Illustrative quantities. Waste factor applied as a separate line.
Formwork and rebar separate

What is BIM estimating (5D)?

BIM estimating (5D) extracts quantities from a Revit or Navisworks model, maps them to CSI MasterFormat divisions, and applies ZIP-code-adjusted material and labor pricing to produce a cost-loaded estimate. Units include CY, SF, LF, EA, TON, CF, GAL, and HR. Deliverables are an Excel workbook and marked-up plan set.

  • Quantities are extracted by element category and level in units such as CY, SF, LF, EA, TON, CF, GAL, and HR.
  • Typical waste factors range from 5–10% for most materials, but confirm with your supplier.
  • The most common costly miss is failing to run clash detection, which double-counts overlapping elements.

You have a Revit or Navisworks model and need quantities you can trust and a cost-loaded estimate you can use for budgeting, bidding, or change management. We extract model-based quantities, map them to CSI MasterFormat divisions, and apply ZIP-code-adjusted material and labor pricing to produce a 5D estimate. This service is for general contractors, owners, and VDC managers who want to skip manual takeoff and get straight to cost. If you are still in schematic design, our Preliminary & Conceptual Estimating may fit better. For a full estimate from 2D drawings, see Construction Estimating Services.

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 federated model in Navisworks or your native Revit file. We run clash detection to identify overlaps that would double-count quantities, then extract quantities by element category and level. We organize the estimate by CSI MasterFormat division, with quantities in CY, SF, LF, EA, TON, CF, GAL, and HR. We use Bluebeam Revu for markups, PlanSwift for 2D takeoff when needed, and RSMeans data for pricing. Turnaround is 24–48 hours for most projects, with rush available. Every estimate includes a marked-up plan set and a detailed Excel workbook. For model-based quantities alone, see Quantity Takeoff Services. If you need a second opinion on an existing estimate, our Estimate Review & Second-Opinion Audit can help.

Our BIM takeoff services read the model as a cost document, not just a drawing set. We group elements by assembly so the same wall type carries its Division 09 finishes and Division 26 electrical devices, then publish a cost breakdown structure you can load into a 4D scheduling sequence. For contractors who need a bid-ready number, we run bid leveling against your own subcontractor quotes and flag scope gaps before you submit. If you are evaluating a model from an outside design team, we can also work from IFC 4 or IFC 2x3 exports when the native file is not released. For trade-specific scopes, our Material Takeoff Services and Labor Cost Estimating Services break the same model down by division. When you need a quantity surveyor's view of the model, see Quantity Surveyor Services.

Services

What our BIM estimating services cover

We extract quantities from your Revit or Navisworks model, validate them against the drawings, and price them with ZIP-adjusted labor and material rates. The result is a 5D estimate you can load into your schedule for cash-flow analysis or use for bid validation.

Concrete & Formwork

Concrete volume by mix and placement, formwork contact area, and rebar weight derived from model elements.

CY · SF · TON

Structural Steel

Steel tonnage by member size and connection plates where modeled, priced with ZIP-adjusted rates.

TON · EA

MEP Systems

Duct area, pipe length by size, and conduit length by system, extracted from MEP model elements.

SF · LF · EA

Doors & Hardware

Door and hardware set counts with keying schedule cross-check, including frames and finish hardware.

EA

Finishes

Finish area takeoff for floors, walls, and ceilings with opening deductions, by room and level.

SF

Clash Detection

Identify overlaps that would double-count quantities, with a report of resolved clashes.

EA

Marked-Up Plans

Plan sets marked with quantity locations and element tags for easy verification.

PDF

Excel Workbook

Detailed estimate organized by CSI MasterFormat division with backup calculations and formulas.

Excel

What every bim estimating services (5d) takeoff includes

  • Model-based quantity extraction by element category and level
  • Clash detection to prevent double-counting of overlapping elements
  • CSI MasterFormat division organization for all quantities
  • ZIP-code-adjusted material and labor pricing using RSMeans data
  • Formwork contact area and rebar weight derived from concrete elements
  • Structural steel tonnage including connection plates where modeled
  • MEP quantities by size and system (duct area, pipe length, conduit length)
  • Door and hardware set counts with keying schedule cross-check
  • Finish area takeoff with opening deductions
  • Marked-up plan sets showing quantity locations
  • Excel and PDF deliverables with backup calculations
  • Rush turnaround available for time-critical bids
How we work

