1. Involvement of the Contractor during the development of the FEED and the early stages of the detailed design brings practical procurement and construction input to the design phase (which is not always evident in the more traditional EPCM model).
2. Early input by the Contractor into the project execution schedule brings practical realism to the schedule in terms of a logical and achievable construction sequence and an assessment of construction labour and plant and equipment based on the experience of the Contractor and the prevailing market conditions (including the availability and costs of key inputs such as site labour and construction equipment).
3. Early input by the Contractor into the project cost estimate, exclusive of Owner costs and management reserve, tends to bring efficiencies to the cost estimate based on the recognition of market conditions rather than historical averages.
4. Identification of project execution risks, the development of mitigation plans with the Contractor and the appropriate allocation of risks to the party best able to manage those risks allows a more realistic assessment of risk or contingent funds that should be included in the project cost estimate as part of the finalisation of an EPC or lump sum contract price.
5. Identification of risk elements in the project execution schedule and the inclusion of any schedule contingent time periods, to reflect schedule uncertainties, produces a more realistic final delivery schedule to be included in an EPC contract.
6. ECI identification of risk events earlier saves greater time and expense for treatment of risks later, as illustrated below.
Step 1 The work breakdown structure (WBS) for the EPC execution phase of the project is agreed by the Owner and Contractor and confirmed for completeness and consistency. This activity should occur in the first 2 weeks of the ECI phase. The independent IRA practitioner can assist at this point to ensure that the EPC phase cost estimate and schedule are structurally aligned prior to IRA being undertaken.
Step 2 The design of the new facilities is developed by the Contractor to the point where process and utility process layouts are complete and plant layouts, equipment requirements and key design documents are nearing finalisation. These key design and specification tasks are required so that more detailed construction methodologies, cable schedules, instrument lists, etc. can be sufficiently defined so that pricing of all key elements can commence. At the same time the (level 3) integrated master schedule is being developed (to be completed by the end of the ECI).
In this period a detailed qualitative risk workshop would be facilitated, either by an Owner internal risk expert, or the IRA practitioner. In the former case, involvement of the IRA practitioner would help ensure cost and time impact risk events useful in the IRA process were included in the risk register, reducing the time required for the later IRA risk register review.
Key risk events are identified and assessed and mitigation actions planned (and included in the EPC phase cost estimate and schedule as appropriate). Residual risks are retained on a risk register for later allocation (to Owner or Contractor). During this period the IRA practitioner has little interaction apart from being informed as to progress and involvement with the risk assessments. Typically this phase of the ECI can take up to 9 weeks.
Step 3 Once the structure (overall logic and predecessors and successors) of the execution schedule has been completed, and durations detailed as far as possible (detailed design, equipment and materials procurement ordering and deliveries, construction task durations, commissioning, etc.), the IRA practitioner should be provided with a native copy of the schedule file. An “independent” assessment of the logic and structure (but not of actual task durations) can then be made and feedback provided to the ECI team. This assessment would be undertaken in about week 10.
Step 4 The cost estimate and schedule would be finalised during the following 2 weeks. The estimate and schedule are deterministic, in that every element has a defined and fixed (most likely) cost or time duration. Care must be taken at this stage to ensure that the assumptions underlying the estimate and schedule are aligned, as well as the structures (otherwise the value of the IRA process will be degraded).
Late in this period the IRA practitioner will facilitate workshop sessions for schedule and estimate stakeholders in the ECI team so that ranges are assessed for all uncertain schedule and cost elements. Where elements have a greater certainty of correctness (e.g. tendered pricing vs. budget estimates or experience-based durations vs. rough time estimates) their uncertainty ranging will be smaller.
During these ranging sessions, Risk Factors (e.g., market conditions, productivity, quantity uncertainty) may also be identified that may apply to various groups of activities or cost elements. These are then assessed for their ranging and those factors driving ranging excluded from the general ranging applied to affected tasks and cost line items.
Step 5 Once the cost and schedule ranging sessions are completed, a review of the risk register for significant cost and schedule impact risk events will be facilitated by the IRA practitioner, ensuring that no “double-dipping” occurs (repetition of uncertainty in risk events that is already covered by cost and/or schedule ranging). In addition, risk events that may have been identified during the ranging sessions will be added to the risk register and reviewed for probabilities and impact ranges.
Step 6 The IRA model will then be built by the IRA practitioner and (Monte Carlo) analysis undertaken. Initial results will be provided to the ECI team (Owner and Contractor), comprising time and cost ranges for key milestones and cost summaries plus schedule and cost sensitivities indicating the main drivers of time and cost. The team may decide, based on these results, to adjust inputs (schedule logic, ranges, pricing or durations) and request that the IRA be re-run. This process will be repeated until the team decides that the results and the drivers make sense and the results represent the most risk-optimised IRA model practically achievable.
The time period for this step could be 1-2 weeks, the longer period being required if several analysis runs are performed due to extensive changes to schedule and/or estimate being required.
Step 7 The final output IRA report includes many details but the key results, based on Owner and Contractor agreed probability (P) factors, are:
• a dollar figure, expressed as the probabilistic cost contingency, and
• a time duration, expressed as the probabilistic time contingency.
These contingencies are added to the proposed (EPC) deterministic cost estimate and schedule to form the “Risk-neutral” points at which “the books will be closed” for the EPC phase. The Owner and the Contractor may also agree “carrot and stick” bonus and penalty clauses for sharing the gain or pain of early or late completion around the agreed P level date.
Step 1 The WBS was agreed by the owner and contractor however there was no independent verification of alignment of the cost estimate and execution schedule WBS structures. The IRA practitioner was not involved with this verification until about week 10 of the ECI and changes were required to ensure that the IRA analysis was optimal.
Step 2 The design of the new facilities was progressed and pricing obtained. The level 3 schedule was developed and the risk workshop was completed. The IRA practitioner was not involved with the risk workshop.
Step 3 In week 11 the IRA practitioner was provided with a copy of the draft schedule (to assess logic and structure) and a significant number of changes and corrections were required. After inclusion of required changes, (final) draft estimate and schedule were ready for IRA analysis by the end of week 12.
Step 4 Because of misalignment between members of the owner and contractor ECI teams the cost estimate included some growth and wastage elements that could not be agreed. The result was that the final cost estimate, which was supposed to be “neat”, included some conservative figures. Similarly so for the (level 3) draft EPC execution schedule – it was conservative not “neat”.
Step 6 The first IRA analysis of the cost estimate and schedule took nearly 2 weeks because some of the base data was changed by the ECI team as more cost and duration information became available from suppliers and sub-contractors. Once the draft results were provided to the ECI team a number of changes were made to costs, schedule durations and sensitivities, again due to differences of experience, opinion and culture between the senior owner and contractor ECI personnel. Several IRA analyses were required before a final outcome (probabilistic cost and schedule contingencies) was agreed by all parties. As a number of re-runs were required this phase of the ECI took nearly 2 more weeks – a total of 4 weeks.
Step 7 Another week was required to produce and approval a final Risk Report. Thus a total of 5 weeks was required to complete the risk analysis process.