1 16,900 LBS 16,900 pounds W12X65 Steel Piling - Steel piling must be 13 pieces - 20 feet 0 inches. Steel piling shall conform to the requirements of ASTM A572 (fs = 50,000 p.s.i.). $ 2 2,090 LBS 2,090 pounds of #5 Epoxy Coated Bent Rebar - Dimensions of all #5 epoxy coated bent rebar shall be manufactured to match the specifications listed in the accompanying set of pertinent plans for this project. All reinforcing steel shall be intermediate grade billet steel, grade 40 or grade 60 in accordance with subsection 709.1 of the Standard Specifications. The requirements of Section 602 of the Standard Specifications shall be followed. $ 3 1,398 LBS 1,398 pounds #5 Epoxy Coated Straight Rebar - #5 epoxy coated straight rebar must be 67 pieces - 20 feet 0 inches. All reinforcing steel shall be intermediate grade billet steel, grade 40 or grade 60 in accordance with subsection 709.1 of the Standard Specifications. The requirements of Section 602 of the Standard Specifications shall be followed.