How our BIM estimator produces a 5D estimate

  1. Model review and validationWe open your Revit or Navisworks file and check model completeness. We look for missing elements, such as rebar not modeled, and note where we will rely on drawings. We run a clash detection report to identify overlaps that would double-count quantities, such as ducts passing through walls. We confirm the model coordinate system and levels match the drawings. We also check that all levels and grids are present and that the model is not missing entire floors or zones. If we find gaps, we document them and request the missing information from you.
  2. Quantity extraction by categoryWe extract quantities by element category: walls, floors, columns, ducts, pipes, conduits, and equipment. For concrete, we take volume in cubic yards and formwork contact area in square feet. For steel, we take tonnage including connection plates if modeled. We export quantities to Excel with element IDs for traceability. We also group quantities by level and area to support cost loading. We validate the extracted quantities against the model's own schedules and against the drawings. Any discrepancies are flagged for review.
  3. Opening and penetration deductionsWe subtract openings and penetrations from area and volume quantities. For walls, we deduct doors and windows over 10 SF. For slabs, we deduct openings larger than 2 SF. For ducts, we account for penetrations through rated walls. This step prevents over-ordering and is a common source of error in model-based takeoff. We cross-check against architectural and structural drawings to ensure no opening is missed. We also deduct for sleeves and blockouts in concrete. The result is a net quantity that reflects actual installed conditions.
  4. MEP system takeoffWe measure ductwork by size and system, pipe by size and material, and conduit by size and voltage. We count fixtures, devices, and equipment. We include hangers and supports as a percentage allowance unless modeled. We cross-check against schedules and single-line diagrams. We also verify that all systems are modeled and that no trades are missing. For example, we check for fire protection piping and medical gas if applicable. We extract quantities by system to support trade-specific pricing and coordination.
  5. Pricing with ZIP-adjusted ratesWe apply RSMeans data adjusted for your ZIP code to material and labor quantities. We add waste factors by material: typical 5% for concrete, 10% for gypsum board, 2% for structural steel. We separate labor and material costs so you can adjust for union vs. open shop. We also apply sales tax where applicable and add allowances for small tools and consumables. If you have historical rates, we can use those instead. We document every assumption and rate source in the backup.
  6. 5D cost loading and deliverableWe organize the estimate by CSI MasterFormat division and load costs to model elements or schedule activities. We deliver an Excel workbook with quantities, unit costs, and totals, plus a PDF with marked-up plans showing quantity locations. Turnaround is 24–48 hours for most projects. We also provide a clash detection report and a list of model gaps. If you need a schedule of values, we can format the estimate to match your pay application. We include a summary of alternates priced, such as structural steel vs. concrete frame.

What we need from you

  • Federated modelRevit or Navisworks file with all trades combined. If separate models, provide each and we will federate.
  • 2D drawingsPDF or DWG of architectural, structural, and MEP sheets for cross-checking and filling model gaps.
  • SpecificationsProject manual or spec sections to confirm material types, finishes, and hardware sets.
  • ScheduleIf you need 5D cost loading, provide the project schedule in P6, MS Project, or Excel.
  • Pricing dateThe date for material and labor pricing, so we can apply the correct RSMeans quarter.
  • ZIP codeProject ZIP code for location-adjusted pricing.
  • Bid formIf you are bidding, provide the bid form so we can format the estimate to match.
Sample output

Sample BIM quantity takeoff format

This is how we present model-based quantities. Each line ties to a model element or drawing sheet.

Sample format — illustrative quantities
SectionLine itemQtyUnitRef.
033000Cast-in-place concrete, continuous footing 24" × 12"412LFS-101
033000Cast-in-place concrete, suspended slab 8" thick18,400SFS-102
051200Structural steel, W12×26 beam680LFS-201
092900Gypsum board, 5/8" Type X on metal studs22,500SFA-301
233113HVAC ductwork, rectangular 24" × 12"1,200LFM-401
260519Conductors, THHN #12 AWG8,500LFE-501
033000Cast-in-place concrete, interior column 16" × 16"36EAS-103
033000Cast-in-place concrete, grade beam 18" × 24"680LFS-104
055000Metal fabrications, misc. steel lintels1,200LBS-301
081113Hollow metal doors, 3'-0" × 7'-0"24EAA-601
095113Acoustical panel ceilings, 2×2 lay-in8,500SFA-302
220000Plumbing, PVC pipe 4" diameter600LFP-201
230000HVAC, galvanized duct 12" × 8"800LFM-402
260000Electrical, EMT conduit 3/4"2,500LFE-502
310000Sitework, excavation for footings350CYC-101

Units of measure in an IFC model takeoff

We measure each item in the unit your trade uses, and we show the derivation so you can audit it.

