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ScheduleLens Schedule Health

Project

SL-DEMO

2026-10-04 · sourced from XER

Schedule health

Red

1 critical finding — review immediately.

Red flags

1

Critical-severity findings — review immediately.

Warnings

8

Warning-severity findings — review before relying on the dates.

Critical-path activities

85

Remaining activities the source CPM flagged critical. A set, not one chain.

Near-critical activities

11

Within 1–20 working days of total float, one status cycle from critical.

DCMA score

D · 7 / 14

Checks passed (3 not assessed).

Project start

2026-01-05

Data date

2026-03-06

212 calendar days ago — stale snapshot.

Project finish

2028-06-29

Activities

149

Contents

Schedule Health

  1. — Disclosures
  2. Brief
  3. 01 Executive Summary
  4. 02 Where to focus first
  5. 03 Key Milestones
  6. 04 Progress curve
  7. 05 Completion forecast
  8. 06 Float-path risk
  9. 07 DCMA 14-Point compliance
  10. Narrative
  11. 08 Float paths — detail
  12. 09 DCMA 14-Point compliance — full scorecard
  13. 10 Critical path to Practical Completion
  14. 11 Float analysis
  15. 12 Recommendations
  16. Appendix
  17. 13 Findings
  18. 14 Logic quality
  19. 15 Open ends
  20. 16 Schedule metadata
  21. 17 DCMA detail — offending activities
  22. 18 Excel appendix guide
  23. 19 Methodology
  24. 20 Appendix A — Reference Standards

Disclosures

Analytical tool output — not expert determination

This report is automatically generated from the uploaded schedule file(s). It is an analytical aid — not an expert determination, legal advice, or a certified forensic delay analysis.

Float and criticality are the source scheduling tool's own, as recorded in the file. The tool runs its own calendar-aware critical-path pass to fill a gap where the source recorded no float on incomplete work, and to measure change between two schedules. That pass is an analytical recompute, not a substitute for re-scheduling in P6 or MS Project: it does not level resources, force Expected Finish or imposed-finish dates, or work at sub-day precision. It cannot determine contractual excusability.

Figures should be reviewed by a qualified delay analyst before being relied upon in formal contract correspondence or dispute proceedings. Nothing in this report should be construed as a legal opinion or expert witness statement.

80 activities with negative float

DCMA §7 target is zero negative float. Negative float means the network cannot meet an imposed date — investigate constraints, calendar mismatches, or missed progress.

For the project director

Brief

Severity-coded status headlines, top risks, what to act on.

01

Executive Summary

The schedule health assessment identifies a critical condition driven by eighty activities exhibiting negative float, indicating that the current logic and durations do not support the planned completion date. This structural deficit undermines confidence in the projected finish dates, as the schedule reports that key milestones, including Practical Completion, are currently unachievable without recovery action. The presence of widespread negative float suggests that the critical path is unstable and that the reported dates may not reflect the true earliest possible completion. The reader should review the float analysis section to examine the specific activities contributing to this negative float and assess the impact on the critical path.

02

Where to focus first

Priority packages: 5 Top 5 WBS packages by impact score (9 total buckets carry at least one signal).

The Building Envelope and Superstructure packages present the most significant schedule risks, driven primarily by activities with negative float and a high concentration of near-critical tasks. These areas exhibit the strongest signals of delay potential, with the Building Envelope showing a particularly dense cluster of near-critical activities alongside its critical findings. Reviewers should prioritize these packages to assess the immediate impact on the project completion date.

Priority WBS packages
PackageCriticalWarningAffectedNear-crit.Top issues
Building Envelope 1 0 15 8 Activities with negative float (7 of 80); Activities with duration over 44 days (1 of 1)
Superstructure 1 1 26 3 Activities with negative float (21 of 80); Activities with float over 44 days (2 of 30)
Pre-Construction 1 2 3 4 Activities with negative float (3 of 80); Activities started before a predecessor finished (1 of 1)
Interior Fit-Out 1 1 22 0 Activities with negative float (18 of 80); Activities with float over 44 days (4 of 30)
MEP Rough-In 1 1 13 0 Activities with negative float (6 of 80); Activities with float over 44 days (7 of 30)
03

Key Milestones

Key milestones: 4 Auto-detected from the contractual-milestone dictionary, plus critical-path finish milestones as a fallback for custom names.

The contractual and progress dates the project is managed against — Practical Completion, sectional handovers, commissioning — auto-detected and ranked critical-first, lowest float first.

Key milestones — forecast dates and progress
MilestoneForecast startForecast finishActual startProgressTotal floatOn critical path
Fit-out complete 2028-03-28 2028-03-28 — 0% -15 wd Yes
Practical Completion 2028-06-29 2028-06-29 — 0% -15 wd Yes
Substructure complete 2026-10-20 2026-10-20 — 0% -14 wd Yes
Envelope watertight 2027-07-28 2027-07-28 — 0% -14 wd Yes
04

Progress curve

Reading this chart. Two cumulative curves over time: where the schedule should be (Planned Value, solid blue) and where it actually is (Earned Value, solid red). The vertical dotted line is the data date; the gap between the two curves at that line is the current schedule performance.

Acronyms. PV = Planned Value — the share of total scheduled work that this schedule's own planned dates put before a given date. It is not your approved baseline, which this file does not carry. EV = Earned Value — the share actually completed, computed as Σ(original_duration × percent_complete) ÷ Σ(original_duration). SV = Schedule Variance = EV − PV, expressed in working-day equivalents under the duration-weighting. SPI = Schedule Performance Index = EV ÷ PV, here against the schedule's own planned dates. SPI < 1.00 ⇒ behind those dates; SPI > 1.00 ⇒ ahead. Performance against an approved baseline needs the baseline itself (the completion forecast panel says how).

Why duration-weighted. P6 / MS Project exports routinely strip resource and cost data, so a cost-weighted EV (the classic EVM formulation from AACE RP 27R-03) is not always available. Duration-weighting is the industry-standard fallback: each activity contributes in proportion to its original working-day duration rather than its budget. Full formula and caveats in METHODOLOGY §5d.

