Full activity listings and the complete delay register are in
the accompanying Excel appendix.
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:5Top 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
Package
Critical
Warning
Affected
Near-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:3Auto-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
Milestone
Planned start
Planned finish
Actual start
Progress
Total float
On 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
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 rowsRecent 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
Scenario
PF
Implied PC
vs 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:4sub-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
#
Float
Activities
Envelope
Driving activity
Branches 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.
DCMA 14-Point Assessment: 6 pass, 5 fail, 3 not assessed.
DCMA items needing attention
Item
Measured
Threshold
Status
Notes
§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.
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
#
Float
Activities
Envelope
Driving activity
Branches 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
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?
DCMA 14-Point Assessment: 6 pass, 5 fail, 3 not assessed.
DCMA 14-Point items
Item
Measured
Threshold
Status
Notes
§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
Item
Measured
Threshold
Status
Notes
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 planAny 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
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.
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)
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)
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)
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
ID
Name
WBS
Duration (wd)
Float (wd)
Planned start
Planned 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
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):
Red — activities at immediate risk (negative or zero total float)
Orange — activities with 1–10 working days of float (DCMA's near-critical band)
Blue — activities with comfortable float margins
Grey — excessively high float (over 44 working days), usually signalling missing logic
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)
Bucket
Activities
negative
70
0
0
1-10
11
11-44
4
>44
54
12
Recommendations
Actions identified:3Findings-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.
Close the open ends: 1 missing predecessor(s) and 4 missing successor(s) — see DCMA §1 (Logic) in the DCMA 14-Point scorecard above and the Findings table for the affected-activity list. Every incomplete activity should have at least one predecessor and one successor so the critical path is fully driven by logic.
Address the negative-float population (DCMA §7). The schedule is admitting it cannot deliver its planned dates from current logic and progress; a recovery plan, re-baseline, or formal acknowledgement of the slip is required before the reported dates can be relied on for contract correspondence.
Schedule Performance Index is 0.90 — trending behind plan. Review critical-path remaining work and cause-of-delay records; trigger corrective actions before the slip becomes unrecoverable.
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
Severity
Check
Title
Affected activities
Reference
critical
Float analysis
70 activities with negative float
PRE-130, PRE-140, PRE-250, SUB-110, SUB-210 (full list in Excel appendix)
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
Type
Count
FS
162
SS
8
FF
0
SF
0
Total
170
FS ratio
95.3%
Open ends
Finding
Count
1 activities with no predecessor
1
4 activities with no successor
4
Other logic-quality findings
Check
Count
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.
Missing predecessors allow an activity to start on the project start date regardless of its true sequencing.
Missing successors mean delay to the activity never flows through to the completion date.
Review each row and confirm with the planner whether the logic gap is intentional.
Activities with open logic
ID
Name
WBS
Issue
Duration (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
Field
Value
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
Option
Value
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
Field
Value
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
Ref
Name
Value
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
Ref
Name
Value
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
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)
Ref
Name
Value
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)
Ref
Name
Value
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
Ref
Name
Value
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
Tab
Contents
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
Tab
Contents
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:
Pacing vs concurrency — distinguishing contractor pacing (AACE §4.2.F / SCL §10) from independent concurrent delay requires contemporaneous notice, correspondence, and resource records that are outside the scope of schedule-only analysis.
Constructive acceleration — identifying directed or constructive acceleration (AACE §4.4) requires correspondence and contract notices not available to the engine.
Contractual classification — categorising delay events as excusable, compensable, or non-excusable depends on contract terms outside the schedule file.
Concurrency during the overlap window — the SCL §10.4 test asks whether two delays were both critical during their overlap. The engine evaluates this as the union of baseline-side and update-side critical-path membership, which is a snapshot-level approximation of the window-level test. A precise test would require a CPM walk per overlap interval, which is outside V1 scope. The approximation will under-detect concurrency where an activity was on the critical path only during a sub-window of the overlap and not at either snapshot date.
As-built critical path — the report does not produce a stitched as-built critical path across multiple updates. On comparison reports the per-update critical path is shown for each schedule in the comparison (Driving Path section); on series reports an interim methodology paragraph describes the per-period substitute. A V1.1 release will add a cross-period as-built CP synthesis section to the series report Brief layer.
Recomputed total float — float and criticality figures throughout this report (including the DCMA float checks, float paths, and near-critical detection) are recalculated from the schedule's own logic, durations, and calendars, because as-submitted float is absent from a large share of real exports. The recalculation applies Retained Logic/Progress Override per the file's scheduling options but does not model Start/Finish-No-Later-Than or As-Late-As-Possible constraints, Expected Finish forcing, or an imposed must-finish date — on schedules using those features the recomputed float can differ from the value the source tool displays. The as-submitted float is preserved and compared against the recomputed value by the stale-critical-path check.
Engine-attributed-vs-observed divergence — the engine's net-delay figure is an attribution of observed completion movement to specific activity-level events. It can diverge from the observed figure in either direction. Undercount divergence (engine attributes less than observed) typically reflects unquantified topology changes, scope absorption, or parallel-path absorption the activity-level formula cannot capture without a CPM recalculation. Overstate divergence (engine attributes more than observed) typically reflects double-counting along a critical chain, scope-add events whose full duration is being counted, or concurrency absorption gaps. In both directions the observed figure is authoritative for the headline; the engine-attributed figure is a subordinate diagnostic surfacing what specific events contributed.
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 name
Full title
Edition
Sections cited
DCMA 14-Point
DCMA EVMS Program Analysis Pamphlet (PAM) — §4 14 Point Schedule Metrics for IMS Analysis
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