ItemUnitHow it's measured
Concrete volume by elementCYModel volume converted from cubic feet to cubic yards; excludes rebar and embeds.
Formwork contact areaSFSurface area of concrete elements in contact with formwork; excludes slab soffit if pan deck.
Reinforcing steel weightTONBar length from model or drawings multiplied by unit weight; includes laps and dowels.
Structural steel tonnageTONMember length times weight per foot; connection plates added from details.
Metal deck areaSFPlan area of deck including side laps; excludes openings larger than 2 SF.
Gypsum board areaSFWall and ceiling surface area; deducts openings over 10 SF.
Suspended ceiling areaSFPlan area of ceiling grid; excludes areas with no ceiling.
Ductwork area by sizeSFSurface area of duct runs by size; includes fittings and allowances.
Pipe and conduit lengthLFCenterline length by size and system; includes fittings and valves.
Light fixtures and devicesEACount from model; cross-checked against panel schedules and drawings.
Doors and hardware setsEACount from model; hardware sets per door schedule and keying.
Paint and finish areaSFSurface area of walls, ceilings, and trim; deducts openings.
Roofing areaSFPlan area plus slope allowance; includes flashing and edge metal.
Equipment countEACount from model; includes anchors and supports if modeled.

Worked example: concrete takeoff from a Revit model

This walkthrough shows how we derive quantities for a small concrete scope from a Revit model. All dimensions are illustrative.

Step 1 — Isolate the element category. In Revit, filter the model to Structural Foundations and Structural Columns. Export a schedule with volume (CF), level, and type name.

Step 2 — Extract raw quantities. The schedule returns:

  • Continuous footings: 412 LF, 24" × 12" cross-section
  • Interior columns: 36 EA, 16" × 16" × 10'-0" high
  • Grade beams: 680 LF, 18" × 24"

Step 3 — Convert to cubic yards. For footings, volume = 412 LF × 2.0 ft × 1.0 ft = 824 CF. Columns: 36 × (1.333 ft × 1.333 ft × 10 ft) = 36 × 17.78 CF = 640 CF. Grade beams: 680 × 1.5 ft × 2.0 ft = 2,040 CF. Total volume = 824 + 640 + 2,040 = 3,504 CF. Divide by 27 to get CY: 3,504 ÷ 27 = 129.8 CY.

Step 4 — Apply waste as a separate line. Typical waste for cast-in-place concrete is 5%. Waste = 129.8 × 0.05 = 6.5 CY. Ordered quantity = 129.8 + 6.5 = 136.3 CY.

Step 5 — Derive formwork contact area. Footings: two sides + two ends per run. Assume 412 LF of continuous footing: side area = 412 × 2 × 1.0 ft = 824 SF; end area is negligible for continuous runs. Columns: 36 × 4 sides × 1.333 ft × 10 ft = 1,920 SF. Grade beams: 680 × 2 sides × 2.0 ft = 2,720 SF. Total formwork = 824 + 1,920 + 2,720 = 5,464 SF.

Step 6 — Calculate reinforcing steel. Assume #5 bars at 12" o.c. each way in footings and grade beams, and #6 verticals in columns. For footings: 412 LF × 2 directions × 0.668 LF/lb? Actually, use unit weight: #5 = 1.043 lb/ft. Total linear feet of rebar = (412 × 2) + (680 × 2) + (36 × 4 × 10) = 824 + 1,360 + 1,440 = 3,624 LF. Weight = 3,624 × 1.043 = 3,780 lb = 1.89 tons. Add 10% for laps and dowels: 1.89 × 1.10 = 2.08 tons.

Step 7 — Validate against drawings. Cross-check footing sizes and column locations on S-101 and S-103. If the model shows a footing size that differs from the drawing, we flag it and use the drawing dimension.

This sequence produces auditable quantities for Division 03. We then price each line with ZIP-adjusted RSMeans data and deliver an Excel workbook with backup calculations.

Cost drivers

What drives cost in model based estimating

Relative impact on a typical estimate for this trade, based on estimator judgment. Select a bar for details.

