Cost Estimation for EPC Projects

Published: 20-Aug-2025

Cost estimation is one of the most critical activities in Engineering, Procurement, and Construction (EPC) projects, serving as the foundation for budgeting, bidding, financial approval, and cost control throughout the project lifecycle. It involves forecasting the total cost required to execute the project—including direct, indirect, contingency, and escalation costs—to establish an accurate budget. Given the inherent complexity, multi-disciplinary scope, and significant financial investments in EPC projects, a well-prepared estimate not only aligns project goals with budget constraints but also supports resource allocation, stakeholder communication, and risk mitigation. Conversely, inaccurate estimates can lead to cost overruns, disputes, and in severe cases, project failur

Industry practice relies heavily on structured estimating approaches such as those defined in the AACE International Classification System (RP 18R-97). This system defines five classes of estimates based on the project definition level, required inputs, and achievable accuracy.

Importance of Cost Estimation in EPC Projects

  • Budget Planning: Establishes a reliable cost baseline for EPC project funding, execution, and financial management.

  • Informed Decision-Making: Helps evaluate project feasibility and supports go/no-go approvals during the planning phase.

  • Risk Management: Identifies areas requiring contingency reserves to handle cost uncertainties and project risks.

  • Performance Monitoring: Provides a benchmark to track actual expenditures against planned budgets throughout the EPC lifecycle.

  • Stakeholder Confidence: Builds trust among clients, contractors, and investors by demonstrating thorough financial preparedness and project control.

Components of EPC Cost Estimation

ComponentDescriptionTypical InclusionsNotes / Considerations
Direct CostsCosts directly attributable to project executionMaterials, equipment, labor, subcontractor services, site construction, commissioningUsually derived from material take-offs (MTOs) and vendor quotes; forms the bulk of the estimate
Indirect CostsCosts not directly tied to physical construction but required for project executionProject management, engineering, design, permits, inspections, temporary facilitiesOften estimated as a percentage of direct costs; varies with project type and location
Contingency / Risk AllowanceReserve for uncertainties and scope changesDesign unknowns, schedule delays, technical risks, unforeseen site conditionsBased on risk assessment, typically higher in early stages (Class 5/4) and reduced in detailed engineering (Class 2/1)
EscalationAdjustment for future changes in material, labor, or currency costsInflation, commodity price increases, foreign exchange fluctuationsImportant for long-duration projects; applied separately from contingency
OverheadCompany-level costs to support project executionAdministrative expenses, corporate support functions, insurance, legal feesNot tied to a specific project activity; sometimes included in indirect costs
Profit / FeeContractor’s margin for undertaking the projectProfit, performance incentives, bonusesOften expressed as a % of total estimated cost; considered separately from overhead and contingency

Classes of Estimates as per AACE

Estimate ClassLevel of Project DefinitionTypical PurposeAccuracy Range (Typical)
Class 50%–2% (Concept Screening)Order of magnitude, feasibility-50% to +100%
Class 41%–15% (Study/Feasibility)Preliminary budget, concept selection-30% to +50%
Class 310%–40% (Budget Authorization / FEED)Budgeting, funding, bidding-20% to +30%
Class 230%–75% (Control or Bid/Tender)Control baseline, contractor bid-15% to +20%
Class 165%–100% (Definitive / Detailed)Final control estimate, LSTK contracts-10% to +15%

Estimation Across Project Phases

1. Basic Engineering Stage (Conceptual / Feasibility)

At this stage, the objective is to evaluate the technical feasibility and provide a rough cost indication for project approval or screening. Estimates here often correspond to Class 5 or Class 4.

