How do you size contingency when the framing bid is only firm for 21 days?
Work through a spec build with these numbers. Lot at 180k, a 2,400 square foot plan, best hard cost number at 165/sf so call it 396k. Soft costs penciled at 55k. That is 631k all-in before interest. Comps in the pocket run 770 to 790 for similar new construction, so use 780. Construction loan quoted at prime plus a spread, roughly 9.5 percent interest only on the drawn balance, 13 month term. The problem: two of the subs have written escalation language into their proposals, and the framing bid is only firm for 21 days. A builder with years on job sites can smell a soft number, but carrying the money risk personally is a different skill. How should contingency be sized against a budget where the material line can move after the contract is signed? Is 5 percent of hard costs a real number, or is it the number people write to make the lender happy?