Duration-weighted progress S-curve

image/svg+xml schedule-analyser 2026-01 2026-05 2026-09 2027-01 2027-05 2027-09 2028-01 2028-05 2028-09 Date 0 20 40 60 80 100 Cumulative % complete (duration-weighted) data date 2026-03-06 Progress S-curve (duration-weighted) SPI = 0.81 · EV 4.8% · PV 5.9% · SV -1.1pp Planned band (early to late dates) Planned value (current plan) Earned value (actual progress)
Current plan PV (solid blue) vs actual EV (solid red). Vertical dotted line marks the data date where SPI is read.
05

Completion forecast

Completion forecast: Needs your baseline Programme finish: 2028-06-29.

A forecast needs your baseline programme. Earned Schedule (PMI Standard for EVM, 2019) measures progress against the plan you agreed; run a comparison with your baseline, or track this project, to see it. The programme's own finish is 2028-06-29.

06

Float-path risk

Near-critical paths: 8 sub-critical or parallel-critical, within 20 working days of the controlling path (primary driving path shown separately as rank 1; full list in the Excel appendix).

What this section answers: where else forward risk is concentrated besides the controlling chain. Each row is an alternative chain to the project endpoint that's within 20 working days of the critical path; any of them could become controlling with a small slip.

Eight float paths are identified within twenty working days of the controlling path, indicating a significant concentration of near-critical risk. The data suggests the cluster is dominated by near-critical chains above zero, as only one of the top three paths currently exhibits zero float. Multiple sub-critical paths matter because any of them could become controlling with a small slip, thereby constraining the project's forward progress.

Top 3 float paths
#FloatActivitiesEnvelopeDriving activityBranches from
1 -27 wd 65 2026-02-16 → 2028-06-29 PRE-130 — Building control submission —
2 -7 wd 66 (1 unique) 2026-03-06 → 2028-06-29 PRE-250 — Site security and CCTV Path 1 at SUB-110
3 0 wd 47 (3 unique) 2026-11-03 → 2028-06-29 SUP-310 — Slab L1 formwork Path 1 at SUP-410

Top 3 of 9 paths shown (the primary driving path plus 8 near-critical) — the full 5-path table and the float-path overlay chart are in the Narrative layer.

07

DCMA 14-Point compliance

DCMA 14-Point compliance: 7 / 14 — 4 fails, 3 not assessed

DCMA 14-Point Assessment: 7 pass, 4 fail, 3 not assessed.

DCMA items needing attention
ItemMeasuredThresholdStatusNotes
§3 Lags 5.8% ≤5% of relationships Fail 9 of 155 relationships
§6 High Float 20.5% ≤5% of incomplete activities Fail 27 activities with > 44 wd float
§7 Negative Float 80 0 (none allowed) Fail 80 activities with negative float
§9 Invalid Dates 1 0 (none allowed) Fail 1 activities with dates inconsistent with data date 2026-03-06
§10 Resources — Not assessed PAM 200.1 §4.10: the IMS DID does not require resource loading, so DCMA publishes no canonical threshold for this item
§11 Missed Tasks — ≤5% of activities with baseline finish on or before status date Not assessed schedule has no baseline finish dates
§14 Baseline Execution Index — ≥0.95 Not assessed schedule has no baseline finish dates

The full 14-item scorecard (every measured value, passing items included) is in the Narrative layer; per-check offender lists are in the appendix and the Excel workbook's DCMA detail sheet.

For the planner or delay analyst

Narrative

Supporting analysis, schedule comparison, driving-path detail.

08

Float paths — detail

The full set of near-critical chains behind the Brief-layer float-path callout, with the overlay chart showing when each chain lands on the calendar. The Excel appendix carries the complete per-activity list per path.

Top 5 float paths
#FloatActivitiesEnvelopeDriving activityBranches from
1 -27 wd 65 2026-02-16 → 2028-06-29 PRE-130 — Building control submission —
2 -7 wd 66 (1 unique) 2026-03-06 → 2028-06-29 PRE-250 — Site security and CCTV Path 1 at SUB-110
3 0 wd 47 (3 unique) 2026-11-03 → 2028-06-29 SUP-310 — Slab L1 formwork Path 1 at SUP-410
4 -6 wd 47 (3 unique) 2026-12-01 → 2028-06-29 SUP-210 — Column starter bars L3 Path 1 at SUP-410
5 -14 wd 38 (11 unique) 2027-02-24 → 2028-06-29 SUP-510 — Roof slab formwork Path 1 at FIT-110

Float-path overlay — when each near-critical chain lands

image/svg+xml schedule-analyser 2026-05 2026-09 2027-01 2027-05 2027-09 2028-01 2028-05 2028-09 2029-01 Date Path 1 (critical) · -27 wd · 65 act. Path 2 · -7 wd · 1 act. Path 3 · 0 wd · 3 act. Path 4 · -6 wd · 3 act. Path 5 · -14 wd · 11 act. PRE-130 — Building control submission PRE-250 — Site security and CCTV SUP-310 — Slab L1 formwork SUP-210 — Column starter bars L3 SUP-510 — Roof slab formwork M1 M2 M3 M4 Top 5 float paths — divergent windows on the project calendar Critical path (Path 1) Alternative chain (divergent window) Data date M1 — Substructure complete M2 — Envelope watertight M3 — Fit-out complete M4 — Practical Completion
One bar per top-5 float path showing its divergent window — the activities unique to this path before it merges into a higher-priority chain, with the float window, data date and contractual milestones marked. Reads at a glance: are the alternatives spread across the programme or crowded into one window?
09

DCMA 14-Point compliance — full scorecard

DCMA 14-Point compliance: 7 / 14 — 4 fails, 3 not assessed

DCMA 14-Point Assessment: 7 pass, 4 fail, 3 not assessed.