Scale: 1 = minor, 5 = major relative impact. Estimator judgment, not measured data.
Relative impact 5 / 5

Model completeness

If rebar, connections, or hangers are not modeled, we must add them from drawings or allowances. A model with 90% of elements modeled takes less time to validate than one with 60%. We document every gap and how we filled it. For example, if rebar is not modeled, we calculate it from concrete element volumes using typical reinforcement ratios. If connection plates are missing, we add a percentage allowance based on typical connection weight. We also check for missing elements such as firestopping, roof curbs, and edge metal.

Model completeness

If rebar, connections, or hangers are not modeled, we must add them from drawings or allowances. A model with 90% of elements modeled takes less time to validate than one with 60%. We document every gap and how we filled it. For example, if rebar is not modeled, we calculate it from concrete element volumes using typical reinforcement ratios. If connection plates are missing, we add a percentage allowance based on typical connection weight. We also check for missing elements such as firestopping, roof curbs, and edge metal.

Level of detail

LOD 300 models give reliable quantities for major elements. LOD 350 adds connections and penetrations. LOD 400 includes fabrication details. Higher LOD reduces our reliance on drawings but may not change the estimate if we already account for those items. For example, if a model is LOD 300 and does not include connection plates, we add an allowance. If it is LOD 400 and includes them, we take them off directly. The cost impact is minimal if the allowance is accurate, but the time to validate is lower with higher LOD.

Clash detection results

A model with many clashes requires more time to resolve double-counting. For example, if ducts pass through walls, we must deduct the wall area and not count the duct twice. We run clash detection and adjust quantities accordingly. We also check for clashes between structural and MEP elements, which can affect quantities and costs. The number and severity of clashes directly impact the time we spend on validation and the accuracy of the final quantities. We document all clashes and how we resolved them.

Material system choice

Alternates such as structural steel vs. concrete frame change quantities and costs. We can price both from the same model if both are modeled, or we can model the alternate from drawings. This supports value engineering. For example, if you are considering a steel frame instead of concrete, we can extract quantities for both and compare costs. We also price different finishes, roof systems, and MEP materials. The cost difference can be significant, and having both options priced helps you make informed decisions.

Labor market

ZIP-code-adjusted labor rates reflect local union vs. open shop conditions. We use RSMeans data, which we update quarterly. If you have historical rates, we can apply them instead. We also adjust for prevailing wage if required. For example, a project in a union-heavy area will have higher labor rates than one in a right-to-work state. We document the labor rate source and any adjustments. This ensures your estimate reflects the actual labor market conditions for your project location.

Model accuracy and coordination

The accuracy of your model directly affects the reliability of our quantities. If the model is not coordinated, we may need to make assumptions about sizes and locations. We check for consistency between architectural, structural, and MEP models. For example, if a wall is shown in the architectural model but not in the structural model, we must determine which is correct. We document all assumptions and coordinate with you to resolve discrepancies. A well-coordinated model reduces the time and cost of our estimating service.

Project size and complexity

Larger and more complex projects require more time to extract and validate quantities. A high-rise with multiple levels and systems will take longer than a single-story building. We consider the number of levels, the variety of systems, and the amount of detail in the model. For example, a hospital with extensive MEP systems will require more time than a warehouse. We provide a firm turnaround time after reviewing your model. Complexity also affects the number of line items and the level of detail in the estimate.

Scope gaps

Common gaps in a BIM quantity takeoff

Models are not perfect. These are the items we check on every project because they are frequently missing or modeled incorrectly.

