Analyze the three-week look-ahead schedule to flag downstream concrete pour slots that become critical-path if the rooftop chiller crane-lift is delayed by two days, and draft recovery options using weekend overpours and precast stair shipments

Generate analyze the three-week look-ahead schedule to flag downstream concrete pour slots that become critical-path if the rooftop chiller crane-lift is delayed by two days, and draft recovery options using weekend overpours and precast stair shipments for Nonresidential Building Construction industry

Nonresidential Building Construction

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Upload the approved master schedule (Primavera P6 or MS Project) showing baseline start/finish dates for all concrete pours, openings, and crane-critical lifts
Enter the exact activity ID and description for the rooftop chiller crane-lift used in the schedule (e.g., HVAC-CH-RT-001)
How many calendar days could the crane-lift plausibly slip? Assume minimal weather buffer.
Which structural pour types are directly linked to crane availability within the look-ahead period?
Is a weekend/evening overpour currently pre-approved by local building dept and DOT for this project?
Current supplier lead time for expedited precast stair treads and landings if crane-lift slips?
Can the primary concrete supplier batch & deliver 150–250 CY on short-notice weekend pours with admixtures?
List any ACI, local code or project-specific limits (e.g., cold-joint criteria, max pour volume per lift, admixture restrictions)
Enter total daily cost of tower crane lease + certified operator, spotter, and concrete crew overtime
Who will review the delay-impact recovery report?
How deep should risk quantification and contingency costs go?