DCMA 14-Point items
ItemMeasuredThresholdStatusNotes
§1 Logic 0.8% ≤5% of incomplete activities Pass 1 of 132 activities assessed
§2 Leads 0 0 (none allowed) Pass 0 negative lag(s)
§3 Lags 5.8% ≤5% of relationships Fail 9 of 155 relationships
§4 Relationship Types 94.8% ≥90% Finish-Start Pass 147 of 155 are Finish-Start
§5 Hard Constraints 0.8% ≤5% of incomplete activities Pass 1 hard constraint(s)
§6 High Float 20.5% ≤5% of incomplete activities Fail 27 activities with > 44 wd float
§7 Negative Float 80 0 (none allowed) Fail 80 activities with negative float
§8 High Duration 0.8% ≤5% of incomplete activities Pass 1 activities longer than 44 wd
§9 Invalid Dates 1 0 (none allowed) Fail 1 activities with dates inconsistent with data date 2026-03-06
§10 Resources — Not assessed PAM 200.1 §4.10: the IMS DID does not require resource loading, so DCMA publishes no canonical threshold for this item
§11 Missed Tasks — ≤5% of activities with baseline finish on or before status date Not assessed schedule has no baseline finish dates
§12 Critical Path Test Pass Pass / Fail Pass critical activities identified — note this item tests for their presence, not for an unbroken chain to the project finish; see the Open ends section
§13 Critical Path Length Index 0.95 ≥0.95 Pass CP length 591 wd to programme finish, finish float -27 wd
§14 Baseline Execution Index — ≥0.95 Not assessed schedule has no baseline finish dates
PAM 200.1 companion metrics
ItemMeasuredThresholdStatusNotes
Hit Task Percentage (PAM 200.1 §3.1.2.4 — BEI companion) — ≥0.95 (informational; PAM publishes no formal threshold) Not assessed no activities have baseline finish dates on or before the status date
10

Critical path to Practical Completion

Project finish target date: 2028-06-29 — 27 working days behind plan A slip on an activity below pushes the project finish date if it sits on a chain that reaches the finish and is not recovered on that same chain. 846 calendar days from the data date.

What this section answers: what controls the project finish date. The activities below are every activity the source scheduling tool flagged as critical — the critical set, which on a large programme is many chains, not one.

The 85 activities listed are flagged as critical by the source scheduling tool's own calendar-aware CPM.

This is the critical set, not a single chain. On a large programme it holds many chains running in parallel — the rows below are ordered by date, not by logic, so two adjacent rows are usually not linked to each other. A slip on one of them delays the project finish only if it sits on a chain that reaches the finish, and only if it is not offset by acceleration on that same chain. The Critical path sequence chart below traces the single controlling chain end to end, in logic order.

This is the remaining critical set: activities already complete are excluded, because finished work no longer drives the finish date. The cover tile counts the same set. Completed activities that were flagged critical are in the Excel appendix's Critical Path tab.

The critical_path finding in the analysis section reports any material disagreement between this stored set and ScheduleLens' own recalculation.

Critical path rollup — WBS summary bars

image/svg+xml schedule-analyser 2026-03 2026-05 2026-07 2026-09 2026-11 2027-01 2027-03 2027-05 2027-07 2027-09 Date Permits & Approvals Site Setup Excavation Foundation Piling Pile Caps & Ground Beams Basement Slab Substructure RC Columns L1-L3 Slab Pours L1-L3 Slab Pours L4-L6 Roof Slab Curtain Wall Electrical Rough-In Windows & Doors Building Envelope 2 act. 1 act. 1 act. 5 act. 4 act. 4 act. 1 act. 9 act. 6 act. 6 act. 3 act. 5 act. 6 act. 4 act. 1 act. Critical path rollup — 21 critical + 3 near-critical WBS clusters (showing top 15 of 24) Critical (stored is_critical) Near-critical (1–20 wd float)
One bar per WBS cluster that contains at least one critical or near-critical activity. Bar span is the cluster's envelope (earliest start to latest finish); the count at the right is the number of stored-critical activities in the cluster.

Critical path sequence — the driving chain in order

image/svg+xml schedule-analyser Permits & Approvals 2 act. 16 Feb 26 – 23 Mar 26 Excavation 1 act. 23 Mar 26 – 17 Apr 26 Foundation Piling 5 act. 10 Apr 26 – 17 Jul 26 Pile Caps & Ground Beams 4 act. 17 Jul 26 – 08 Sep 26 Basement Slab 4 act. 08 Sep 26 – 20 Oct 26 Substructure 1 act. 20 Oct 26 RC Columns L1-L3 6 act. 20 Oct 26 – 27 Nov 26 Slab Pours L1-L3 3 act. 27 Nov 26 – 31 Dec 26 Slab Pours L4-L6 6 act. 21 Dec 26 – 24 Feb 27 Electrical Rough-In 6 act. 30 Apr 27 – 29 Sep 27 Partitions & Ceilings 8 act. 07 Sep 27 – 09 Dec 27 Finishes & Decoration 4 act. 27 Oct 27 – 18 Feb 28 Joinery & Fixtures 6 act. 27 Jan 28 – 28 Mar 28 Interior Fit-Out 1 act. 28 Mar 28 Snagging & Punchlist 4 act. 09 May 28 – 12 Jun 28 Practical Completion 4 act. 08 Jun 28 – 29 Jun 28 Critical path sequence — 65 activities to Practical Completion Follow the arrows: each row reads in the direction the arrows point, then drops to the row below. Box = consecutive activities on the driving path sharing a WBS parent. Shade: darker = longer stage.
The driving path to the project endpoint, read in the direction the arrows point, row by row. Each box is a run of consecutive activities on that path sharing a WBS parent (or a single activity on short chains), labelled with how many activities it covers and its date envelope; shading is stage duration. Every activity on the chain is inside exactly one box — nothing is sampled or dropped. This is the same path 1 the float-path table ranks; the critical path rollup above shows the same work against the calendar.

Critical path — stored is_critical activities (part 1 of 3)

image/svg+xml schedule-analyser 2026-04 2026-07 2026-10 2027-01 2027-04 2027-07 2027-10 2028-01 2028-04 2028-07 Date PRE-130 Building control submission PRE-140 Building control approval SUB-110 Bulk excavation Zone A SUB-220 CFA piling Zone A SUB-240 Pile integrity testing SUB-310 Pile cap excavation SUB-330 Pile cap concrete pour SUB-410 Basement slab formwork SUB-430 Basement slab waterproofing MS-SUB-END Substructure complete SUP-120 Column formwork L1 SUP-310 Slab L1 formwork SUP-140 Column starter bars L2 SUP-320 Slab L1 reinforcement SUP-330 Slab L1 pour Critical path — downsampled to 45 of 85 activities (first and last pinned) rows 1–15 of 45 on this page
Activities flagged is_critical by the source scheduling tool, plotted on the project calendar. Bar length is the planned duration.

