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ScheduleLens Schedule Health

Project

SL-DEMO

2026-08-10 · sourced from XER

Schedule health

Red

1 critical finding — review immediately.

Red flags

1

Critical-severity findings — review immediately.

Warnings

8

Critical-path activities

8

Activities on the longest (critical) path — zero or negative total float, driving the completion date.

Near-critical activities

11

Activities with 1–20 working days of total float — within one status cycle of becoming critical.

DCMA score

D · 6 / 14

DCMA 14-point checks passed (3 not assessed).

Project start

2026-01-05

Data date

2026-03-06

157 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, PF scenarios and compression
  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.

The tool does not perform a full critical-path method recalculation and 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.

70 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 integrity issue, driven primarily by seventy activities exhibiting negative float. This condition undermines confidence in the reported completion dates, as the schedule indicates an inability to deliver key milestones, including Practical Completion, on their planned dates. The presence of such widespread negative float suggests the current logic or duration estimates do not align with the remaining programme, requiring immediate review to determine if the delay is real or a modelling artifact. The reader should examine the float analysis section to verify the extent of the negative float and its 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 MEP Rough-In and Superstructure packages present the most significant schedule risks, driven primarily by the presence of negative float and a high concentration of near-critical activities. These areas warrant immediate review to understand the extent of the logic constraints and float erosion.

Priority WBS packages
PackageCriticalWarningAffectedNear-crit.Top issues
MEP Rough-In 1 2 22 8 Activities with negative float (7 of 70); Activities with float over 44 days (7 of 54)
Superstructure 1 2 29 3 Activities with negative float (18 of 70); Activities with float over 44 days (8 of 54)
Interior Fit-Out 1 2 22 0 Activities with negative float (18 of 70); Activities with float over 44 days (4 of 54)
Pre-Construction 1 2 3 3 Activities with negative float (3 of 70); Activities started before a predecessor finished (1 of 1)
Commissioning & Handover 1 1 13 0 Activities with negative float (8 of 70); Activities with float over 44 days (5 of 54)
03

Key Milestones

Key milestones: 3 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 — planned dates and progress
MilestonePlanned startPlanned finishActual startProgressTotal floatOn critical path
Substructure complete 2026-10-20 2026-10-20 0% -15 wd Yes
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
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 should have been consumed by a given date under the baseline plan. 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. SPI < 1.00 ⇒ behind plan; SPI > 1.00 ⇒ ahead.

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 2026-07 2027-01 2027-07 2028-01 2028-07 2029-01 2029-07 Date 0 20 40 60 80 100 Cumulative % complete (duration-weighted) data date 2026-03-06 Progress S-curve (duration-weighted) SPI = 0.83 · EV 4.8% · PV 5.8% · SV -1.0pp 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, PF scenarios and compression

EV-implied finish: Unstable — see PF rows Recent EV trajectory does not support a single implied date — see the PF-scenario rows below for a productivity-bracketed range.

The schedule data indicates that the recent earned-value trajectory is unstable and does not support a single implied completion date. Consequently, the forecast relies on productivity-factor scenarios to establish a range of plausible outcomes relative to the stored plan. These scenarios demonstrate how variations in productivity rates shift the implied Practical Completion date, with lower productivity resulting in later completion. This panel serves as a high-level sanity check and does not replace a full critical-path recalculation.

Implied PC dates
ScenarioPFImplied PCvs stored
Current trajectory from EV see PF rows below
Conservative 85% 2028-12-29 +183 days vs stored
Realistic ambition 95% 2028-09-18 +81 days vs stored
Stored (planned) 100% 2028-06-29 matches stored

Remaining-plan compression: 1.40× the demonstrated production rate — significant compression (required 0.113 vs demonstrated 0.080 pp/day; band thresholds 1.10 / 1.35 / 1.75 are heuristic calibration — a feasibility flag, not a determination). The remaining plan asks for roughly 40 % faster production than the recent demonstrated pace, sustained to completion — out-performance of a kind the recent history does not show. At the demonstrated rate the plan crosses the severe-compression threshold around 2027-04-03.

