Chicago : Engineering and Contracting Pub. Co. · leaf 572
teel at 3y2 cts 348 08 sq. yds. forms at $1.20 730 Total neatwork $2,268 L3 cu. yds. concrete at $6.50 735 ,754 lbs. steel at 3% cts 271 80 sq. yds. forms at $1.20 96 Total footing $1,102 Total concrete 3,370 58 cu. yds. excavation at $1.50 557 85 piles at $8 680 ,722 cu. yds. fill at 25 cts 426… … Fig. 26. Improved Type C, Abutment. 12,070 lbs. steel at 3V» cts 422 86 sq. yds. forms at $1.20 103 Total footing $1,669 Total concrete 5,447 602 cu. yds. excavation at $1.50 903 141 piles at $8 1,128
Buildings
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
