REINFORCED CEMENT Sample Clauses

REINFORCED CEMENT. CONCRETE i) For elements of depth/thickness more then and including 100mm - 20mm ii) For elements of depth/thickness less then100mm - 12.5mm NOTE: - However in no case, the nominal size of aggregates shall be greater than one fourth the minimum size of the member. (b) PLAIN CEMENT CONCRETE i) Under 30mm thickness : 12.5xx xx) 30 to 80mm thickness : 20mm except in 75mm thick sub base of flooring for which nominal size of aggregate shall be 40mm iii) Exceeding 80mm thickness : 40mm
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REINFORCED CEMENT. CONCRETE (RCC) wherever indicated in items shall be as described in respective items and as detailed in MES Schedule.

Related to REINFORCED CEMENT

  • Elevation Elevation is defined as restoring an employee to the higher classification, with permanent status, which was held prior to being granted a demotion or to a class that is between the current class and the class from which the employee was demoted. Upon elevation, an employee’s salary will be determined in the same manner that is provided for promotion in Section 43.5, above.

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Geometric visibility The visibility of the illuminating surface, including its visibility in areas which do not appear to be illuminated in the direction of observation considered, shall be ensured within a divergent space defined by generating lines based on the perimeter of the illuminating surface and forming an angle of not less than 5° with the axis of reference of the headlamp. The origin of the angles of geometric visibility is the perimeter of the projection of the illuminating surface on a transverse plane tangent to the foremost part of the lens of the headlamp.

  • 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.

  • Switching System Hierarchy and Trunking Requirements For purposes of routing ECI traffic to Verizon, the subtending arrangements between Verizon Tandem Switches and Verizon End Office Switches shall be the same as the Tandem/End Office subtending arrangements Verizon maintains for the routing of its own or other carriers’ traffic (i.e., traffic will be routed to the appropriate Verizon Tandem subtended by the terminating End Office serving the Verizon Customer). For purposes of routing Verizon traffic to ECI, the subtending arrangements between ECI Tandem Switches and ECI End Office Switches shall be the same as the Tandem/End Office subtending arrangements that ECI maintains for the routing of its own or other carriers’ traffic.

  • Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:

  • Shift Rotation Routine shift rotation is not an approach to staffing endorsed by the Employer. Except for emergency situations where it may be necessary to provide safe patient care, shift rotation will not be utilized without mutual consent. If such an occasion should ever occur, volunteers will be sought first. If no one volunteers, the Employer will rotate shifts on an inverse seniority basis until the staff vacancies are filled.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. Experience: A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Teamwork At Citizens’ discretion, Vendor Staff may be required to work in cooperation with another vendor’s staff or report to a supervisor from another vendor. Vendor shall cooperate and cause its staff to cooperate with any other Citizens’ vendor or any other party identified by Citizens.

  • CLASS SIZE/STAFFING LEVELS The board will make every effort to limit FDK/Grade 1 split grades where feasible. APPENDIX A – RETIREMENT GRATUITIES

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