Section 1 is the brief. It is written to be read on its own and is sufficient to take the decisions in section 3 — a director who reads nothing else has what they need.
Sections 2 and 3 name the causes and the actions. Section 4 states what the assessment is and is not. Appendix A carries the driver register behind the figures quoted in section 2, so any number in the brief can be traced to the activities that produced it.
The programme scores 73 out of 100 for schedule quality, four points down on last month and just under the 75 mark we treat as healthy. Completion has moved out by about three weeks. Nothing here is a crisis, but the trend is the wrong way and two issues need a decision this month.
18 days later than the approved R10 baseline of 1 November 2027.
Down 4 points on R11. The healthy threshold is 75.
Bottom line for the Board. The slip is concentrated in the structural steel package and is recoverable, but only if the resequencing and one outstanding design query are resolved before the next reporting cycle. The site team's own mitigation has already absorbed most of the impact — without it the position would be more than a month adrift rather than three weeks.
Schedule quality measures how trustworthy the programme is: whether the dates it produces can be relied on. At 73 this programme is in reasonable shape — the logic is mostly sound and the critical path is credible. The four-point drop is a signal that discipline is slipping in one area, the structural steel scope, and that is exactly where the delay is showing up too.
The causes are specific and named, not vague. We know which activities are driving the slip, we know one of them is genuinely the design team's to resolve, and we can see the mitigation working. This is a manageable position provided it is acted on now rather than allowed to compound into next month.
Four movements account for the whole of this period's change. Two added time, one revealed time that was already lost, and one gave time back.
Fabricated steel had to be re-issued and the erection sequence reworked. This is the single biggest cause of the slip and it sits on the critical path, so every day here pushes the finish date. Contractor risk.
The Level 3 pre-pour inspection is waiting on an answer to a rebar query, RFI-214. This one is in the client and design team's court, and it overlapped with the steel delay. It needs a written response, not a verbal nod, because it bears on entitlement.
Several activities were left without proper follow-on links, which made last month's date look better than it really was. Closing those gaps is good hygiene — it did not add delay, it revealed a slightly later and more honest forecast.
Running the cladding and curtain wall in parallel, plus an extra fabrication shift, has clawed back 18 days that would otherwise have been lost. Without this the slip would have been over a month.
Gross movement is 30 days added against 18 recovered. The 12 days of net slip on the driving path becomes 18 days at completion because 6 further days are lost where the two events overlap and the recovered float cannot be reused. Appendix A sets out the arithmetic activity by activity.
Three things to close out before the R13 submission. Each has a named owner and a date; none of them requires additional budget.
Issue a written response to RFI-214 by the next design review so the Level 3 pour can proceed — and record it. This is a client-side delay that affects entitlement, and a verbal release leaves the position undocumented for both parties.
Confirm the reworked Grid G steel erection sequence with the steelwork subcontractor and hold them to the recovered dates. The mitigation is already in the programme; what is not yet in place is the subcontractor's commitment to it.
Close the remaining open-ended logic before R13 so next month's forecast is fully reliable. Until this is done the quality score understates and the completion date is not fully trustworthy in either direction.
The steel sequence holds only while the mitigation shifts are funded and the subcontractor works to them. If either lapses, the recovered 18 days return to the critical path and the forecast moves to early December 2027. The RFI is the cheaper of the two to resolve and the one entirely within the Employer's gift.
This brief is distilled automatically from the underlying Schedule Quality report and included with it at no extra cost. It restates that assessment for a non-technical reader; it does not add analysis of its own.
This document is produced from fictional project data for illustration. No real schedule, client or contractor data is used or implied.
Every figure quoted in the brief, traced to the activities that produced it. Movement is measured on the driving path between the R11 and R12 data dates.
| Activity | Description | Movement | Risk | Critical |
|---|---|---|---|---|
| A1422 | Erect columns Grid G, L4–6 — re-sequenced after steel re-issue | +18d | Contractor | Yes |
| A1733 | Level 3 pre-pour inspection — held pending RFI-214 | +12d | Employer | Yes |
| A1801 | MEP rough-in Zone A — successor logic closed | +6d | Disclosure | Yes |
| A2110 | Curtain wall North — run in parallel with cladding | −12d | Mitigation | Yes |
| A1390 | Steel delivery release 2 — additional fabrication shift | −6d | Mitigation | Yes |
| Net movement of the driving path | +18d | |||
| Check | R11 | R12 | Change | Effect on the score |
|---|---|---|---|---|
| Negative float | 4 | 17 | +13 | −3 points — the dominant cause |
| Hard constraints | 1.4% | 2.6% | +1.2pp | −2 points — above the 2% target |
| Open-ended logic | 7.1% | 5.0% | −2.1pp | +1 point — the disclosure above |
| Schedule Quality Score | 77 | 73 | −4 |
The full 18-check breakdown, the complete failing-activity lists and the baseline comparison are in the Schedule Quality report this brief accompanies.
Every report in the set is built from a Primavera P6 or Microsoft Project file, parsed in your browser. Nothing is uploaded and nothing is retained.