Indicative only. The PF rows apply the named productivity factor to remaining durations on labour activities (procurement / milestones are not scaled) and re-trace the longest path. They do not re-level resources, re-apply calendars, or re-optimise logic — use alongside a native P6 re-schedule for any contractual decision (METHODOLOGY §5b).

06

Float-path risk

Near-critical paths: 4 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.

Four float paths sit within twenty working days of the critical path, with the cluster dominated by zero-float chains that are already critical. These near-critical paths represent forward risk because any of them could become controlling with a small slip. The table below details the top sub-critical paths ranked by float ascending, including their driving activities and envelope dates.

Top 3 float paths
#FloatActivitiesEnvelopeDriving activityBranches from
1 0 wd 60 2026-02-16 → 2028-06-29 PRE-130 — Building control submission
2 0 wd 59 (1 unique) 2026-03-06 → 2028-06-29 PRE-250 — Site security and CCTV Path 1 at SUB-110
3 0 wd 42 (9 unique) 2026-12-01 → 2028-06-29 SUP-210 — Column starter bars L3 Path 1 at MEP-130

Top 3 of 5 shown — 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: 6 / 14 — 5 fails, 3 not assessed

DCMA 14-Point Assessment: 6 pass, 5 fail, 3 not assessed.

DCMA items needing attention
ItemMeasuredThresholdStatusNotes
§1 Logic 5.8% ≤5% of incomplete activities Fail 8 of 139 incomplete activities
§3 Lags 5.9% ≤5% of relationships Fail 10 of 170 relationships
§6 High Float 38.8% ≤5% of incomplete activities Fail 54 activities with > 44 wd float
§7 Negative Float 70 0 (none allowed) Fail 70 activities with negative float
§9 Invalid Dates 1 0 (none allowed) Fail 1 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 0 wd 60 2026-02-16 → 2028-06-29 PRE-130 — Building control submission
2 0 wd 59 (1 unique) 2026-03-06 → 2028-06-29 PRE-250 — Site security and CCTV Path 1 at SUB-110
3 0 wd 42 (9 unique) 2026-12-01 → 2028-06-29 SUP-210 — Column starter bars L3 Path 1 at MEP-130
4 5 wd 30 (8 unique) 2027-03-03 → 2028-06-29 MEP-210 — Plant room frame and pads Path 1 at FIT-160
5 9 wd 39 (3 unique) 2026-11-03 → 2028-06-29 SUP-310 — Slab L1 formwork Path 3 at SUP-440

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

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 Path 1 (critical) · 0 wd · 60 act. Path 2 · 0 wd · 1 act. Path 3 · 0 wd · 9 act. Path 4 · 5 wd · 8 act. Path 5 · 9 wd · 3 act. PRE-130 — Building control submission PRE-250 — Site security and CCTV SUP-210 — Column starter bars L3 MEP-210 — Plant room frame and pads SUP-310 — Slab L1 formwork Practical Completion Top 5 float paths — divergent windows on the project calendar Critical path (Path 1) Near-critical alternative (divergent window) Float window (total float, approx. calendar) Data date Contractual milestone
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: 6 / 14 — 5 fails, 3 not assessed

DCMA 14-Point Assessment: 6 pass, 5 fail, 3 not assessed.

DCMA 14-Point items
ItemMeasuredThresholdStatusNotes
§1 Logic 5.8% ≤5% of incomplete activities Fail 8 of 139 incomplete activities
§2 Leads 0 0 (none allowed) Pass 0 negative lag(s)
§3 Lags 5.9% ≤5% of relationships Fail 10 of 170 relationships
§4 Relationship Types 95.3% ≥90% Finish-Start Pass 162 of 170 are Finish-Start
§5 Hard Constraints 1.4% ≤5% of incomplete activities Pass 2 hard constraint(s)
§6 High Float 38.8% ≤5% of incomplete activities Fail 54 activities with > 44 wd float
§7 Negative Float 70 0 (none allowed) Fail 70 activities with negative float
§8 High Duration 0.7% ≤5% of incomplete activities Pass 1 activities longer than 44 wd
§9 Invalid Dates 1 0 (none allowed) Fail 1 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 a continuous critical path was identified
§13 Critical Path Length Index 0.95 ≥0.95 Pass CP length 591 wd, finish float -28 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 — 15 working days behind plan Any slip on the activities below pushes the project finish date unless recovered elsewhere on the chain. 846 calendar days from today.

