Integrated EVM & Schedule Dependency Controls | Status Date: 2026-08-31
| Metric | Value | Context / Threshold Info |
|---|---|---|
| Baseline Contract Budget (BAC) | $26,500,000 | Approved original baseline budget ceiling |
| Earned Work Complete (EV / BAC) | 66.19% ($17.54M) | 66.19% of work scope accomplished to date |
| Planned Work Baseline (PV / BAC) | 77.36% ($20.50M) | 77.36% of work baseline scheduled to date |
| Cumulative Actual Costs (AC) | $23,440,000 | Actual funds spent (exceeds EV by -$5.90M) |
| Cost Performance Index (CPI) | 0.7483 | $0.75 earned value generated for every $1.00 spent ($0.75 / $1.00) |
| Earned Schedule Velocity (SPIt) | 0.9250 | -18.2 Days behind baseline schedule progress |
| Critical Ratio (CR = CPI × SPI) | 0.6402 | Compound overall project health index (CPI 0.7483 × SPI 0.8556 < 0.90) |
| Scenario | EAC Outturn | Estimated Completion Date |
|---|---|---|
| Deterministic Base | $35,413,604 | Jan 31, 2027 (+31d) |
| Monte Carlo P50 | $34,060,783 | Feb 27, 2027 (+57d) |
| Monte Carlo P90 | $35,815,202 | Mar 14, 2027 (+72d) |
| Variance Indicator | Status Metric | Severity Threshold | Root Cause Explanation | Recommended Actionable Next Steps | Accountable CAM |
|---|---|---|---|---|---|
| Cost Variance (CV) | -$5,900,000 | CPI = 0.75 (< 0.90) | Structural steel fitting rework, unbudgeted welding labor hours, and premium overtime rates at Verdal and Egersund yards. | Enforce Design Change Freeze on WBS 1.3 deliverables. Convert open T&M subcontracts to fixed unit-rate capped milestones. | O. Eriksen |
| Outturn Deficit (VAC) | -$8,913,604 | EAC: $35.41M | Linear extrapolation of poor historical cost performance ($CPI=0.75$) indicates $33.6\%$ overall budget overrun against $BAC$. | Submit formal EAC re-baseline proposal to Executive Steering Committee. Request $3.5M drawdown from Management Reserve. | Frank Ellingsen |
| TCPI Target Efficiency | 6.07 (BAC) | Unviable (> 1.10) | Original $BAC$ budget target requires impossible cost efficiency of $607\%$ for remaining work. | Formally transition operational target to $TCPI_{EAC} = 1.00$. Enforce weekly EVM gate reviews for CAMs with $TCPI > 1.05$. | Frank Ellingsen |
| Critical Ratio (CR) | 0.6402 | CR < 0.90 | Compound performance degradation ($0.75 \times 0.86 = 0.64$). Indicates simultaneous cost overrun and schedule delay across primary control accounts. | Mandate joint Cost & Schedule Steering Committee intervention. Establish weekly EVM gate reviews for any CAM with $CR < 0.85$. | Frank Ellingsen |
| Schedule Slippage (SV) | -$2,960,000 | +31 Days Delay | Procurement delay on Tubular Steel (T103) cascaded to Verdal (T105) and Egersund (T106), threatening Heavy Lift window. | Fast-track Egersund rigging with parallel work-fronts. Re-sequence pre-commissioning tasks. Negotiate 10-day vessel window extension. | M. Berg / K. Solberg |
