Keep member weight separate from connection and erection scope
We cross-check framing levels against column and member schedules, recording the member designation and measured or scheduled length. The workbook preserves the unit-weight source so totals can be traced back to individual members. Joists, decking and purchased assemblies retain their own units rather than being forced into one inferred tonnage.
Connections may be fully detailed, partially detailed or delegated. The estimate identifies that difference and labels allowances instead of presenting them as engineered connections. For pricing, coating systems, shop versus field work, freight, crane access, erection sequencing and temporary support responsibilities need a stated basis. Quantities do not establish a lifting plan or fabrication approval.
Scope interfaces to settle before pricing
- Separate structural members from reinforcing steel and light-gauge framing.
- Confirm who carries embeds, anchor bolts, fireproofing, painting and delegated connection design.
- Distinguish a tender quantity takeoff from shop drawings, fabrication models and engineered erection planning.