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involved in this section necessary for completion of the work, as shown on the Contract Plans, <br /> as specified in the Standard Specifications, these special provisions and as directed by the <br /> Engineer, shall be considered as included in the prices paid for the various contract items of <br /> work involved and no additional compensation will be allowed. <br /> PART 2 - PRODUCTS <br /> 2.01 MATERIALS <br /> A. Bar Reinforcement: Deformed billet steel conforming to ASTM A615, Grade 60, <br /> including supplementary requirements except No. 2 bars. <br /> B. Tie Bars: Deformed billet steel bars conforming to the requirements of ASTM <br /> A615, Grade 60. <br /> C. Bar Supports and Trim Steel: <br /> 1. Locate in accordance with CRSI Manual of Standard Practice. <br /> 2. Show all reinforcing steel required on the shop Drawing. <br /> 3. Unless otherwise indicated, use standard steel supports for other work. <br /> 4. Non-corrosive, non-rusting material where bar supports will be exposed to view <br /> or sewage. <br /> PART 3 - EXECUTION <br /> 3.01 INSTALLATION <br /> A. Fabrication: <br /> 1. Reinforcing steel: <br /> a. Do not bend or straighten in a manner that will damage the material. <br /> b. Do not use bars with kinks or with bends not shown. <br /> 2. Heating or welding bars: Unless otherwise indicated: <br /> a. Perform in accordance with AWS D1.4. <br /> b. Welders shall meet the requirements of AWS D1.4. <br /> c. Do not weld bars at the bend. <br /> d. Tack welding of cross bars is not acceptable. <br /> B. Placement: <br /> 1. Place reinforcing steel in accordance with CRSI, the Drawings, and the <br /> applicable shop drawing per the reinforcing steel supplier. <br /> July 2007 Division III-84 NEI Phase II Water and Sewer <br /> CIP Nos. 7468, 7589, 7590 <br />