| WBS 1.3.2 Mast Assembly | -$2,330,000 | CPI = 0.57 | Egersund rigging yard productivity bottleneck; high sub-tier contractor churn and excessive rework hours. | Deploy resident Project Controller to Egersund full-time. Audit daily labor timecards and enforce weld quality gates. | O. Eriksen |
| WBS Code | Milestone / Task Deliverable | Accountable CAM | Budget (BAC) | % Complete | Baseline End | Forecast End | Critical Path | Health RAG |
|---|---|---|---|---|---|---|---|---|
| 1.1.1 | Structural Steel Detail Engineering | H. Lindqvist | $1,200,000 | 100% | 2026-02-28 | 2026-03-15 | Yes | Complete |
| 1.2.1 | High-Grade Tubular Steel Procurement | M. Berg | $3,500,000 | 100% | 2026-04-30 | 2026-05-31 | Yes | +31D Delay |
| 1.3.1 | Yard Sub-Structure Fabrication (Verdal) | O. Eriksen | $4,000,000 | 90% | 2026-07-31 | 2026-08-31 | Yes | +31D Delay |
| 1.3.2 | Derrick Tower Mast Assembly (Egersund) | O. Eriksen | $4,800,000 | 65% | 2026-08-31 | 2026-09-30 | Yes | In Progress |
| WBS Code | Control Account | BAC Budget | Earned Value (EV) | Actual Cost (AC) | Cost Variance (CV) | CPI | EAC Forecast | VAC Deficit |
|---|---|---|---|---|---|---|---|---|
| 1.1.1 | Structural Steel Detail Engineering | $1,200,000 | $1,200,000 | $1,290,000 | -$90,000 | 0.93 | $1,290,000 | -$90,000 |
| 1.2.1 | High-Grade Tubular Steel Procurement | $3,500,000 | $3,500,000 | $3,770,000 | -$270,000 | 0.93 | $3,770,000 | -$270,000 |
| 1.3.1 | Yard Sub-Structure Fabrication (Verdal) | $4,000,000 | $3,600,000 | $4,450,000 | -$850,000 | 0.81 | $4,944,000 | -$944,000 |
| 1.3.2 | Derrick Tower Mast Assembly (Egersund) | $4,800,000 | $3,120,000 | $5,450,000 | -$2,330,000 | 0.57 | $8,385,000 | -$3,585,000 |
| Task ID | Task Name | BAC ($) | PV ($) | EV ($) | AC ($) | CPI | SPI | TCPI | Status |
|---|---|---|---|---|---|---|---|---|---|
| T101 | Structural Steel Detail Engineering | $1,200,000 | $1,200,000 | $1,200,000 | $1,290,000 | 0.93 | 1.00 | 1.00 | Closed |
| T103 | High-Grade Tubular Steel Procurement | $3,500,000 | $3,500,000 | $3,500,000 | $3,770,000 | 0.93 | 1.00 | 1.00 | Closed |
| T105 | Yard Sub-Structure Fabrication (Verdal) | $4,000,000 | $4,000,000 | $3,600,000 | $4,450,000 | 0.81 | 0.90 | 1.25 | Unviable TCPI |
| T106 | Derrick Tower Mast Assembly (Egersund) | $4,800,000 | $4,800,000 | $3,120,000 | $5,450,000 | 0.57 | 0.65 | 1.45 | Severe Overrun |
| Task ID | WBS | Task Deliverable / Milestone Name | Predecessor | Type | Total Float | % Complete | Baseline Window | Actual / Forecast | Critical | Gantt Timeline, Milestones (◆) & Arrows (W1 - W52) |
|---|---|---|---|---|---|---|---|---|---|---|
| T101 | 1.1.1 | Structural Steel Detail Engineering | - | - | 0 Days | 100% | Jan 05 - Feb 28 | Jan 05 - Mar 15 | Yes | |
| M1 | 1.1.0 | ◆ Milestone: Engineering AFC Gate Review | T101 | FS | 0 Days | 100% | Feb 28 | Mar 15 | Achieved |
◆ M1 (Mar 15)
|
| T102 | 1.1.2 | Piping & Drilling Package Design | T101 | FS | +14 Days | 100% | Feb 01 - Mar 31 | Feb 01 - Apr 15 | No | |
| T103 | 1.2.1 | High-Grade Tubular Steel Procurement | T101 (+5D) | FS | 0 Days | 100% | Mar 01 - Apr 30 | Mar 15 - May 31 | Yes | |
