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Float, Concurrent Weather, and a Time Extension Request

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Float, Concurrent Weather, and a Time Extension Request

The baseline CPM network for a structural package has two paths. Path 1: A (5 d) → B (10 d) → D (7 d) → F (4 d). Path 2: A (5 d) → C (8 d) → E (6 d) → F (4 d). Notice to proceed is Day 1 and all durations are in workdays. In week 2 the owner's elevator submittal review holds activity D for 6 workdays. Separately, 4 workdays of rain stop work on activity C. The contract is time-is-of-the-essence, grants weather time only to the extent it delays the critical path, contains no float-sharing language, and sets liquidated damages at $2,500 per day. For LD purposes, treat one workday as one calendar day. The contractor requests a 10-day extension and submits an $18,000 acceleration claim for activity C.

1. Compute project duration and the total float of activities C and D.

Read the worked answer

Path 1: 5 + 10 + 7 + 4 = 26 workdays Path 2: 5 + 8 + 6 + 4 = 23 workdays

Project duration = 26 workdays; planned completion is Day 26 on the controlling Path 1.

Float:

  • D sits on Path 1 and lies on the controlling chain between B and F, so TF = 0. D is critical.
  • C sits on Path 2, which finishes 3 days before the project, so TF = 3 (as does E).

Note that C's float is not "the contractor's" to spend; with no float-sharing clause, float is a project property. But the float amount still governs whether a delay on C reaches the completion date.

2. How many days of time extension is the contractor entitled to? Show the day-by-day effect of each delay.

Read the worked answer

Owner delay on D (6 workdays): D has zero float, so the full 6 days pass through to completion.

  • New project duration = 26 + 6 = 32 workdays. Revised contract completion = Day 32.

Rain on C (4 workdays): C has 3 days of float.

  • Path 2 originally 23 → becomes 23 + 4 = 27.
  • Against the revised critical path of 32, Path 2 is still 5 days short of controlling. The 4 days consumed the 3 days of float and produced no extension.

Entitlement: 6 days, not 10. Neither delay extends the other, so this is not a true concurrency question; it is straightforward float consumption on the non-critical path.

Extended completion date: Day 32.

3. If the job finishes on Day 35, what is the LD exposure, and is the $18,000 acceleration cost on C recoverable?

Read the worked answer

LDs: Day 35 − Day 32 = 3 compensable-delay-free days over. At $2,500/day → $7,500.

Acceleration on C: not recoverable.

  • C carries 3 days of float and is not on the controlling path. Compressing C saves zero days on the project - the money buys nothing, so it cannot be a cost of the owner's delay.
  • Weather is non-compensable under this contract, so there is no compensable delay on C to accelerate against.
  • There was no owner order to accelerate, so no constructive acceleration. A unilateral decision to speed up in the face of float is a contractor business decision.

Owner scheduler's response: Deny the acceleration claim, grant 6 days, and advise that if the contractor genuinely needs to recover time, the only useful target is Path 1 - resequencing F, splitting B, or overlapping D with B - because compressing C cannot move the completion date at all.