Project Controls Suite
R-24: Resource Productivity Report
Data Date: 28 Feb 2026
Resource Productivity Report
Planned vs Actual Productivity by Resource / Activity — Output Rate Analysis & Schedule Impact — Westport Industrial Complex
Overall Productivity Index
0.74
Planned = 1.00
Activities Under-Performing
5
of 8 tracked activities
Worst Performer
−31%
Concrete Pouring (C-0810)
Projected Schedule Impact
+38d
if trend continues
Best Performer
+12%
Structural Steel (STR-2010)
Concrete / Formwork PI
0.69
5.5 vs 8.0 m³/hr
Structural Steel PI
1.12
2.8 vs 2.5 t/shift
Piping / Welding PI
0.82
3.3 vs 4.0 dia-in/hr
Electrical PI
0.80
40 vs 50 m cable/day
Civil / Earthworks PI
0.95
380 vs 400 m³/day
Productivity Detail — By Resource / Activity
| Resource / Role | Activity ID | Activity Name | Unit of Measure | Planned Rate | Actual Rate | Variance % | Trend (6 wk) | Sched. Impact | Status |
|---|---|---|---|---|---|---|---|---|---|
| Concrete Crew — Zone B | C-0810 | Slab on Grade — Process Area B | m³ / hr | 8.0 | 5.5 | −31% |
|
+22d | Critical |
| Weld Crew — Spools | P-1210 | Pipe Spool Fabrication — 6" Class 300 | dia-in / hr | 4.0 | 2.9 | −28% |
|
+16d | Critical |
| Electrical Crew — Cable | E-1420 | MV/LV Cable Pull — Zone C Trays | m / day / gang | 50 | 40 | −20% |
|
+8d | Monitor |
| Piping Crew — Field Welds | P-1840 | Field Weld — Utility Headers | dia-in / shift | 120 | 99 | −17% |
|
+6d | Monitor |
| Civil Crew — Excavation | CV-0420 | Bulk Earthworks — Foundation Zones | m³ / day | 400 | 340 | −15% |
|
+4d | Improving |
| Concrete Crew — Zone A | C-0710 | Piled Cap Construction — Zone A | m³ / hr | 8.0 | 7.8 | −3% |
|
+1d | On Track |
| Electrical Crew — Conduit | E-1205 | Underground Conduit Installation | m / gang / day | 65 | 67 | +3% |
|
— | On Track |
| Structural Steel Crew | STR-2010 | Primary Steel Erection — Zone 1 & 2 | tonnes / shift | 2.5 | 2.8 | +12% |
|
−3d | Exceeding |
Worked Example: Concrete Pouring Productivity Impact Calculation
| Parameter | Value |
|---|---|
| Planned pour rate | 8.0 m³/hr |
| Actual pour rate | 5.5 m³/hr |
| Productivity index (PI) | 0.6875 |
| Total concrete volume — C-0810 | 3,200 m³ |
| Working hours/day | 10 hrs |
| Planned duration | 40 days |
| Projected duration at actual PI | 58 days |
| Schedule overrun | +18 days |
Root Cause Analysis
Weekly productivity trend shows a consistent decline over 6 weeks — not a one-off event. Investigation identifies three compounding causes:
- Ready-mix concrete batching plant 28 km from site — average wait times of 2.4 hrs/truck (planned 1.0 hr) due to congestion on site access road
- 50% of pours in Zone B require confined-space placement — 35% slower than open-area benchmark used in estimate
- Workforce learning curve not reflected in P6 baseline rate (new crew mobilized Nov 2025)
Productivity Controls Recommendation
The overall Productivity Index of 0.74 against a plan of 1.00 represents a significant underperformance that — if unaddressed — will add approximately 38 calendar days to the project end date through direct duration extension and resource demand increases.
- Priority 1 — Concrete (C-0810): Establish a second ready-mix supplier or on-site batching unit. Supplement with a third concrete gang to offset the wait-time inefficiency. Revised planned rate: 7.0 m³/hr (target PI 0.875). Reduces projected overrun from 22d to 8d.
- Priority 2 — Pipe Spool Fabrication (P-1210): Current rejection rate on welds is 6.5% vs 2% planned — rework cycles are the primary driver. Implement mandatory pre-heat procedure compliance and add a dedicated QC inspector to the spool shop. Target: reduce rejection rate to ≤3% by Week 10.
- Positive signal — Structural Steel (STR-2010): 12% above plan PI. Crew has reached peak learning curve efficiency. Consider accelerating steel scope (bring forward STR-2050 from Jun to May) to bank 3 additional float days before electrical peak.
- Monthly productivity KPI reviews to be integrated into the progress meeting agenda commencing 07 Mar 2026.