| T104 | 1.2.2 | Mud Pumps & Top Drive Equipment | T102 | FS | +15 Days | 85% | Mar 15 - Jun 30 | Apr 01 - Jul 31 | No | |
| T105 | 1.3.1 | Yard Sub-Structure Fabrication (Verdal) | T103 | FS | 0 Days | 90% | May 01 - Jul 31 | Jun 01 - Aug 31 | Yes | |
| M3 | 1.3.0 | ◆ Milestone: Verdal Yard Sub-Structure Handover | T105 | FS | 0 Days | 90% | Jul 31 | Aug 31 | Active |
◆ M3 (Aug 31)
|
| T106 | 1.3.2 | Derrick Tower Mast Assembly (Egersund) | T105 | FS | 0 Days (-30D) | 65% | Jun 01 - Aug 31 | Jul 01 - Sep 30 | Yes | |
| M4 | 1.3.3 | ◆ Milestone: Derrick Mast Ready for Heavy Lift | T106 | FS | 0 Days | 65% | Aug 31 | Sep 30 | Critical |
◆ M4 (Sep 30)
|
| T107 | 1.4.1 | Heavy Lift Vessel Mobilization (Heerema) | T106 | FS | 0 Days | 30% | Aug 15 - Sep 15 | Sep 15 - Oct 15 | Yes | |
| T108 | 1.4.2 | Offshore Topside Lifting & Mating | T107 | FS | 0 Days | 0% | Sep 15 - Oct 15 | Oct 15 - Nov 15 | Yes | |
| M5 | 1.4.0 | ◆ Milestone: Offshore Topside Mating Complete | T108 | FS | 0 Days | 0% | Oct 15 | Nov 15 | Critical |
◆ M5 (Nov 15)
|
| T109 | 1.5.1 | Structural Hook-up & NDT Inspection | T108 | FS | 0 Days | 0% | Oct 15 - Nov 15 | Nov 15 - Dec 15 | Yes | |
| T110 | 1.5.2 | System Pre-Commissioning & Handover | T109 | FS | 0 Days | 0% | Nov 15 - Dec 31 | Dec 15 - Jan 31 | Yes | |
| M6 | 1.5.0 | ◆ Milestone: Final Commercial COD & Handover | T110 | FS | 0 Days | 0% | Dec 31 | Jan 31 | Target |
◆ M6 (Jan 31)
|
| ID | Risk Event Description | WBS | Owner | Score | Exposure | Mitigation Strategy |
|---|---|---|---|---|---|---|
| R01 | Egersund Mast Assembly Dimensional Out-of-Tolerance | 1.3.2 | O. Eriksen | 20 | $2,400,000 | 24/7 NDT welding specialists; fixed-fee labor cap. |
| R02 | Heavy Lift Crane Vessel Weather Standby Rates | 1.4.1 | K. Solberg | 16 | $1,800,000 | Flexible weather window with Heerema; monitor 7-day wave height (Hs < 2.5m). |
| R03 | Subsea Tubular Steel Mill Delivery Lags | 1.2.1 | M. Berg | 12 | $1,200,000 | Dual-source steel from European backup mills; hot-shot freight. |
| R04 | Topside Lifting & Mating Mechanical Interference | 1.4.2 | T. Nygård | 9 | $600,000 | Perform 3D laser scan trial fit prior to offshore mobilization. |
| R05 | Structural Engineering AFC Interface Errors | 1.1.1 | H. Lindqvist | 6 | $300,000 | Enforce 100% 3D CAD clash detection and third-party DNV class verification. |
| Baseline Contract Budget ($BAC$) | $26,500,000 |
| Earned Work Complete ($EV / BAC$) | 66.19% ($17.54M) |
| Planned Work Baseline ($PV / BAC$) | 77.36% ($20.50M) |
| Cumulative Actual Costs ($AC$) | $23,440,000 |
| Cost Performance Index ($CPI$) | 0.7483 ($0.75 / $1.00) |
| Earned Schedule Velocity ($SPI_t$) | 0.9250 (-18.2 Days) |
| Scenario | EAC Outturn | Completion |
|---|---|---|
| Deterministic Base | $35,413,604 | Jan 31, 2027 (+31d) |
| Monte Carlo P50 | $34,060,783 | Feb 27, 2027 (+57d) |
| Monte Carlo P90 | $35,815,202 | Mar 14, 2027 (+72d) |