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As-Planned vs. As-Built Analysis | Construction Delay Method

Learn how As-Planned vs. As-Built analysis is used to evaluate construction delays. Understand the steps, advantages, challenges, and when to apply it for EOT claims or dispute resolution.

As Planned Vs As Built
As Planned Vs As Built
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As-Planned vs. As-Built Analysis in Construction Projects

Introduction

As-Planned vs. As-Built analysis is one of the most commonly used retrospective methods for assessing construction delays. It compares what was originally scheduled (the as-planned program) to what actually happened (the as-built timeline) to determine the extent and cause of delays. It is widely accepted in post-project delay claims and disputes.


1. What Is As-Planned vs. As-Built?

This method involves overlaying the original construction schedule with actual progress records. Delays are identified by analyzing variances between planned and actual task start and finish dates. This approach helps determine whether delays were:

  • Caused by the contractor

  • Due to client-side issues

  • Unforeseen external factors

It’s best used after project completion or when sufficient actual data is available.

as planned vs as built analysis compare


2. How the Analysis Works

  • Step 1: Collect the baseline (as-planned) schedule and progress updates.

  • Step 2: Build or extract the as-built schedule using site records, daily reports, and updates.

  • Step 3: Compare activity-by-activity to highlight deviations.

  • Step 4: Identify impacts on the project’s critical path and completion date.


3. Example Application

If the as-planned schedule shows “Steel Delivery” on Day 45 but the as-built record shows it occurred on Day 70, the delay is 25 days. By checking if this task was on the critical path, the analyst can determine whether this delay impacted the overall project delivery.

as Planned vs As Built method real example


4. Contractual Relevance

Contracts such as FIDIC, NEC, and JCT accept this method for evaluating claims after delays have occurred, especially when prospective methods like TIA are no longer suitable.

However, its reliability depends on:

  • A valid baseline schedule

  • Accurate and detailed as-built records


5. Pros and Cons

Aspect Pros Cons
Timing Good for completed or nearly-complete projects Not useful for live project forecasting
Simplicity Clear comparison of scheduled vs. actual May oversimplify complex concurrent delays
Acceptance Common in arbitration Can be challenged if records are inconsistent

6. Common Challenges

  • Inconsistent or missing progress updates

  • Manipulation of as-built data to influence outcome

  • Overlooking logical sequencing and float consumption

  • Not accounting for weather or force majeure impacts


7. Best Practices

  • Maintain detailed daily logs, schedules, and updates throughout the project.

  • Use software like Primavera P6 or MS Project with audit trails.

  • Pair this method with delay event logs and change order records for better accuracy.


8. Tools to Support Your Delay Analysis

Accurate As-Planned vs. As-Built analysis starts with structured documentation and clarity. To streamline your delay evaluation and EOT claims, download these free, ready-to-use tools:


Conclusion

As-Planned vs. As-Built is a foundational technique for understanding construction delays after the fact. When supported by reliable data and used with critical path analysis, it provides a clear view of what went wrong, when, and why—making it valuable in both claims preparation and forensic delay analysis.

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Elie Saad
Apr 19, 2025
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As Planned Vs As Built

Frequently Asked Questions


FAQ

Q: What is As-Planned vs. As-Built analysis in construction?

A: It’s a retrospective method comparing the original project schedule with the actual sequence of work. For example, if an activity was planned to finish on Day 50 but actually finished on Day 65, the delay = 65 - 50 = 15 days. This variance helps pinpoint responsibility and impact.

FAQ

Q: When is As-Planned vs. As-Built analysis used?

A: It's typically used post-project, especially when submitting Extension of Time (EOT) claims. For instance, if your as-built timeline shows cumulative delays of 30+ days on the critical path, this analysis helps justify time entitlement.

FAQ

Q: Is As-Planned vs. As-Built accepted in arbitration or court?

A: Yes. Industry data shows that over 60% of retrospective delay claims presented in formal dispute settings use this method or a variation of it. Its success depends on maintaining daily reports, approved baseline schedules, and consistent progress updates.

FAQ

Q: What are the main limitations of this method?

A: It does not account for logic-driven float consumption or concurrency unless combined with Critical Path Method (CPM) analysis. A delay on a non-critical activity might show a variance but not affect the project’s finish date, so not all delays equal entitlement.