Critical path — stored is_critical activities (part 2 of 3)

image/svg+xml schedule-analyser 2026-04 2026-07 2026-10 2027-01 2027-04 2027-07 2027-10 2028-01 2028-04 2028-07 Date SUP-210 Column starter bars L3 SUP-350 Slab L2 reinforcement SUP-360 Slab L2 pour SUP-420 Slab L3 reinforcement SUP-440 Slab L4 formwork SUP-460 Slab L4 pour SUP-520 Roof slab reinforcement ENV-140 Curtain wall install North elevation MEP-130 Electrical containment L4-L6 MEP-140 Cable pulling L1-L3 ENV-320 Window install upper floors ENV-310 External doors install ENV-180 Curtain wall snagging MEP-160 Distribution boards MEP-170 Lighting wiring rough-in Critical path — downsampled to 45 of 85 activities (first and last pinned) rows 16–30 of 45 on this page
Activities flagged is_critical by the source scheduling tool, plotted on the project calendar. Bar length is the planned duration.

Critical path — stored is_critical activities (part 3 of 3)

image/svg+xml schedule-analyser 2026-04 2026-07 2026-10 2027-01 2027-04 2027-07 2027-10 2028-01 2028-04 2028-07 Date FIT-110 Stud partition L1 FIT-130 Stud partition L3 FIT-150 Stud partition L5-L6 FIT-160 Suspended ceilings L1-L3 FIT-170 Suspended ceilings L4-L6 FIT-220 Plastering L4-L6 FIT-260 Floor finishes L4-L6 FIT-320 Toilet vanity install FIT-340 Meeting room joinery FIT-360 Final joinery snagging CMS-210 Client walkthrough and snag list CMS-230 Minor snags rectification CMS-310 Building handover documentation CMS-330 Soft landings start MS-PC Practical Completion Critical path — downsampled to 45 of 85 activities (first and last pinned) rows 31–45 of 45 on this page
Activities flagged is_critical by the source scheduling tool, plotted on the project calendar. Bar length is the planned duration.
Activities on the critical path
IDNameWBSDuration (wd)Remaining (wd)Float (wd)Forecast startForecast finish
PRE-130 Building control submission Permits & Approvals 10 10 -27 2026-02-16 2026-03-02
PRE-140 Building control approval Permits & Approvals 15 11 -13 2026-03-02 2026-03-23
PRE-250 Site security and CCTV Site Setup 4 4 -7 2026-03-06 2026-03-12
SUB-110 Bulk excavation Zone A Excavation 17 17 -13 2026-03-23 2026-04-17
SUB-210 Piling rig mobilisation Foundation Piling 10 10 -14 2026-04-10 2026-04-24
SUB-220 CFA piling Zone A Foundation Piling 18 18 -14 2026-05-01 2026-05-28
SUB-230 CFA piling Zone B Foundation Piling 18 18 -14 2026-05-28 2026-06-23
SUB-240 Pile integrity testing Foundation Piling 10 10 -14 2026-06-08 2026-06-22
SUB-250 Pile trimming Foundation Piling 8 8 -14 2026-07-07 2026-07-17
SUB-310 Pile cap excavation Pile Caps & Ground Beams 8 8 -14 2026-07-17 2026-07-29
SUB-320 Pile cap reinforcement Pile Caps & Ground Beams 10 10 -14 2026-07-29 2026-08-12
SUB-330 Pile cap concrete pour Pile Caps & Ground Beams 6 6 -14 2026-08-12 2026-08-20
SUB-340 Ground beam install Pile Caps & Ground Beams 12 12 -14 2026-08-20 2026-09-08
SUB-410 Basement slab formwork Basement Slab 8 8 -14 2026-09-08 2026-09-18
SUB-420 Basement slab reinforcement Basement Slab 12 12 -14 2026-09-18 2026-10-06
SUB-430 Basement slab waterproofing Basement Slab 6 6 -14 2026-09-30 2026-10-08
SUB-440 Basement slab pour Basement Slab 8 8 -14 2026-10-08 2026-10-20
MS-SUB-END Substructure complete Substructure 0 0 -14 2026-10-20 2026-10-20
SUP-110 Column starter bars L1 RC Columns L1-L3 4 4 -14 2026-10-20 2026-10-26
SUP-120 Column formwork L1 RC Columns L1-L3 6 6 -14 2026-10-26 2026-11-03
SUP-130 Column pour L1 RC Columns L1-L3 4 4 -14 2026-11-03 2026-11-09
SUP-310 Slab L1 formwork Slab Pours L1-L3 8 8 0 2026-11-03 2026-11-13
SUP-140 Column starter bars L2 RC Columns L1-L3 4 4 -14 2026-11-09 2026-11-13
SUP-150 Column formwork L2 RC Columns L1-L3 6 6 -14 2026-11-13 2026-11-23
SUP-320 Slab L1 reinforcement Slab Pours L1-L3 8 8 0 2026-11-13 2026-11-25
SUP-160 Column pour L2 RC Columns L1-L3 4 4 -14 2026-11-23 2026-11-27
SUP-330 Slab L1 pour Slab Pours L1-L3 6 6 0 2026-11-25 2026-12-03
SUP-340 Slab L2 formwork Slab Pours L1-L3 8 8 -14 2026-11-27 2026-12-09
SUP-210 Column starter bars L3 RC Columns L1-L3 4 4 -6 2026-12-01 2026-12-07
SUP-220 Column formwork L3 RC Columns L1-L3 6 6 -6 2026-12-07 2026-12-15
SUP-350 Slab L2 reinforcement Slab Pours L1-L3 8 8 -14 2026-12-09 2026-12-21
SUP-230 Column pour L3 RC Columns L1-L3 4 4 -6 2026-12-15 2026-12-21
SUP-360 Slab L2 pour Slab Pours L1-L3 6 6 -14 2026-12-21 2026-12-31