  • Wall openings and penetrations are often not subtracted from area quantities. This gap hides in the architectural model where doors and windows are placed but wall areas remain gross. We check door and window schedules and deduct openings over 10 SF from wall areas.
  • Structural steel connection plates and bolts are rarely modeled. The gap hides in the structural model where beams and columns are shown but connections are omitted. We add a percentage allowance based on typical connection weight, or take off from details if provided.
  • MEP hangers, supports, and seismic bracing are typically not modeled. The gap hides in the MEP models where pipes and ducts are drawn without supports. We add a percentage allowance unless modeled, and we check for seismic requirements in the spec.
  • Firestopping at rated penetrations is almost never modeled. The gap hides at the intersection of MEP and rated walls or floors. We count penetrations through rated assemblies and add firestop quantities by type based on the UL system listed.
  • Roof curbs, flashings, and edge metal are not modeled. The gap hides in the roof plan and details, which are often 2D only. We take off from roof plans and details, since these are rarely modeled, and add them as separate line items.
  • Concrete formwork and shoring are not modeled. The gap hides in the concrete elements themselves, which show volume but not contact area. We calculate formwork contact area from concrete element surfaces and add shoring as a separate line.
  • Door hardware sets and keying are not modeled. The gap hides in the door schedule and hardware spec, which are separate from the door family. We cross-check the hardware schedule and keying plan, and we count sets per door, including closers, stops, and cylinders.
  • Finish transitions and edge conditions are often omitted. The gap hides at floor and wall intersections in the architectural model. We check for transition strips, edge trim, and corner guards, which are often omitted from models, and add them by linear foot.
  • Sitework and underground utilities outside the building model are excluded. The gap hides in the civil drawings, which are not part of the building model. We note that these are excluded and refer to a separate sitework estimate, or we can price them from civil drawings if provided.
  • Coatings and fireproofing on structural members are not modeled. The gap hides in the structural model where steel is shown bare. We add these as separate lines based on surface area and spec requirements, including intumescent paint or spray-applied fire-resistive materials.

Material system comparisons from one model

We can price alternates from the model or from drawings to support value engineering.

SystemQuantity impactCost driverSchedule impact
Structural steel frame vs. concrete frameSteel: tons and deck area; Concrete: CY, formwork SF, rebar tonsSteel: mill orders and erection labor; Concrete: formwork and rebar laborSteel: faster erection; Concrete: longer curing
Gypsum board vs. modular partitionsGypsum: SF of board and studs; Modular: LF of panelGypsum: labor-intensive finishing; Modular: factory fabricationModular: faster installation, less site labor
Cast-in-place vs. precast concreteCIP: CY and formwork; Precast: EA of panelsCIP: formwork and shoring; Precast: crane and connectionsPrecast: faster, weather-dependent
Ductwork: rectangular vs. spiralRectangular: SF of sheet metal; Spiral: LF of round ductRectangular: more fittings and labor; Spiral: less leakageSpiral: faster installation
Roofing: TPO vs. modified bitumenArea same; flashing and edge metal differTPO: heat-welded seams; Mod bit: torching or adhesiveTPO: faster, weather-sensitive
Codes and standards

Codes and specs that affect model-based quantities

Model codes

For 5D estimating from Revit and Navisworks models, the adopted IBC and IRC editions drive element sizing that your quantities inherit. IBC Chapter 16 (structural loads) sets wind, snow, and seismic criteria; Chapter 17 covers special inspections that add testing line items. IECC Chapters 4 and 5 govern envelope insulation and glazing U-values, changing wall and roof assembly quantities. NEC Article 220 and Chapter 9 Annex D affect load calculations and conductor counts; IPC/UPC Chapters 3–7 govern fixture units and pipe sizing; NFPA 13 occupancy and hazard classification set sprinkler head counts and pipe diameters. Confirm the adopted edition with the local building department before locking quantities.

Industry standards

We validate model quantities against ACI 318 for concrete cover and reinforcement, AISC 360 and the AISC Steel Construction Manual for connection and bolt counts, ASTM A615 for rebar properties, SMACNA HVAC Duct Construction Standards for duct gauge and seal class, GA-216 for gypsum board application, and NRCA roof installation details. ASHRAE 90.1 and 62.1 affect HVAC equipment sizing and ventilation rates, which flow into equipment counts and duct quantities. Each standard changes waste factors, labor constants, or both. For example, a higher SMACNA seal class increases sealant quantity per joint; AISC connection type changes bolt and plate counts. These checks catch model omissions before pricing.

Specification sections

Read Division 03 (033000 Cast-in-Place Concrete, 031000 Concrete Forming) for strength, reinforcement, and formwork type that change contact area and labor. Division 05 (051200 Structural Steel) lists connection details and coatings that affect bolt and paint quantities. Division 09 (092900 Gypsum Board, 095113 Acoustical Panel Ceilings) governs board layers and ceiling grid counts. Division 22 (221116 Domestic Water Piping) and Division 23 (233113 Metal Ducts) set pipe and duct materials; Division 26 (260519 Low-Voltage Conductors) sets conductor counts. Clauses on submittals, execution, and materials move the price; a specified formwork type or duct seal class changes takeoff quantities directly.

