Concrete Reinforcement Clause Samples
The Concrete Reinforcement clause defines the requirements and standards for reinforcing concrete structures within a construction project. It typically specifies the type, size, placement, and installation methods for reinforcement materials such as steel rebar or mesh, ensuring they meet engineering and safety specifications. By clearly outlining these requirements, the clause helps prevent structural failures, ensures compliance with building codes, and allocates responsibility for proper installation between the parties involved.
Concrete Reinforcement. All structural components to be constructed in this Contract shall be TMT (thermo-mechanical treatment) Fe 415 as defined in IS 1786 and as procured from TISCO/ SAIL /RINL or equivalent as approved by the Employer’s Representative for concrete reinforcement. The minimum yield stress of the bars shall be 415 N/mm2.
Concrete Reinforcement. The item also includes full compensation for the supply and installation of each kilogram of concrete reinforcing steel required, as well as the supply and installation of any sacrificial frame-up bars as deemed required by the Contractor. Grade of reinforcing steel shall be 400W. Rebar placement drawings indicating plan and section views, concrete element dimensions, material grade, piece marks and associated bar size and spacing, lap locations and associated lengths, etc shall be submitted to the Department by the Contractor at no extra cost to the Contract. Also include directly on the placement drawing (not on a separate drawing nor document) a detailed bar list indicating a piece mark for all bar types (including straight bars), quantity of bars for each mark, bend type, bend dimensions, total length for each mark, total mass for each mark, and grand total mass for the project. Contractor responsible to review content of placement drawings for correctness prior to submitting to the Department. Refer to attached Schedule ‘F’ and drawings. The Contractor shall submit to the Department mill certificates indicating heat numbers and corresponding chemical composition (components and amounts) for all reinforcing steel used for this project. The unit price for this item shall also include all costs associated with the on-site storage of material supported/elevated off the ground such that it does not get contaminated with soil, mud, earthen debris, etc, as well as to maintain the material’s shop fabricated shape. The lump sum price for the above listed item shall also be full compensation for off-loading, on-site storage (if required), installation, and alignment of all precast concrete units; supply and installation of joint sealant (flexible gasket) entire perimeter of all pipe-pipe joints; supply, mixing, and placement of grout in all lift inserts after installation of all pipe units; supply, mixing, and placement of grout in top of all top horizontal joints, and top of all bottom horizontal joints; cleaning surfaces to receive waterproofing primer; supply and installation of waterproofing primer; supply and installation of waterproofing material within all pipe-pipe joints; and supply and application of any heat source required for joint sealant, cleaning, primer, and waterproofing installation; protection of joint material and waterproofing as approved by the manufacturer; and all other incidentals required to completely install the precast units to the...
Concrete Reinforcement. Six gauge, Welded Wire Fabric having opening dimensions of 6” x 6” and meeting Section 709.4 of the WVDOT of Highways Standard Specifications, Roads and Bridges, Adopted 2023, shall be used in all placed concrete panels. The wire mesh shall be placed approximately 2 ½-inch from the bottom of the bottom of concrete pour.
Concrete Reinforcement. This item shall also include full compensation for the supply and installation of concrete reinforcing steel required. Grade of reinforcing steel shall be 400W and minimum size shall be 15M. Rebar placement drawings indicating material grade, piece marks and associated bar size and spacing, lap locations and associated lengths, etc shall be submitted to TIE by the Contractor at no extra cost to the Contract. Also include directly on the placement drawing (not on a separate drawing nor document) a detailed bar list indicating a piece mark for all bar types (including straight bars), quantity of bars for each mark, bend type, bend dimensions, total length for each mark, total mass for each mark, and grand total mass for the project. Contractor responsible to review content of placement drawings for correctness prior to submitting to TIE. The Contractor shall submit to TIE mill certificates indicating heat numbers and corresponding chemical composition (components and amounts) for all reinforcing steel used for this project. The unit price for this item shall also include all costs associated with the on-site storage of material supported/elevated off the ground such that it does not get contaminated with soil, mud, earthen debris, etc, as well as to maintain the material’s shop fabricated shape.
Concrete Reinforcement. A. Concrete reinforcement shall be carbon steel, stainless steel or low carbon/chromium steel and shall conform to the following standards:
1. Carbon steel reinforcing steel shall conform to CAN/CSA G30.18M, with a minimum yield strength of 400 MPa;
2. Stainless steel reinforcing steel shall conform to ASTM A276 and ASTM A955M (including Annex
Concrete Reinforcement. General 1.1
Concrete Reinforcement. A. Concrete reinforcement shall comply with the requirements of Section 4-4.9 [Concrete Reinforcement] of this Schedule.