SUP-410 Slab L3 formwork Slab Pours L4-L6 8 8 -14 2026-12-21 2027-01-05
SUP-420 Slab L3 reinforcement Slab Pours L4-L6 8 8 -14 2027-01-05 2027-01-15
SUP-430 Slab L3 pour Slab Pours L4-L6 6 6 -14 2027-01-15 2027-01-25
SUP-440 Slab L4 formwork Slab Pours L4-L6 8 8 -14 2027-01-25 2027-02-04
SUP-450 Slab L4 reinforcement Slab Pours L4-L6 8 8 -14 2027-02-04 2027-02-16
SUP-460 Slab L4 pour Slab Pours L4-L6 6 6 -14 2027-02-16 2027-02-24
SUP-510 Roof slab formwork Roof Slab 10 10 -14 2027-02-24 2027-03-10
SUP-520 Roof slab reinforcement Roof Slab 8 8 -14 2027-03-10 2027-03-22
SUP-530 Roof slab pour Roof Slab 6 6 -14 2027-03-22 2027-04-01
ENV-140 Curtain wall install North elevation Curtain Wall 15 15 -14 2027-04-09 2027-04-30
ENV-150 Curtain wall install East elevation Curtain Wall 15 15 -14 2027-04-30 2027-05-24
MEP-130 Electrical containment L4-L6 Electrical Rough-In 18 18 -4 2027-04-30 2027-05-27
ENV-160 Curtain wall install South elevation Curtain Wall 15 15 -14 2027-05-24 2027-06-14
MEP-140 Cable pulling L1-L3 Electrical Rough-In 20 20 -4 2027-05-27 2027-06-24
ENV-170 Curtain wall install West elevation Curtain Wall 15 15 -14 2027-06-14 2027-07-05
ENV-320 Window install upper floors Windows & Doors 12 12 -14 2027-06-14 2027-06-30
MEP-150 Cable pulling L4-L6 Electrical Rough-In 20 20 -4 2027-06-24 2027-07-22
ENV-310 External doors install Windows & Doors 10 10 0 2027-06-28 2027-07-12
ENV-330 Window install lower floors Windows & Doors 12 12 -14 2027-06-30 2027-07-16
ENV-180 Curtain wall snagging Curtain Wall 8 8 0 2027-07-05 2027-07-15
ENV-340 Glazing and seals Windows & Doors 8 8 -14 2027-07-16 2027-07-28
MEP-160 Distribution boards Electrical Rough-In 12 12 -4 2027-07-22 2027-08-09
MS-ENV-END Envelope watertight Building Envelope 0 0 -14 2027-07-28 2027-07-28
MEP-170 Lighting wiring rough-in Electrical Rough-In 18 18 -4 2027-08-09 2027-09-03
MEP-180 Power outlet rough-in Electrical Rough-In 18 18 -4 2027-09-03 2027-09-29
FIT-110 Stud partition L1 Partitions & Ceilings 12 12 -14 2027-09-07 2027-09-23
FIT-120 Stud partition L2 Partitions & Ceilings 12 12 -14 2027-09-15 2027-10-01
FIT-130 Stud partition L3 Partitions & Ceilings 12 12 -14 2027-09-23 2027-10-11
FIT-140 Stud partition L4 Partitions & Ceilings 12 12 -14 2027-10-01 2027-10-19
FIT-150 Stud partition L5-L6 Partitions & Ceilings 18 18 -14 2027-10-11 2027-11-04
FIT-160 Suspended ceilings L1-L3 Partitions & Ceilings 25 25 -14 2027-10-11 2027-11-15
FIT-210 Plastering L1-L3 Finishes & Decoration 20 20 -15 2027-10-27 2027-11-24
FIT-170 Suspended ceilings L4-L6 Partitions & Ceilings 25 25 -14 2027-11-04 2027-12-09
FIT-180 Ceiling integration MEP Partitions & Ceilings 12 12 -14 2027-11-15 2027-12-01
FIT-220 Plastering L4-L6 Finishes & Decoration 20 20 -15 2027-11-24 2027-12-22
FIT-240 Painting L4-L6 Finishes & Decoration 18 18 -15 2027-12-22 2028-01-19
FIT-260 Floor finishes L4-L6 Finishes & Decoration 22 22 -15 2028-01-19 2028-02-18
FIT-310 Reception joinery Joinery & Fixtures 15 15 -15 2028-01-27 2028-02-17
FIT-320 Toilet vanity install Joinery & Fixtures 18 18 -15 2028-01-27 2028-02-22
FIT-330 Tea-point joinery Joinery & Fixtures 12 12 -15 2028-02-03 2028-02-21
FIT-340 Meeting room joinery Joinery & Fixtures 18 18 -15 2028-02-10 2028-03-07
FIT-350 Built-in storage and fittings Joinery & Fixtures 15 15 -15 2028-02-24 2028-03-16
FIT-360 Final joinery snagging Joinery & Fixtures 8 8 -15 2028-03-16 2028-03-28
MS-FIT-END Fit-out complete Interior Fit-Out 0 0 -15 2028-03-28 2028-03-28
CMS-210 Client walkthrough and snag list Snagging & Punchlist 5 5 -15 2028-05-09 2028-05-16
CMS-220 Major snags rectification Snagging & Punchlist 15 15 -15 2028-05-16 2028-06-06
CMS-230 Minor snags rectification Snagging & Punchlist 12 12 -15 2028-05-25 2028-06-12
CMS-240 Final inspection Snagging & Punchlist 4 4 -15 2028-06-06 2028-06-12
CMS-310 Building handover documentation Practical Completion 8 8 -15 2028-06-08 2028-06-20
CMS-320 O&M manuals issued Practical Completion 4 4 -15 2028-06-20 2028-06-26
CMS-330 Soft landings start Practical Completion 3 3 -15 2028-06-26 2028-06-29
MS-PC Practical Completion Practical Completion 0 0 -15 2028-06-29 2028-06-29
11

Float analysis

Float analysis measures how much delay each activity can absorb before it pushes the project finish. Activities with zero or near-zero float drive the completion date.