What this section answers: what controls the project finish date. The activities below are the ones whose slip directly delays the entire project — the controlling chain.

The 70 activities listed are flagged as critical by the source scheduling tool's own calendar-aware CPM and are ordered by planned start date. Any slip on any of them delays the project finish unless offset by acceleration elsewhere on the same path.

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

Critical path rollup — WBS summary bars

image/svg+xml schedule-analyser 2026-04 2026-07 2026-10 2027-01 2027-04 2027-07 2027-10 2028-01 2028-04 Date Permits & Approvals Site Setup Excavation Foundation Piling Pile Caps & Ground Beams Basement Slab Substructure RC Columns L1-L3 Slab Pours L1-L3 RC Columns L4-L6 Slab Pours L4-L6 Electrical Rough-In Partitions & Ceilings Finishes & Decoration Joinery & Fixtures 2 act. 1 act. 1 act. 5 act. 4 act. 4 act. 1 act. 9 act. 3 act. 3 act. 3 act. 7 act. 8 act. 4 act. 6 act. Critical path rollup — 18 critical + 2 near-critical WBS clusters (showing top 15 of 20) 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 network — inter-cluster dependencies

image/svg+xml schedule-analyser Permits & Approvals 2 act. Site security and CCTV 1 act. Bulk excavation Zone A 1 act. Foundation Piling 5 act. Pile Caps & Ground Beams 4 act. Basement Slab 4 act. Substructure complete 1 act. RC Columns L1-L3 9 act. Slab Pours L1-L3 3 act. RC Columns L4-L6 3 act. Slab Pours L4-L6 3 act. Electrical Rough-In 7 act. Partitions & Ceilings 8 act. Finishes & Decoration 4 act. Joinery & Fixtures 6 act. Fit-out complete 1 act. Snagging & Punchlist 4 act. Practical Completion 4 act. Critical path network — 18 WBS clusters, 18 inter-cluster dependencies Box shade: darker = more critical activities in the cluster
Node = WBS cluster containing stored-critical activities. Arrow = at least one activity in the source cluster is a predecessor of an activity in the target cluster. Layout is topological left-to-right; columns are depth levels from project start.