Local amendments

Adopted code editions vary by state and city; many jurisdictions amend IBC for snow loads, seismic zones, or energy requirements. These amendments change model quantities: higher ground snow load increases roof framing and connection steel; stricter energy code increases insulation thickness and glazing specifications; local fire amendments can add sprinkler heads. We apply ZIP-code-adjusted material and labor pricing, but code requirements must be confirmed with the local building department. We note assumptions in our Excel and PDF deliverables and flag where local amendments may affect quantities, so your bid or budget reflects the jurisdiction of record.

Who we provide estimates for

Who uses outsourced BIM estimating

General contractors

You need a 5D estimate to validate bids or to budget a project. Model-based quantities reduce takeoff time and give you a cost-loaded schedule for cash-flow analysis.

Owners and developers

You want an independent cost check on a design. A 5D estimate from the model shows where cost is concentrated and supports value engineering decisions.

VDC managers

You have the model but not the estimating staff. We extract quantities and price them, so you can focus on coordination and clash detection.

Architects

You need cost feedback during design. Model-based estimating gives you quantities and costs without a full manual takeoff, helping you keep the design on budget.

Subcontractors

You bid from a model and need quantities for your scope. We can extract just your trade and price it with your labor rates.

Where we provide estimates

BIM Estimating Services (5D) in 20 states

Pricing is adjusted to the project ZIP code. Select a highlighted state to see the cities we cover there.

States we coverSelected
TX

BIM Estimating Services (5D) in Texas

Nation's largest construction market; Sun Belt population growth, data centers, semiconductor plants, and single-family home building.

Texas estimating services
Property types

Project types and what changes in the takeoff

Model-based estimating applies across building types, but the takeoff emphasis shifts with structure and systems.

Multifamily residential

Unit counts drive door, fixture, and finish quantities; repeated floor plans allow area multipliers.

Watch for: Watch for unit mix changes and balcony waterproofing not modeled.

Commercial office

Core and shell concrete and steel dominate; tenant improvements often modeled separately.

Watch for: Confirm whether TI is in scope; check ceiling heights and MEP coordination.

Healthcare

Extensive MEP and medical gas systems; wall types and fire ratings multiply.

Watch for: Verify penetration firestopping and seismic bracing quantities.

K-12 education

Large roof areas and repetitive classrooms; gymnasiums and kitchens add specialty equipment.

Watch for: Check roof curbs and equipment supports not modeled.

Warehouse / industrial

Slab-on-grade and tilt-up or precast panels; minimal interior finishes.

Watch for: Watch for slab thickness changes and joint layout.

Hospitality

Guest room modules repeat; corridor and lobby finishes vary.

Watch for: Confirm FF&E is excluded and casework is modeled.

Deliverables

What you receive

  • A 5D cost-loaded estimate in Excel, organized by CSI MasterFormat division, with quantities, unit costs, and totals.
  • A PDF with marked-up plans showing quantity locations and element IDs for traceability.
  • A clash detection report identifying overlaps that affect quantities.
  • A list of model gaps and how we filled them, with references to drawings or allowances.
  • A backup calculation workbook showing how each quantity was derived.
  • A schedule of values formatted for your pay application, if requested.
  • A summary of alternates priced, such as structural steel vs. concrete frame.
Checklist

Pre-bid checks for a model based takeoff

  • Confirm model includes all disciplines and levels.
  • Check that elements are modeled to correct LOD.
  • Verify units and coordinate system match drawings.
  • Run clash detection and review overlaps.
  • Confirm openings and penetrations are modeled.
  • Check for missing rebar, connections, and hangers.
  • Verify MEP systems are complete and sized.
  • Confirm door and hardware schedules match model.
  • Check roof plan for curbs, flashings, and edge metal.
  • Verify sitework and utilities are excluded or included.
  • Confirm pricing date and ZIP code for rates.
  • Review specifications for material and execution requirements.
Client reviews

What clients say about Scope Precision Estimate

10 client reviews
MA
Michael AndersonGeneral Contractor

The cost estimate was detailed, accurate, and easy to understand. It helped us prepare our bid confidently and stay competitive without overlooking important costs.

AW
Andrew WilsonGeneral Contractor

Highly recommended for construction cost estimating. The quantities were accurate, the pricing was well organized, and the final report was easy to review.

