Reinforcing Bars Sample Clauses
Reinforcing Bars. Deformed reinforcing steel conforming to Specifications for Deformed and Plain Billet- Steel Bars for Concrete Reinforcement (ASTM A-615), for concrete reinforcement. All bars shall be lapped and placed in accordance with ACI requirements and specifications.
Reinforcing Bars. Reinforcing steel shall be clean and free from loose mill scales, dust, loose rust and coats of paints, oil, grease or other coating, which may impair or reduce bond. Reinforcing bars should be :
1. TMT steel (Thermo Mechanically Treated), Grade Fe 500, high strength deformed steel bars conforming to IS: 1786, IS :456, latest revision.
2. The TMT bars should have Yield strength 500Mpa, Tensile Strength 580MPA and Elongation in % 20.
3. Hard‑drawn steel wire fabric conforming to IS: 1566, IS 456 ‑ latest revision. All steel reinforcement above 6mm diameter shall necessarily be of tested quality. Test of each batch of reinforcement shall be carried out in an approved laboratory at the Contractor's cost to show the acceptability of the material. Along with all types strength test of the reinforcement bars, the Contractor shall conduct bend/re-bend test, as well.
Reinforcing Bars. All reinforcing bars shall be high yield deform bars conforming to the American Society for Testing and Materials (“ASTM”) A615M /AASHTO M3 with the following properties: Type fy (psi) E (N/mm2) Grade 60 60,000 197,000
Reinforcing Bars. This Pay Item consists of all work and materials associated with removing damaged reinforcing bars and replacing them with like bars with the required overlap within the repair area. Work includes removing existing concrete to provide the required clearance and overlap for replacement bars. Plan quantity is based on an assumed quantity. Payment for this item will be by the linear feet of rebar installed.