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-210 Piling rig mobilisation SUB-230 CFA piling Zone B SUB-240 Pile integrity testing SUB-310 Pile cap excavation SUB-330 Pile cap concrete pour SUB-340 Ground beam install SUB-420 Basement slab reinforcement SUB-430 Basement slab waterproofing MS-SUB-END Substructure complete SUP-120 Column formwork L1 SUP-130 Column pour L1 SUP-150 Column formwork L2 Critical path — downsampled to 45 of 70 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-160 Column pour L2 SUP-210 Column starter bars L3 SUP-350 Slab L2 reinforcement SUP-230 Column pour L3 SUP-240 Column starter bars L4 SUP-250 Column formwork L4 SUP-440 Slab L4 formwork SUP-460 Slab L4 pour MEP-120 Electrical containment L1-L3 MEP-140 Cable pulling L1-L3 MEP-150 Cable pulling L4-L6 MEP-170 Lighting wiring rough-in MEP-180 Power outlet rough-in FIT-120 Stud partition L2 FIT-140 Stud partition L4 Critical path — downsampled to 45 of 70 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-150 Stud partition L5-L6 FIT-210 Plastering L1-L3 FIT-170 Suspended ceilings L4-L6 FIT-220 Plastering L4-L6 FIT-260 Floor finishes L4-L6 FIT-310 Reception joinery FIT-330 Tea-point joinery FIT-340 Meeting room joinery FIT-360 Final joinery snagging CMS-210 Client walkthrough and snag list CMS-220 Major snags rectification CMS-240 Final inspection CMS-310 Building handover documentation CMS-330 Soft landings start MS-PC Practical Completion Critical path — downsampled to 45 of 70 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)Float (wd)Planned startPlanned finish
PRE-130 Building control submission Permits & Approvals 10 -28 2026-02-16 2026-03-02
PRE-140 Building control approval Permits & Approvals 15 -14 2026-03-02 2026-03-23
PRE-250 Site security and CCTV Site Setup 4 -8 2026-03-06 2026-03-12
SUB-110 Bulk excavation Zone A Excavation 17 -14 2026-03-23 2026-04-17
SUB-210 Piling rig mobilisation Foundation Piling 10 -15 2026-04-10 2026-04-24
SUB-220 CFA piling Zone A Foundation Piling 18 -15 2026-05-01 2026-05-28
SUB-230 CFA piling Zone B Foundation Piling 18 -15 2026-05-28 2026-06-23
SUB-240 Pile integrity testing Foundation Piling 10 -15 2026-06-08 2026-06-22
SUB-250 Pile trimming Foundation Piling 8 -15 2026-07-07 2026-07-17
SUB-310 Pile cap excavation Pile Caps & Ground Beams 8 -15 2026-07-17 2026-07-29
SUB-320 Pile cap reinforcement Pile Caps & Ground Beams 10 -15 2026-07-29 2026-08-12
SUB-330 Pile cap concrete pour Pile Caps & Ground Beams 6 -15 2026-08-12 2026-08-20
SUB-340 Ground beam install Pile Caps & Ground Beams 12 -15 2026-08-20 2026-09-08
SUB-410 Basement slab formwork Basement Slab 8 -15 2026-09-08 2026-09-18
SUB-420 Basement slab reinforcement Basement Slab 12 -15 2026-09-18 2026-10-06
SUB-430 Basement slab waterproofing Basement Slab 6 -15 2026-09-30 2026-10-08
SUB-440 Basement slab pour Basement Slab 8 -15 2026-10-08 2026-10-20
MS-SUB-END Substructure complete Substructure 0 -15 2026-10-20 2026-10-20
SUP-110 Column starter bars L1 RC Columns L1-L3 4 -15 2026-10-20 2026-10-26
SUP-120 Column formwork L1 RC Columns L1-L3 6 -15 2026-10-26 2026-11-03
SUP-130 Column pour L1 RC Columns L1-L3 4 -15 2026-11-03 2026-11-09
SUP-140 Column starter bars L2 RC Columns L1-L3 4 -15 2026-11-09 2026-11-13
SUP-150 Column formwork L2 RC Columns L1-L3 6 -15 2026-11-13 2026-11-23
SUP-160 Column pour L2 RC Columns L1-L3 4 -15 2026-11-23 2026-11-27
SUP-340 Slab L2 formwork Slab Pours L1-L3 8 -5 2026-11-27 2026-12-09
SUP-210 Column starter bars L3 RC Columns L1-L3 4 -15 2026-12-01 2026-12-07
SUP-220 Column formwork L3 RC Columns L1-L3 6 -15 2026-12-07 2026-12-15