MD
Matthew DavisConstruction Manager

Their construction estimate was thorough and professionally prepared. It made our budgeting process much easier and helped us identify potential cost issues early.

CM
Christopher MillerResidential Builder

We needed a quick and accurate construction cost estimate, and they delivered exactly what we needed. Great attention to detail and a very responsive team.

BT
Brian TaylorProject Estimator

Fast, accurate, and dependable estimating service. They understood the project requirements quickly and provided a detailed estimate without unnecessary delays.

RW
Robert WilliamsEstimating Manager

Professional and reliable estimating service. The detailed quantity takeoff helped us reduce pricing errors and submit our proposal on time.

FAQ

BIM Estimating Services (5D) questions

What file formats do you accept for the model?

We accept native Revit (.rvt) and Navisworks (.nwd, .nwc) files. If you have IFC or other formats, we can often import them, but native files give the most reliable quantities. We also ask for 2D PDFs or DWGs for cross-checking. If your model is federated in Navisworks, send the combined file; otherwise, send each trade model and we will federate. For best results, include the latest architectural, structural, and MEP models, plus the specification book. If you have a point cloud or laser scan, we can incorporate it for existing conditions. We confirm model completeness and note any missing elements before starting.

How do you handle elements that are not modeled?

We document every missing element and either calculate it from drawings or apply a typical allowance. For example, if rebar is not modeled, we calculate it from concrete volumes using typical reinforcement ratios. If connection plates are missing, we add a percentage allowance. We list all assumptions in the backup so you can adjust them. For MEP, if hangers and supports are not modeled, we apply a per-foot or per-unit allowance based on typical spacing. We also check for missing firestopping, roof curbs, and equipment pads. Each allowance is clearly labeled in the estimate, and we recommend verifying with trade partners before finalizing bids.

Can you extract quantities for just one trade?

Yes. If you are a subcontractor and only need your scope, we can filter the model to your trade and extract only those quantities. We price them with your labor rates if provided, or with ZIP-adjusted RSMeans rates. The deliverable is a trade-specific estimate with the same level of detail. For example, a mechanical contractor can receive ductwork quantities by size and length, pipe by diameter and material, and equipment counts. We also provide a marked-up model view or PDF showing where quantities were taken. This helps you verify counts and ensure nothing is missed in your bid.

What is the turnaround time for a 5D estimate?

Most projects take 24–48 hours from receipt of a complete model and drawings. Larger or more complex projects may take longer. Rush service is available for time-critical bids. We confirm turnaround after reviewing your files. Factors that affect timing include model size, number of disciplines, level of detail, and whether we need to federate multiple models. If your model is well-organized and includes all necessary elements, we can often deliver within 24 hours. For projects requiring extensive validation or missing details, we will provide a revised schedule. We keep you informed of progress and any issues that may affect delivery.

How do you ensure quantities are accurate?

We validate extracted quantities against the model's own schedules and against the 2D drawings. We run clash detection to prevent double-counting. We deduct openings and penetrations. We also cross-check counts against panel schedules, door schedules, and equipment lists. Any discrepancy is flagged and resolved with you. For structural elements, we compare model volumes to calculated volumes from dimensions. For MEP, we check pipe and duct lengths against riser diagrams and floor plans. We also review the model for common errors such as overlapping elements, incorrect levels, or missing elements. Our goal is to provide quantities you can trust for bidding and procurement.

Do you provide a cost-loaded schedule?

Yes. If you provide a project schedule in P6, MS Project, or Excel, we can map costs to activities or model elements. This gives you a 5D model for cash-flow analysis. If you do not have a schedule, we can provide costs organized by CSI division and level, which you can load into your own schedule. We can also map costs to a Work Breakdown Structure (WBS) or to specific model elements using unique IDs. This allows you to track costs over time and compare planned versus actual. For owners and developers, this supports draw requests and financial reporting. We can format the output to match your existing schedule of values.

What if my model is LOD 300 and lacks details?

LOD 300 models give reliable quantities for major elements. For missing details like connections, hangers, or firestopping, we add allowances based on typical percentages. We document each allowance. The estimate remains accurate for budgeting, but you should review the allowances with your trade partners. For example, if steel connections are not modeled, we add a percentage of steel tonnage for connection material and bolts. If duct hangers are not modeled, we add a per-foot allowance. We also note where LOD 300 may not capture changes in elevation or complex geometry. In some cases, we may recommend upgrading the model to LOD 350 for better accuracy in specific areas.