FAQ

Q: How does it compare to Time Impact Analysis (TIA)?

A: As-Planned vs. As-Built looks backward, TIA looks forward. If TIA inserts a 10-day fragnet into an ongoing schedule, As-Planned vs. As-Built would reveal a 10-day overrun only after the event occurred. Both can be used together for more robust delay justification.

Related Checklists


As-Built Surveys and Dimensional Checks Inspection Checklist
✅ 15 items
As-built surveys and dimensional checks are critical processes in the construction industry, ensuring that the completed work aligns with the original design specifications. This inspection involves comparing the as-built conditions of a construction project with the planned drawings to identify any discrepancies. By conducting thorough dimensional checks, contractors can ensure quality control, compliance with standards, and avoid costly rework. This checklist is designed to facilitate a structured inspection process, allowing users to tick off items, leave comments, and export the completed report as a PDF or Excel file, secured with a QR code for authenticity.
Elevator Pit and Machine Room Inspection Checklist
✅ 10 items
This checklist is designed for professionals tasked with inspecting elevator pits and machine rooms prior to equipment installation. It ensures that all necessary preparations, safety checks, and compliance measures are thoroughly addressed. By following this comprehensive guide, inspectors can identify potential issues that could delay installation or pose safety risks. Regular use of this checklist helps maintain high standards of safety, operational efficiency, and regulatory compliance.
Verify Sheet Pile Toe Level and Driving Criteria Guide
✅ 24 items
Verify sheet pile toe level and driving criteria with this focused, field-ready checklist. It guides you through sheet pile driving verification, including penetration criteria, blow counts per 250 mm, refusal confirmation, obstruction handling, and accurate as-built documentation. The scope covers steel sheet pile installation only, emphasizing toe elevation checks, driving logs, hammer energy control, and survey validation. By staying within this scope, you reduce the risk of false refusal, bent sheets, damaged interlocks, inadequate embedment, and incomplete records that can delay approvals or compromise wall performance. You will capture evidence for each sheet: set per blow, verticality observations, toe level survey shots, groundwater context, and obstruction treatments—ready for engineer review. The outcome is a defensible record proving design penetration and refusal were achieved per approved project specifications and authority requirements. Use the interactive features to tick items, add comments for variances, and export your as-built package to PDF/Excel with a project QR code.
Install Contiguous Pile Wall—Cage and Concreting Checklist
✅ 30 items
Install contiguous pile wall—cage and concreting is a focused checklist for bored pile wall construction that helps site engineers confirm reinforcement cage cover, centralizers, tremie placement, and continuity of adjacent piles. It aligns day-to-day work with the method statement for contiguous bored piles, reinforcement cage installation, and tremie concreting under slurry or groundwater. The scope begins after drilling is complete and boreholes are ready for cages, and it ends once concrete is placed, heads are verified, and as-built data is captured. By standardizing measurable acceptance criteria—cover tolerances, tremie embedment, sediment limits, and volume reconciliation—teams avoid segregation, trapped debris, and inconsistent pile alignment. The checklist emphasizes polymer centralizers, continuous supply, embedment of the tremie pipe, and clean slurry displacement to deliver structurally reliable, durable piles ready for trimming and capping beam works. Use it live in the field: tick items, attach photos and readings, add comments, and export PDF/Excel via QR.
Install settlement plates or markers: datum ties, protection
✅ 22 items
Install settlement plates or markers correctly to establish reliable baseline data for future settlement monitoring. This checklist guides field engineers and surveyors through siting, survey control, protection, and initial readings for settlement plates and settlement markers. It focuses on location verification against approved drawings, robust datum ties to benchmarks, secure physical protection (standpipes, caps, bollards), and capturing defensible initial readings. By bounding the scope to installation and first measurements, you avoid common risks such as mislocated targets, unreliable elevations, damaged risers, or undocumented references that compromise future monitoring. You will confirm survey control, set tolerances, install the plate or marker assembly, protect it from traffic and weather, and record coordinates and elevations with photos and signatures. Full deformation analysis and trend interpretation are intentionally excluded. Use this as a consistent, auditable process that reduces rework and accelerates approvals. Start interactive mode to tick items, add comments, and export your record as PDF or Excel with a secure QR link.

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