SUP-350 Slab L2 reinforcement Slab Pours L1-L3 8 -5 2026-12-09 2026-12-21
SUP-230 Column pour L3 RC Columns L1-L3 4 -15 2026-12-15 2026-12-21
SUP-360 Slab L2 pour Slab Pours L1-L3 6 -5 2026-12-21 2026-12-31
SUP-240 Column starter bars L4 RC Columns L4-L6 4 -15 2026-12-23 2026-12-31
SUP-250 Column formwork L4 RC Columns L4-L6 6 -15 2026-12-31 2027-01-11
SUP-260 Column pour L4 RC Columns L4-L6 4 -15 2027-01-11 2027-01-15
SUP-440 Slab L4 formwork Slab Pours L4-L6 8 -15 2027-01-25 2027-02-04
SUP-450 Slab L4 reinforcement Slab Pours L4-L6 8 -15 2027-02-04 2027-02-16
SUP-460 Slab L4 pour Slab Pours L4-L6 6 -15 2027-02-16 2027-02-24
MEP-120 Electrical containment L1-L3 Electrical Rough-In 18 -5 2027-04-06 2027-04-30
MEP-130 Electrical containment L4-L6 Electrical Rough-In 18 -15 2027-04-30 2027-05-27
MEP-140 Cable pulling L1-L3 Electrical Rough-In 20 -15 2027-05-27 2027-06-24
MEP-150 Cable pulling L4-L6 Electrical Rough-In 20 -15 2027-06-24 2027-07-22
MEP-160 Distribution boards Electrical Rough-In 12 -15 2027-07-22 2027-08-09
MEP-170 Lighting wiring rough-in Electrical Rough-In 18 -15 2027-08-09 2027-09-03
MEP-180 Power outlet rough-in Electrical Rough-In 18 -15 2027-09-03 2027-09-29
FIT-110 Stud partition L1 Partitions & Ceilings 12 -15 2027-09-07 2027-09-23
FIT-120 Stud partition L2 Partitions & Ceilings 12 -15 2027-09-15 2027-10-01
FIT-130 Stud partition L3 Partitions & Ceilings 12 -15 2027-09-23 2027-10-11
FIT-140 Stud partition L4 Partitions & Ceilings 12 -15 2027-10-01 2027-10-19
FIT-150 Stud partition L5-L6 Partitions & Ceilings 18 -15 2027-10-11 2027-11-04
FIT-160 Suspended ceilings L1-L3 Partitions & Ceilings 25 -15 2027-10-11 2027-11-15
FIT-210 Plastering L1-L3 Finishes & Decoration 20 -15 2027-10-27 2027-11-24
FIT-170 Suspended ceilings L4-L6 Partitions & Ceilings 25 -15 2027-11-04 2027-12-09
FIT-180 Ceiling integration MEP Partitions & Ceilings 12 -15 2027-11-15 2027-12-01
FIT-220 Plastering L4-L6 Finishes & Decoration 20 -15 2027-11-24 2027-12-22
FIT-240 Painting L4-L6 Finishes & Decoration 18 -15 2027-12-22 2028-01-19
FIT-260 Floor finishes L4-L6 Finishes & Decoration 22 -15 2028-01-19 2028-02-18
FIT-310 Reception joinery Joinery & Fixtures 15 -15 2028-01-27 2028-02-17
FIT-320 Toilet vanity install Joinery & Fixtures 18 -15 2028-01-27 2028-02-22
FIT-330 Tea-point joinery Joinery & Fixtures 12 -15 2028-02-03 2028-02-21
FIT-340 Meeting room joinery Joinery & Fixtures 18 -15 2028-02-10 2028-03-07
FIT-350 Built-in storage and fittings Joinery & Fixtures 15 -15 2028-02-24 2028-03-16
FIT-360 Final joinery snagging Joinery & Fixtures 8 -15 2028-03-16 2028-03-28
MS-FIT-END Fit-out complete Interior Fit-Out 0 -15 2028-03-28 2028-03-28
CMS-210 Client walkthrough and snag list Snagging & Punchlist 5 -15 2028-05-09 2028-05-16
CMS-220 Major snags rectification Snagging & Punchlist 15 -15 2028-05-16 2028-06-06
CMS-230 Minor snags rectification Snagging & Punchlist 12 -15 2028-05-25 2028-06-12
CMS-240 Final inspection Snagging & Punchlist 4 -15 2028-06-06 2028-06-12
CMS-310 Building handover documentation Practical Completion 8 -15 2028-06-08 2028-06-20
CMS-320 O&M manuals issued Practical Completion 4 -15 2028-06-20 2028-06-26
CMS-330 Soft landings start Practical Completion 3 -15 2028-06-26 2028-06-29
MS-PC Practical Completion Practical Completion 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 8 16 24 32 40 48 56 64 72 Activities 70 11 4 54 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 70
0 0
1-10 11
11-44 4
>44 54
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: 21