Float distribution

image/svg+xml schedule-analyser negative 0 1-10 11-44 >44 Total float (working days) 0 10 20 30 40 50 60 70 80 Activities 80 5 8 16 30 Float distribution
Distribution of total float across incomplete activities. Too many activities with very high float (DCMA §6: > 44 days) often indicates missing successor logic; any negative float means the schedule cannot meet an imposed date (DCMA §7).

Chart colour key (DCMA §6/§7 bands):

Note: the cover-page Near-critical activities headline counts activities within the schedule's status cycle rather than the strict 1–10 wd band, so it can include activities that fall in the orange and blue regions of the chart. See METHODOLOGY §5c.2.

Float distribution (counts)
BucketActivities
negative 80
0 5
1-10 8
11-44 16
>44 30
12

Recommendations

Actions identified: 3 Findings-driven go-forward actions. Each recommendation traces to a specific finding, warning, or metric in this report.

Concrete next actions derived from this analysis. Every recommendation below references a specific number, finding, or warning elsewhere in the report — nothing speculative.

Industry precedent (AACE RP 29R-03 §4.3; CIOB Guide §5.5) treats this section as a required deliverable element of any forensic report.

Full forensic record

Forensic appendix

Full evidence, registers, methodology, standards citations.

13

Findings

Findings: 20

The analysis engine identified twenty findings across the schedule model, comprising one critical item, eight warnings, and eleven informational observations. The critical finding relates to eighty activities displaying negative float, a condition that indicates the network logic cannot currently achieve the planned completion dates. This aligns with the DCMA 14-Point Assessment §4.7 guidance, which states that negative float means the schedule's logic cannot achieve the contractual completion date and that ideally there should not be any negative float in the schedule. Several warning-level findings further support this conclusion, noting that key milestones including Substructure complete and Practical Completion are projected to finish fourteen to fifteen working days late. The Critical Path Length Index of 0.95 sits at the threshold defined by DCMA 14-Point Assessment §3.1.2.3, where a value less than 0.95 requires further investigation into the recovery rate required. Reviewers are advised to examine the critical finding regarding negative float and the associated milestone delays to determine the validity of the current schedule logic.

All findings by severity
SeverityCheckTitleAffected activitiesReference
critical Float analysis 80 activities with negative float PRE-130, PRE-140, PRE-250, SUB-110, SUB-210 (full list in Excel appendix) DCMA §6/§7 · AACE §4.3 · PMI §3.4.2 · PMBOK §2.3 · CIOB §4.28
warning Float analysis 30 activities with float over 44 days SUP-610, SUP-620, MS-SUP-END, MEP-110, MEP-320 (full list in Excel appendix) DCMA §6/§7 · AACE §4.3 · PMI §3.4.2 · PMBOK §2.3 · CIOB §4.28
warning Milestone deliverability Schedule cannot deliver Substructure complete on its planned date (2026-10-20) — 14 days negative float DCMA §7 · AACE §4.3 · SCL §8.1 · CIOB §4.8.4
warning Milestone deliverability Schedule cannot deliver Envelope watertight on its planned date (2027-07-28) — 14 days negative float DCMA §7 · AACE §4.3 · SCL §8.1 · CIOB §4.8.4
warning Milestone deliverability Schedule cannot deliver Fit-out complete on its planned date (2028-03-28) — 15 days negative float DCMA §7 · AACE §4.3 · SCL §8.1 · CIOB §4.8.4
warning Milestone deliverability Schedule cannot deliver Practical Completion on its planned date (2028-06-29) — 15 days negative float DCMA §7 · AACE §4.3 · SCL §8.1 · CIOB §4.8.4
warning Out-of-sequence 1 activities started before a predecessor finished PRE-140 AACE §2 · PMI §3.4.8 · CIOB §5.6.1
warning Progress 1 activities behind on finish PRE-130 DCMA §9/§11 · SCL §1 · PMBOK §2.3 · CIOB §5.5, §5.6
warning Relationships 10 relationships with positive lag DCMA §2/§3/§4 · AACE §2 · PMI §3.2.1.3 · §3.4.9 · §3.4.10 · CIOB §4.25, §4.26
info Calendars 1 calendars in use AACE §2 · PMI §3.1.2.6 · PMBOK §2.3 · CIOB §4.13
info Constraints 4 constrained activities DCMA §5 · AACE §2 · SCL §1 · PMI §3.4.6 · PMBOK §2.3 · CIOB §4.27
info Critical path CPLI = 0.95 DCMA §11/§13 · AACE §4.3 · PMI §3.4.1 · PMBOK §2.3 · CIOB §4.29
info Durations 1 activities with duration over 44 days ENV-120 DCMA §8 · PMI §3.2.1.5 · CIOB §4.2, §4.19
info Float analysis Float distribution DCMA §6/§7 · AACE §4.3 · PMI §3.4.2 · PMBOK §2.3 · CIOB §4.28
info Float analysis 11 near-critical activities SUP-240, SUP-250, SUP-260, ENV-110, ENV-120 (full list in Excel appendix) DCMA §6/§7 · AACE §4.3 · PMI §3.4.2 · PMBOK §2.3 · CIOB §4.28
info Redundant logic 6 potentially redundant relationships AACE §2 · PMI §3.4.7
info Open ends 1 activities with no predecessor EXT-310 DCMA §1 · AACE §2 · PMI §3.4.7 · CIOB §4.23.1
info Relationships Relationship type distribution DCMA §2/§3/§4 · AACE §2 · PMI §3.2.1.3 · §3.4.9 · §3.4.10 · CIOB §4.25, §4.26
info Scheduling options Schedule calculated under Retained Logic AACE §3.3.D · SCL §11 · CIOB §4.30.7.39
info Scheduling options Total float calculated using finish float AACE §3.3.D · SCL §11 · CIOB §4.30.7.39
14

Logic quality

Logic quality checks assess whether the network is fully driven by sequential dependencies. Gaps, excessive non-FS links, and dangling chains all undermine the critical path calculation.

