Concrete Reinforcement Sample Clauses

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.
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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. PRECAST UNIT INSTALLATION: 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 insta...
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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, 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.
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Concrete Reinforcement. A. Concrete reinforcement shall be carbon steel, stainless steel or low carbon/chromium steel and shall conform to the following standards:
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Concrete Reinforcement. A. Concrete reinforcement shall comply with the requirements of Section 4-4.9 [Concrete Reinforcement] of this Schedule.
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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.
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Concrete Reinforcement. The provisions of the DART Standard Specification Section 03200, “Concrete Reinforcement”, shall apply to the Work as modified herein. PART 3 - EXECUTION
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Concrete Reinforcement. 1 : General 1.1
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Related to Concrete Reinforcement

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Volunteer Firefighting Leave Leave without pay will be granted when an employee who is a volunteer firefighter is called to duty to respond to a fire, natural disaster or medical emergency.

  • Procurement of the Site 10.3.1 Pursuant to the notice specified in Clause 4.1.2, the Authority Representative and the Concessionaire shall, on a mutually agreed date and time, inspect the Site and prepare a memorandum containing an inventory of the Site including the vacant and unencumbered land, buildings, structures, road works, trees and any other immovable property on or attached to the Site. Such memorandum shall have appended thereto an appendix (the “Appendix”) specifying in reasonable detail those parts of the Site to which vacant access and Right of Way has not been granted to the Concessionaire. Signing of the memorandum, in two counterparts (each of which shall constitute an original), by the authorised representatives of the Parties shall, subject to the provisions of Clause 10.2.2, be deemed to constitute a valid licence and Right of Way to the Concessionaire for free and unrestricted use and development of the vacant and unencumbered Site during the Concession Period under and in accordance with the provisions of this Agreement and for no other purpose whatsoever. For the avoidance of doubt, it is agreed that valid licence and Right of Way with respect to the parts of the Site as set forth in the Appendix shall be deemed to have been granted to the Concessionaire upon vacant access thereto being provided by the Authority to the Concessionaire.

  • Infrastructure (a) The Borrower has and will maintain a sufficient infrastructure to conduct its business as presently conducted and as contemplated to be conducted following its execution of this Agreement.

  • Cement Cement to be used for the work shall comply the following and shall be used with the prior approval of Engineer -in -charge

  • Staging In addition to the staging categories listed in paragraph 1 of Annex 2-A, this Schedule contains staging categories 20-A, 20-B, PR-1 and PR-130:

  • Framework Management Structure 2.1.1 The Supplier shall provide a suitably qualified nominated contact (the “Supplier Framework Manager”) who will take overall responsibility for delivering the Goods and/or Services required within this Framework Agreement, as well as a suitably qualified deputy to act in their absence.

  • Infrastructure Improvements The design, redevelopment and construction and completion of certain infrastructure improvements, including sewer, stormwater, electrical and water main improvements, along with other similar improvements.

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