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.

Related to Reinforcing Bars

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) 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, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Crane Erection & Jumping (a) Cranes and man/material hoists may be erected, altered, climbed and dismantled during times when ordinary production works are in progress subject to the work being done in full compliance with a relevant operational safety zone (OSZ) plan which has been developed specifically for that operation with consideration to overall site safety. (b) The crane crew for each tower crane (Crane Crew) must consist of the following: (i) crane driver; and (ii) three (3) dogmen. (c) In addition to the appropriate tickets held by the crane driver and the dogmen, the following high risk licences must be held amongst the Crane Crew: (i) rigging; and (ii) material handling. (d) Where a Project consists of a single Crane Crew, the Employer should endeavour to ensure another member of the Crane Crew holds a crane driver licence.

  • Fabrication Making up data or results and recording or reporting them.

  • PRODUCTIVITY The Union shall place no limitations upon the amount of work which an Employee shall perform during the working day and there shall be no restrictions imposed against the use of any type of machinery, tools or labour saving devices.

  • Onboarding The parties acknowledge that the City provides a new employee orientation (onboarding) to each new employee hired by the City. As such, the Union will be provided with not less than 10 calendar days’ advanced notice of the time, date, and location of the onboarding of any new employee represented by the Union. The Union will be given 30- minutes at the start of the new employee onboarding in a room designated by the City for no more than one (1) representative to present Union membership information. The City representative will excuse him or herself during the Union portion of the onboarding. The Union agrees in its portion of the onboarding not to engage in speech that could cause disruption or material interference with City activities. The City will provide 30 minutes of Union Release Time to the Union representative presenting the Union membership information during the scheduled onboarding. The Union shall provide the Union representative’s immediate supervisor with the Union representative’s name at least five (5) days prior to the onboarding. The Union representative shall be released for this purpose unless unusual operation needs interfere with such release in which case the Union representative’s immediate supervisor will provide a written explanation of why release could not be approved. If the Union representative is not released due to department operational needs, the Union representative may arrange an alternative date and time to meet with the newly hired employee within the first two (2) weeks of employment, subject to the 30-minutes onboarding and Union Release Time requirements as stipulated above.