Relationship type distribution
TypeCount
FS 172
SS 8
FF 0
SF 0
Total 180
FS ratio 95.6%
Open ends
FindingCount
1 activities with no predecessor 1
Other logic-quality findings
CheckCount
Redundant relationships 6
Out-of-sequence progress 1
15

Open ends

Activities with missing logic — either no predecessor (nothing must happen before them) or no successor (nothing depends on their completion).

DCMA 14-Point §1 expects fewer than 5% of incomplete activities to have open logic.

Review each row and confirm with the planner whether the logic gap is intentional.

Activities with open logic
IDNameWBSIssueDuration (wd)Float (wd)
EXT-310 Boundary fencing Boundary Treatments No predecessor 12 199
16

Schedule metadata

Source and calculation
FieldValue
Source format xer
Data date 2026-03-06
Project start 2026-01-05
Project finish 2028-06-29
Activities 149
Relationships 180
Calendars 1

Scheduling options read from the source file. These govern how the source scheduling tool calculated float and the critical path.

Two options in particular (Progress Override and the 'Include all activities meeting CP definition' flag) can change the reported critical path materially without changing a single activity or relationship.

Any setting that warrants a warning is listed separately in the Findings table above.

Scheduling options
OptionValue
Retained Logic Yes (ON)
Progress Override No (OFF)
Include all activities meeting CP definition No (recommended)
Float type Finish Float
External-project dependency handling Apply external dates to both start and finish
Use Expected Finish dates Yes
Lag from predecessor early start Yes
Calendar used for relationship lag Predecessor calendar
Source file
FieldValue
P6 version 19.12
Export date 2026-03-06
17

DCMA detail — offending activities

The activities and relationships behind each failing DCMA item, most severe first. Tables are capped at 20 rows; the Excel appendix's “DCMA detail” sheet carries the full lists.

§3 Lags — 9 of 155 relationships
RefNameValue
MEP-280 → FIT-160 Insulation and labelling → Suspended ceilings L1-L3 FS lag +15 wd
CMS-110 → CMS-120 Mechanical commissioning → Electrical commissioning SS lag +8 wd
SUB-110 → SUB-120 Bulk excavation Zone A → Bulk excavation Zone B SS lag +5 wd
ENV-210 → ENV-220 Cladding survey and setting-out → Cladding North elevation SS lag +5 wd
FIT-110 → FIT-120 Stud partition L1 → Stud partition L2 SS lag +4 wd
FIT-120 → FIT-130 Stud partition L2 → Stud partition L3 SS lag +4 wd
FIT-130 → FIT-140 Stud partition L3 → Stud partition L4 SS lag +4 wd
FIT-140 → FIT-150 Stud partition L4 → Stud partition L5-L6 SS lag +4 wd
SUP-330 → SUP-440 Slab L1 pour → Slab L4 formwork SS lag +2 wd
§6 High Float — 27 activities with > 44 wd float (showing 20 of 27 — full list in the Excel appendix)
RefNameValue
EXT-110 External drainage 200 wd float
EXT-120 Sub-base preparation 200 wd float
EXT-130 Tarmac surfacing 200 wd float
EXT-140 Line marking and signage 200 wd float
EXT-210 Soft landscape preparation 200 wd float
EXT-220 Planting and turf 200 wd float
EXT-230 Hard landscape features 200 wd float
EXT-310 Boundary fencing 199 wd float
EXT-320 Gates and access controls 199 wd float
MEP-355 Additional fire-water tank install 124 wd float
MEP-320 Riser plumbing 113 wd float
MEP-330 Floor plumbing L1-L3 113 wd float
MEP-340 Floor plumbing L4-L6 113 wd float
MEP-350 Sprinkler mains 113 wd float
MEP-360 Sprinkler floor distribution 113 wd float
CMS-110 Mechanical commissioning 98 wd float
CMS-120 Electrical commissioning 98 wd float
CMS-130 BMS integration and tuning 98 wd float
CMS-140 Fire and life-safety witness tests 98 wd float
CMS-150 Air leakage and BREEAM tests 98 wd float
§7 Negative Float — 80 activities with negative float (showing 20 of 80 — full list in the Excel appendix)
RefNameValue
PRE-130 Building control submission -27 wd float
FIT-210 Plastering L1-L3 -15 wd float
FIT-220 Plastering L4-L6 -15 wd float
FIT-240 Painting L4-L6 -15 wd float
FIT-260 Floor finishes L4-L6 -15 wd float
FIT-310 Reception joinery -15 wd float
FIT-320 Toilet vanity install -15 wd float
FIT-330 Tea-point joinery -15 wd float
FIT-340 Meeting room joinery -15 wd float
FIT-350 Built-in storage and fittings -15 wd float
FIT-360 Final joinery snagging -15 wd float
MS-FIT-END Fit-out complete -15 wd float
CMS-210 Client walkthrough and snag list -15 wd float
CMS-220 Major snags rectification -15 wd float
CMS-230 Minor snags rectification -15 wd float
CMS-240 Final inspection -15 wd float
CMS-310 Building handover documentation -15 wd float
CMS-320 O&M manuals issued -15 wd float
CMS-330 Soft landings start -15 wd float
MS-PC Practical Completion -15 wd float
§9 Invalid Dates — 1 activities with dates inconsistent with data date 2026-03-06
RefNameValue
PRE-130 Building control submission forecast finish 2026-03-02 before data date
18

Excel appendix guide

The accompanying .xlsx workbook is the audit companion to this PDF. Wherever the PDF says full list in Excel appendix, the matching tab below carries the unabridged data.

The workbook is laid out in two tiers. The first tier (presentation tabs) gives audit-ready tables of milestones, the critical path, ranked float paths, and the full activity register. The second tier (findings-register tabs) drills into each individual finding with affected activities — one tab per finding.