The analysis engine identified twenty-one findings, comprising one critical item, eight warnings, and twelve informational observations. The single critical finding concerns seventy activities displaying negative float, a condition that the DCMA 14-Point Assessment §4.7 notes indicates the schedule logic cannot achieve the contractual completion date. This negative float is reflected in the inability of the current schedule to deliver Substructure, Fit-out, and Practical Completion on their respective planned dates, with each milestone showing fifteen working days of negative float. The Critical Path Length Index of 0.95 sits at the threshold where the DCMA 14-Point Assessment §3.1.2.3 flags the need for further investigation into recovery rates. Additional warnings highlight eight activities with dangling logic and ten relationships utilizing positive lag, which the CIOB Guide §4.26 advises should generally not exceed fifty percent of the shortest linked activity duration. The critical finding regarding negative float warrants direct reviewer attention to assess the validity of the completion dates and the integrity of the underlying network logic.

All findings by severity
SeverityCheckTitleAffected activitiesReference
critical Float analysis 70 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 54 activities with float over 44 days SUP-410, SUP-420, SUP-430, SUP-510, SUP-520 (full list in Excel appendix) DCMA §6/§7 · AACE §4.3 · PMI §3.4.2 · PMBOK §2.3 · CIOB §4.28
warning Dangling logic 8 activities with dangling logic SUP-410, SUP-420, SUP-430, ENV-180, ENV-310 (full list in Excel appendix) AACE §2 · PMI §3.4.7
warning Milestone deliverability Schedule cannot deliver Substructure complete on its planned date (2026-10-20) — 15 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 3 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-310, SUP-320, SUP-330, MEP-210, MEP-220 (full list in Excel appendix) DCMA §6/§7 · AACE §4.3 · PMI §3.4.2 · PMBOK §2.3 · CIOB §4.28
info Redundant logic 4 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 Open ends 4 activities with no successor SUP-430, ENV-310, MEP-310, FIT-250 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 162
SS 8
FF 0
SF 0
Total 170
FS ratio 95.3%
Open ends
FindingCount
1 activities with no predecessor 1
4 activities with no successor 4
Other logic-quality findings
CheckCount
Redundant relationships 4
Dangling logic 8
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)
ENV-310 External doors install Windows & Doors No successor 10 317
EXT-310 Boundary fencing Boundary Treatments No predecessor 12 609
FIT-250 Floor finishes L1-L3 Finishes & Decoration No successor 22 157
MEP-310 Below-slab drainage Plumbing & Fire No successor 15 544
SUP-430 Slab L3 pour Slab Pours L4-L6 No successor 6 425
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 170
Calendars 1

Scheduling options from the source file. These govern how P6 calculates 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
Source file
FieldValue
P6 version 22.12
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.

