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.
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:5Top 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
Package
Critical
Warning
Affected
Near-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:4Auto-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
Milestone
Forecast start
Forecast finish
Actual start
Progress
Total float
On 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
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 baselineProgramme 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:8sub-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
#
Float
Activities
Envelope
Driving activity
Branches 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.
DCMA 14-Point Assessment: 7 pass, 4 fail, 3 not assessed.
DCMA items needing attention
Item
Measured
Threshold
Status
Notes
§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.
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
-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
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?
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 planA 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
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
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)
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)
Remaining (wd)
Float (wd)
Forecast start
Forecast 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
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
80
0
5
1-10
8
11-44
16
>44
30
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) — see the Open ends section 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. (DCMA §1 (Logic) counts a larger population: activities missing a predecessor or a successor.)
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 against the schedule's own planned dates — trending behind them. 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: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
Severity
Check
Title
Affected activities
Reference
critical
Float analysis
80 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
172
SS
8
FF
0
SF
0
Total
180
FS ratio
95.6%
Open ends
Finding
Count
1 activities with no predecessor
1
Other logic-quality findings
Check
Count
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.
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)
EXT-310
Boundary fencing
Boundary Treatments
No predecessor
12
199
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
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
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
Use Expected Finish dates
Yes
Lag from predecessor early start
Yes
Calendar used for relationship lag
Predecessor calendar
Source file
Field
Value
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
Ref
Name
Value
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 — 27 activities with > 44 wd float (showing 20 of 27 — full list in the Excel appendix)
Ref
Name
Value
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)
Ref
Name
Value
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
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
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:
Date basis. Every start and finish date in this report is each schedule's *current forecast* — the date work is now expected to occur, or its recorded actual date where the work is complete. In Primavera P6 that is the Remaining Early date; in Microsoft Project and Asta Powerproject it is the scheduled Start/Finish. The report does not use a tool's frozen Planned/target dates, which stop updating once an activity is in progress and so understate movement on a progressed schedule. Baseline dates stored inside a file (e.g. a P6 baseline) are read as recorded, and every variance compares the current forecast on each side.
Float and criticality — the source tool's — every total-float and critical-path figure in this report (including the DCMA float checks, float paths, near-critical detection and milestone deliverability) is the value recorded by the scheduling tool that produced the file. ScheduleLens does not overwrite it. Where the source recorded no float and the activity is incomplete, ScheduleLens's own calendar-aware pass supplies one; completed activities are left unfloated rather than given an invented value. That gap-filling pass 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. ScheduleLens's own critical-path pass is used for change between two schedules — critical-path churn, bounded what-if, retained-logic versus progress-override, between-snapshot slip — where both sides run through the same engine; those figures are labelled as ScheduleLens's. Where the independent pass disagrees with the file's own critical flags, the disagreement is reported by the critical-path staleness check rather than resolved.
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 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