Create a Sub-tier Performance Evaluation summarizing rebar placement precision, pour-cycle delays, and OSHA-compliant tying inspection outcomes for each concrete subcontractor involved in the Level 3 post-tensioned parking structure of the 38-story Seattle office tower

Generate create a sub-tier performance evaluation summarizing rebar placement precision, pour-cycle delays, and osha-compliant tying inspection outcomes for each concrete subcontractor involved in the level 3 post-tensioned parking structure of the 38-story seattle office tower for Nonresidential Building Construction industry

Nonresidential Building Construction

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Upload collected daily reports, inspection logs, photos, and time-stamped punch lists from all rebar subcontractors on the Level 3 post-tensioned deck
Select the specific subcontractor(s) whose performance is being evaluated
Indicate which phase of the pour cycle this evaluation covers to contextualize delays
Define the safety-critical tying standard against which inspection outcomes should be scored
Determine whether pour-cycle delays are external or internal to the subcontractor to set accountability scope correctly
Choose the presentation style that best matches the intended review audience (GC Superintendent, Project Engineer, Owner Rep, or OSHA)
Define up to five specific KPIs that must be calculated and trended for each subcontractor (rebar tolerance %, average tie-time per joint, etc.)
Enter any job-wide constraints affecting evaluation—crane limitations, concurrent MEP rough-in activities, winter hours, material price escalation clauses, union rules, or client sequenced turnover requirements