AACE CCP study materials
AACE CCP study resources

AACE CCP cheat sheet

AACE CCP · Keep the key ideas within reach.

Quick reference

Cost Estimating

  • AACE estimate classes range from Class 5 (least defined, about 0–2% project definition) to Class 1 (most defined, about 65–100%); expected accuracy generally narrows as the class number decreases.

  • Class 3 estimates commonly correspond to about 10–40% project definition, with expected accuracy often around -10% to -20% on the low side and +10% to +30% on the high side.

  • A total estimate typically combines direct costs, indirect costs, contingency, escalation, and owner or other project costs as defined in the estimate basis.

  • Contingency covers known-unknowns within approved scope; escalation covers anticipated price changes over time; management reserve covers unknown-unknowns outside the baseline.

  • PERT expected duration = (O + 4M + P) / 6; standard deviation = (P - O) / 6; variance = [(P - O) / 6]^2.

  • Learning curve: Y = aX^b, where b = ln(learning rate) / ln 2; an 80% learning curve gives b approximately -0.322.

  • Cost-capacity scaling: C2 = C1 × (Q2 / Q1)^n, where n is usually less than 1 for economy of scale.

  • Compound escalation: future value = present value × (1 + escalation rate)^n; nominal cash flows must be discounted with nominal rates and real cash flows with real rates.

  • The estimate basis documents scope, assumptions, exclusions, pricing basis, productivity assumptions, reference data, and expected accuracy.

Quick reference

Planning and Scheduling

  • The critical path is the longest continuous path through the schedule network; its length determines the shortest possible project duration, and its activities have zero total float absent constraints.

  • Total float = late start - early start = late finish - early finish; free float = minimum early start of successors - early finish of the activity.

  • The forward pass calculates early start and early finish; the backward pass calculates late start and late finish; float is derived from the difference between the passes.

  • Precedence diagramming method relationships are finish-to-start, start-to-start, finish-to-finish, and start-to-finish; lags add delay and leads create overlap.

  • Crashing compresses critical activities; cost slope = (crash cost - normal cost) / (normal duration - crash duration), and the lowest-cost slopes are selected first.

  • Resource leveling may extend project duration to resolve over-allocation; resource smoothing seeks to keep duration and uses available float to reduce demand peaks.

  • The WBS 100% rule requires child elements to sum to the parent scope, with work elements mutually exclusive to avoid double counting.

  • The schedule baseline is the approved schedule used for performance comparison; changing it requires formal integrated change control.

  • Bar charts display timing and progress but not logic; network diagrams display dependencies, paths, and float.

Quick reference

Progress and Performance Measurement (Cost Control)

  • Planned value (PV) is budgeted cost of work scheduled (BCWS); earned value (EV) is budgeted cost of work performed (BCWP); actual cost (AC) is actual cost of work performed (ACWP).

  • Cost variance CV = EV - AC; schedule variance SV = EV - PV; negative CV indicates over budget, and negative SV indicates behind schedule in earned-value terms.

  • Cost performance index CPI = EV / AC; schedule performance index SPI = EV / PV; values above 1.0 are favorable and values below 1.0 are unfavorable.

  • Estimate at completion EAC = AC + (BAC - EV) / CPI; estimate to complete ETC = EAC - AC; variance at completion VAC = BAC - EAC.

  • To-complete performance index TCPI = (BAC - EV) / (BAC - AC) when targeting the budget; use (EAC - EV) / (EAC - AC) when targeting a revised estimate.

  • Percent complete = EV / BAC; percent spent = AC / BAC; these are not equivalent, and a high percent spent with low percent complete signals cost pressure.

  • Earned schedule converts EV to the planned duration or date of corresponding work: SPI(t) = ES / actual time; IEAC(t) = planned duration / SPI(t).

  • A composite forecast such as EAC = AC + (BAC - EV) / (CPI × SPI) is used when remaining work is expected to be affected by both cost and schedule performance.

  • Variance analysis compares actuals with the baseline and evaluates thresholds and trends rather than relying on a single reporting-period snapshot.

Quick reference

Project Management Fundamentals

  • A project is temporary and produces a unique product, service, or result; operations are ongoing and repetitive.

  • The triple constraint links scope, time, and cost, often with quality; changing one generally requires trade-off analysis and adjustment of at least one other.

  • A typical project life cycle includes initiating, planning, executing, monitoring and controlling, and closing; phase gates authorize progression to the next phase.

  • Expected monetary value EMV = probability × impact; risk response strategies include avoid, mitigate, transfer, accept, exploit, enhance, and share.

  • The number of communication channels among n stakeholders is n(n - 1) / 2; adding stakeholders increases communication complexity rapidly.

  • Organization structures range from functional, with low project manager authority, through weak, balanced, and strong matrices, to projectized, with high project manager authority.

  • A RACI matrix assigns Responsible, Accountable, Consulted, and Informed roles; each activity should have one accountable owner.

  • Integrated change control reviews, approves or rejects, and documents changes after assessing impacts on scope, schedule, cost, quality, and risk baselines.

  • Contract type allocates cost risk: fixed-price places more cost risk on the seller; cost-reimbursable places more on the buyer; time and materials blends both.

Quick reference

Business and Management / Economic Analysis

  • Future value F = P(1 + i)^n; present value P = F / (1 + i)^n, where i is the periodic discount or interest rate and n is the number of periods.

  • Net present value NPV = sum of future cash flows discounted at the required rate minus initial investment; an independent project is acceptable if NPV is greater than zero.

  • Internal rate of return is the discount rate at which NPV equals zero; a project is generally acceptable if IRR meets or exceeds the hurdle rate, though alternating cash flow signs can create multiple IRRs.

  • Payback period is the time required to recover the initial investment; discounted payback uses discounted cash flows and accounts for the time value of money.

  • Benefit-cost ratio BCR = present value of benefits / present value of costs; a BCR greater than 1.0 indicates discounted benefits exceed discounted costs.

  • Break-even quantity = fixed costs / (unit price - variable cost per unit); at that volume total revenue equals total cost and profit is zero.

  • Straight-line depreciation = (asset cost - salvage value) / useful life; MACRS uses statutory accelerated percentages rather than a uniform annual charge.

  • Sunk costs are excluded from incremental economic analysis; opportunity cost represents the value of the best alternative forgone and is included.

  • Nominal cash flows are discounted using nominal rates, while real cash flows are discounted using real rates; mixing them distorts NPV.