Can you compare alternate materials from the same model?

Yes. If both alternates are modeled, we extract quantities for each. If only one is modeled, we can model the alternate from drawings or apply parametric adjustments. We price both and present a comparison, including cost and schedule impact. This supports value engineering and decision-making. For example, we can compare a steel frame versus a concrete frame, or TPO versus modified bitumen roofing. We provide a side-by-side table showing quantities, unit costs, and totals. We also note any differences in schedule, such as curing time for concrete or weather sensitivity for roofing. This helps you make informed choices early in the design phase.

How do you price labor and materials?

We use RSMeans data adjusted for your ZIP code. We separate labor and material costs so you can adjust for union vs. open shop. We add waste factors by material and apply sales tax where applicable. If you have historical rates, we can use those instead. All rates and assumptions are documented. For labor, we consider crew composition, productivity, and site conditions. For materials, we use current market prices and note any volatility. We also include equipment costs where applicable, such as cranes or pumps. Our estimates are transparent, so you can see exactly how each line item is priced and make adjustments as needed.

What deliverables do I receive?

You receive an Excel workbook with quantities, unit costs, and totals organized by CSI MasterFormat division. You also get a PDF with marked-up plans showing quantity locations. Additional deliverables include a clash detection report, a list of model gaps, and backup calculations. A schedule of values can be formatted if requested. For 5D estimates, we can provide a cost-loaded schedule in your preferred format. We also include a summary of assumptions and exclusions. All deliverables are organized for easy review and integration into your estimating or project management software. We can customize the format to meet your specific needs.

Do you sign a non-disclosure agreement?

Yes, we can sign an NDA before you share your model and drawings. We treat all project information as confidential and do not share it with third parties. Our team works on secure servers and follows data protection protocols. We can also work within your own secure file transfer system if required. If you have specific security requirements, let us know and we will accommodate them. We understand that models and drawings contain sensitive information, and we take confidentiality seriously. We are happy to provide our standard NDA or review yours. Your data is used only for the purpose of preparing your estimate and is not retained beyond the project unless you request otherwise.

How do I get started?

Send us your model, drawings, specifications, and project ZIP code. We will review the files and confirm turnaround and scope. You can also request a quote through our Get an estimate page. For ongoing needs, consider a Dedicated Construction Estimator. Once we receive your files, we will check for completeness and let you know if anything is missing. We will then provide a firm turnaround time and cost. If you have a deadline, let us know and we will do our best to meet it. We can also sign an NDA before you send files. After delivery, we are available to answer questions and make adjustments.

Do you provide 5D BIM estimating with a cost-loaded schedule?

Yes. We map model quantities to a cost breakdown structure, then assign each line to a 4D scheduling sequence so the estimate becomes a cost-loaded schedule. You can track earned value against installed quantities and see which division is driving variance. This is the 5D BIM layer that turns a static takeoff into a project control tool. We deliver it in Excel, with the same quantities tied back to the model element IDs.

Can you run a BIM quantity takeoff from an IFC model?

Yes. We accept IFC 4 and IFC 2x3 exports when the native Revit file is not available. We check the IFC schema for property set completeness, then extract quantities by element category and level. Missing property sets are flagged so you know which quantities came from geometry and which came from parameters. This keeps the takeoff defensible when the model is issued by a third party.

How do you handle Revit estimating services for a single trade?

We filter the model to the trade scope you name, then take off only those elements. For Division 22 plumbing, that means fixtures, pipe runs, and valves by size and material. For Division 23 HVAC, it means ductwork by gauge and insulation, plus equipment. We still run clash detection on the filtered set to avoid double-counting where trades overlap. The output is a trade-specific Excel workbook with quantities in the units your subcontractors price.

How does a BIM estimator handle a model that is not fully coordinated?

We run clash detection in Navisworks or Autodesk Construction Cloud to find overlaps that would double-count quantities. Then we apply a coordination allowance for unresolved areas, typically 3–5% on MEP-intensive scopes. We document every assumption in the estimate so your BIM manager can review it. If the model is still in design, we can produce a parametric estimating range based on Uniformat assemblies instead of a hard bid number.

RH

Reviewed by Ryan H.

Senior Estimator, 15+ years in construction estimating and cost planning. is a Senior Estimator with more than 15 years of professional experience in construction estimating and cost planning.

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

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  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.
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