§1 Logic — 8 of 139 incomplete activities
RefNameValue
FIT-250 Floor finishes L1-L3 missing successor
MEP-310 Below-slab drainage missing successor
EXT-310 Boundary fencing missing predecessor
ENV-310 External doors install missing successor
SUP-430 Slab L3 pour missing successor
MS-SUP-END Superstructure complete missing successor
MS-MEP-END MEP rough-in complete missing successor
MS-PC Practical Completion missing successor
§3 Lags — 10 of 170 relationships
RefNameValue
PRE-110 → PRE-210 Submit planning permission application → Site mobilisation FS lag +20 wd
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 — 54 activities with > 44 wd float (showing 20 of 54 — full list in the Excel appendix)
RefNameValue
EXT-310 Boundary fencing 609 wd float
EXT-320 Gates and access controls 609 wd float
MEP-310 Below-slab drainage 544 wd float
SUP-410 Slab L3 formwork 425 wd float
SUP-420 Slab L3 reinforcement 425 wd float
SUP-430 Slab L3 pour 425 wd float
SUP-610 Roof waterproofing membrane 381 wd float
SUP-620 Roof finishes and parapet 381 wd float
MS-SUP-END Superstructure complete 381 wd float
MEP-355 Additional fire-water tank install 366 wd float
MEP-320 Riser plumbing 355 wd float
MEP-330 Floor plumbing L1-L3 355 wd float
MEP-340 Floor plumbing L4-L6 355 wd float
MEP-350 Sprinkler mains 355 wd float
MEP-360 Sprinkler floor distribution 355 wd float
ENV-180 Curtain wall snagging 317 wd float
ENV-310 External doors install 317 wd float
MS-MEP-END MEP rough-in complete 313 wd float
ENV-210 Cladding survey and setting-out 206 wd float
ENV-220 Cladding North elevation 206 wd float
§7 Negative Float — 70 activities with negative float (showing 20 of 70 — full list in the Excel appendix)
RefNameValue
PRE-130 Building control submission -28 wd float
SUB-210 Piling rig mobilisation -15 wd float
SUB-220 CFA piling Zone A -15 wd float
SUB-230 CFA piling Zone B -15 wd float
SUB-240 Pile integrity testing -15 wd float
SUB-250 Pile trimming -15 wd float
SUB-310 Pile cap excavation -15 wd float
SUB-320 Pile cap reinforcement -15 wd float
SUB-330 Pile cap concrete pour -15 wd float
SUB-340 Ground beam install -15 wd float
SUB-410 Basement slab formwork -15 wd float
SUB-420 Basement slab reinforcement -15 wd float
SUB-430 Basement slab waterproofing -15 wd float
SUB-440 Basement slab pour -15 wd float
MS-SUB-END Substructure complete -15 wd float
SUP-110 Column starter bars L1 -15 wd float
SUP-120 Column formwork L1 -15 wd float
SUP-130 Column pour L1 -15 wd float
SUP-140 Column starter bars L2 -15 wd float
SUP-150 Column formwork L2 -15 wd float
§9 Invalid Dates — 1 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
CP stored vs traced Activities where the source file's stored critical flag disagrees with ScheduleLens' independent longest-path trace.
CP summary or LOE Critical activities flagged as summary or level-of-effort — they should not appear on the path since they roll up other activities.
Near-critical activities Activities within the schedule's status-cycle float band.
Float over threshold Activities with total float above DCMA §6's 44-day threshold — usually a sign of missing successor logic.
Negative-float activities Activities with negative total float — the schedule cannot meet its imposed dates without acceleration.
Long-duration activities Activities with planned duration above DCMA §8's 44-day threshold — candidates to break down further.
Open ends - no predecessor Incomplete activities with no predecessor — they will start on the project start date regardless of true sequencing.
Open ends - no successor Incomplete activities with no successor — slip never flows through to the completion date.
Constrained activities Activities with date constraints applied — these can override logic-driven dates and mask schedule risk.
Out-of-sequence activities Activities making progress before their predecessors are complete. The Predecessor IDs column lists the specific predecessors that haven't completed yet.

A tab in this tier is created only when the underlying finding has at least one affected activity, so the actual workbook may carry a subset of the rows above.

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(s) you uploaded. Determinations that — under AACE RP 29R-03, the SCL Delay & Disruption Protocol, or other cited standards — require evidence outside the schedule file have been flagged as candidates rather than concluded. Specifically, the following determinations and analyses require manual verification by a qualified delay analyst before being relied on for contractual purposes:

Where the engine raises a candidate flag for any of these determinations, the relevant section explicitly says so. The engine does produce a rule-based first-pass entitlement classification on each delay-register row (Employer risk, Contractor risk, Neutral, Concurrent, or Not Assessed) — this is a preliminary tagging based on activity-description keywords and category defaults, not a contractual determination. The classification is presented as '(prelim.)' in the column header and every row carries a review-note prompt to verify against the contract, the variation register, NCRs, and documentary evidence before relying on it.

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 3rd Edition §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