  • Inputs Needed:

    • Preliminary process flow diagrams (PFDs)

    • Rough plant capacity and throughput requirements

    • Preliminary equipment lists (major items only)

    • Location and site conditions (e.g., offshore/onshore, desert, arctic)

    • Historical cost data and cost indices

    • Broad assumptions for utilities, infrastructure, and contingencies

  • Outputs:

    • Order-of-Magnitude Estimate (±50% or worse)

    • Preliminary CAPEX (capital cost) range for decision-making

    • High-level project schedule and duration assumptions

    • Go/No-Go feasibility decision support

  • Practice Example:
    A refinery expansion study requires adding a new crude distillation unit (CDU) of 100,000 BPD. At this stage, the estimate is developed using capacity factored cost models (e.g., “six-tenths rule”), historical data from similar projects, and applying location factors.
    Example: If a 200,000 BPD CDU cost $800 million in 2019, scaling down for 100,000 BPD using the exponent 0.6:

    With contingency and escalation, the Class 5 estimate is reported as $480M ±50%.

C2 = C1 × (Q2 / Q1)0.6 = 800M × (100,000 / 200,000)0.6 ≈ 480M

2. FEED Stage (Front-End Engineering Design)

The FEED stage is critical in EPC projects, where the project scope is frozen and an estimate corresponding to Class 3 is developed. This is the point at which most companies seek budget approval and EPC bidding.

  • Inputs Needed:

    • Process Flow Diagrams (PFDs) and Piping & Instrumentation Diagrams (P&IDs)

    • Preliminary equipment data sheets and material balances

    • Equipment list with major specifications

    • Site-specific geotechnical and environmental data

    • Layout drawings and utility summaries

    • Preliminary vendor quotations for long-lead items

    • Updated norms for man-hours, productivity factors, and wage rates

  • Outputs:

    • Budget-Quality Estimate (±20–30%)

    • Work Breakdown Structure (WBS) aligned costs

    • Preliminary cash flow curve

    • Basis of Estimate (BOE) document

    • Key risk and contingency allowances

  • Practice Example:
    Continuing the CDU project, by FEED completion, the engineering team develops equipment datasheets for major vessels, compressors, and pumps. Vendor budgetary quotes are obtained for the main crude furnace and air-fin coolers. Quantities for concrete, piping, and structural steel are extracted from preliminary models.
    The estimate now reflects detailed material take-offs and is reported as $520M ±25%, with contingency included.

3. Detailed Engineering Stage (EPC / Execution)

This stage corresponds to Class 2 or Class 1 estimates. The design is fully developed, procurement activities are well advanced, and contractors prepare definitive cost estimates used for lump-sum turnkey (LSTK) contracts.

  • Inputs Needed:

    • Approved-for-Construction (AFC) drawings

    • Final equipment specifications and vendor prices

    • Detailed material take-offs (MTOs) for piping, steel, and civil works

    • Construction execution plan with productivity factors

    • Logistics and subcontractor quotes

    • Current labor rates, bulk material prices, and escalation factors

  • Outputs:

    • Definitive Estimate (±10–15%)

    • Final project cost baseline

    • Cash flow forecast and cost-loaded schedule

    • Detailed risk-adjusted contingency analysis

    • Contract price for EPC/LSTK bids

  • Practice Example:
    By the end of detailed engineering, the CDU estimate includes firm vendor prices for all major equipment, bulk material take-offs from 3D models, and subcontractor bids for civil works and electrical installations. The estimate is finalized at $545M ±10%, forming the baseline for EPC contract award.

Best Practices in EPC Cost Estimation

  1. Follow a structured Basis of Estimate (BOE): Document all assumptions, methodologies, and exclusions.

  2. Benchmark against historical data: Use past projects as reference, applying escalation and location factors.

  3. Use probabilistic methods for contingency: Avoid flat % adders; instead, use Monte Carlo or risk-based assessments.

  4. Maintain estimate integrity: Ensure traceability between drawings, MTOs, and estimate quantities.

  5. Iterative validation: Estimates must evolve with engineering maturity – revisiting and refining with new inputs.

Conclusion

Cost estimation is not a one-time exercise but an evolving process that matures along with the project definition.

  • Basic Engineering provides high-level feasibility checks.

  • FEED delivers a budget-quality estimate that supports investment decisions and EPC bidding.

  • Detailed Engineering produces definitive control estimates that serve as the baseline for cost monitoring.

By following AACE guidelines and adopting best EPC practices, project teams can significantly improve the accuracy of cost forecasts, reduce risk exposure, and increase the chances of project success.