Tier 1 — presentation tabs
TabContents
Summary Schedule metadata (project dates, activity count) plus every finding with severity, count, and reference. The row to start at when triaging the report.
Key Milestones The full set of detected key milestones with the detection rationale spelled out (contractual keyword, user-supplied keyword, or critical-path WBS-tail fallback). The PDF body is capped at 15; this tab is uncapped.
Critical Path Every activity flagged critical by the source scheduling tool, complete and incomplete. The PDF Critical-path section filters to incomplete-only for clarity; this tab is the unfiltered companion.
Float Paths Every ranked near-critical chain — the full list behind the PDF Float-path risk section's top-5 table. Includes the activity sequence comma-separated for search.
Activities Every activity in the schedule with predecessors and successors inline. The audit substrate — whatever the PDF Findings table references, look up the activity row here to see its surrounding logic.
DCMA detail The full offender lists behind each failing DCMA item — one block per check, most severe first. The PDF's DCMA detail appendix caps at 20 rows per check; this tab is uncapped. Present only when at least one item fails.
Tier 2 — findings-register tabs
TabContents
Behind on finish Activities planned to finish before the data date with no actual finish recorded.
Float over threshold Activities with total float above DCMA §6's 44-day threshold — usually a sign of missing successor logic.
Long-duration activities Activities with planned duration above DCMA §8's 44-day threshold — candidates to break down further.
Near-critical activities Activities within the schedule's status-cycle float band.
Negative-float activities Activities with negative total float — the schedule cannot meet its imposed dates without acceleration.
OOS - started early Activities that started before a predecessor finished. The Predecessor IDs column lists the incomplete predecessors.
Open ends - no predecessor Incomplete activities with no predecessor — they will start on the project start date regardless of true sequencing.

These are the register tabs this analysis produced. The list is derived from the findings themselves, so it matches the workbook exactly rather than describing every tab the tool can emit.

19

Methodology

This report assesses the uploaded schedule against the published industry standards listed below. Each finding traces to a specific rule in one or more of those standards. The analysis is automated and deterministic — the same schedule file will always produce the same findings.

Scope of this analysis. This report is based solely on the schedule file you uploaded. Two conventions govern how its figures were derived, and both matter when reconciling them against the source tool:

Units. Day figures in this report are calendar days unless they are marked as working days. Two different quantities are being measured and the distinction is deliberate.

Movement between two dates — how far completion, a milestone or the schedule end has moved between submissions — is reported in calendar days. Elapsed time is the same quantity for every activity on a programme, so figures measured this way can be compared with each other, and they do not change when a calendar's holidays are edited. AACE RP 29R-03 directs that as-built comparison be carried out in calendar days for this reason, and cautions that float expressed in workday units differs between activities on different calendars; SCL Protocol §8.8 gives the same caution where multiple work-day calendars are in use.

Schedule properties — float, activity durations, the delay quantum recorded against each event, and the DCMA thresholds — are reported in working days, and are marked as such wherever they appear. These are not spans between two dates and have no calendar-day equivalent: an activity whose duration grows from 10 to 20 working days has no single elapsed-day value, because that depends on where in the calendar the work falls. The DCMA 14-point checks define their thresholds in working days, so restating them would change what is being tested.

A working-day figure is counted on the calendar assigned to the activity it describes, not on the project default — on a programme running five-day and seven-day calendars together, the same elapsed period is a different number of working days for different activities.

Use of AI. The ScheduleLens analysis engine computed every finding, figure, score and chart in this report. At the requester's election, a language model (qwen3-6-27b, via Venice) then wrote the explanatory prose in the sections “Executive Summary”, “Where to focus first”, “Float-path risk” and “Findings”. It worked only from those computed results. It did not see the schedule file and did no analysis of its own. Where prose and a table or chart differ, the table or chart governs.

Standards referenced
Short nameFull titleEditionSections cited
DCMA 14-Point DCMA EVMS Program Analysis Pamphlet (PAM) — §4 14 Point Schedule Metrics for IMS Analysis DCMA-EA PAM 200.1, October 2012 §1, §2, §3, §4, §5, §6, §7, §8, §9, §10, §11, §12, §13, §14
SCL Protocol SCL Delay & Disruption Protocol, 2nd Edition 2nd Edition (2017) §1, §8.1, §10, §11, Appendix B
AACE RP 29R-03 AACE Recommended Practice 29R-03 — Forensic Schedule Analysis §2, §3.3.D, §3.3.E, §4.2, §4.2.A, §4.2.F, §4.3, §4.3.A.2, §4.3.C, §4.3.D.2, §4.3.D.3, §4.4, §4.6, §4.8
PMI Practice Standard PMI Practice Standard for Scheduling 2nd Edition (2011) §3.1.2.6, §3.2.1.3, §3.2.1.5, §3.4.1, §3.4.2, §3.4.6, §3.4.7, §3.4.8, §3.4.9, §3.4.10, (Schedule Levels)
CIOB Guide CIOB Guide to Good Practice in the Management of Time 2nd Edition §1.8, §2.1, §2.10, §4.2, §4.8.4, §4.10, §4.13, §4.19, §4.23.1, §4.25, §4.26, §4.27, §4.28, §4.29, §4.30, §4.30.7.39, §5.5, §5.6, §5.6.1
PMBOK PMI Body of Knowledge — Schedule Management §2.3

ScheduleLens is not affiliated with, endorsed by, or certified by AACE International, the Project Management Institute, the Defense Contract Management Agency, the Chartered Institute of Building, the Society of Construction Law, or the Government Accountability Office. Citations to these standards in this report are bibliographic, indicating the analytical basis for each check.

20

Appendix A — Reference Standards

Each abbreviation used in the Reference column of the findings table maps to the full title below.

These are bibliographic citations indicating the analytical basis for each check. ScheduleLens is not affiliated with, endorsed by, or certified by AACE International, PMI, DCMA, CIOB, or the Society of Construction Law.

Cited standards
Abbrev.Full title
AACE AACE International Recommended Practice 29R-03: Forensic Schedule Analysis
CIOB CIOB Guide to Good Practice in the Management of Time in Major Projects
PMBOK Project Management Institute — A Guide to the Project Management Body of Knowledge (PMBOK® Guide), 8th Edition, 2025
PMI Project Management Institute — Practice Standard for Scheduling, 2nd Edition, 2011
DCMA US Defense Contract Management Agency 14-Point Schedule Assessment
SCL Society of Construction Law Delay and Disruption Protocol, 2nd Edition