SPECIFICATION FOR PRE-CAST CONCRETE BLOCK MASONRY WORK Sample Clauses

SPECIFICATION FOR PRE-CAST CONCRETE BLOCK MASONRY WORK. A pre-cast hollow concrete block is defined as a block having one or more large holes or cavities which pass through the block and has solid material between 50 and 75 percent of the total volume of block, calculated from overall dimensions. The mix proportions for preparing concrete block is related to their method of manufacture. Method of Manufacture Mix Proportion by volume
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Related to SPECIFICATION FOR PRE-CAST CONCRETE BLOCK MASONRY WORK

  • Flexible Work Schedule A flexible work schedule is any schedule that is not a regular, alternate, 9/80, or 4/10 work schedule and where the employee is not scheduled to work more than 40 hours in the "workweek" as defined in Subsections F. and H., below.

  • Supplemental JBoss Software Conditions Software Access and Software Maintenance for Supplemental JBoss Software is intended and available for Development Purposes only and for up to 25 users for each 16 Core Band Subscription of Red Hat JBoss Middleware Software that you purchased. If you deploy or use the Supplemental JBoss Software for Production Purposes or for more than 25 users, you agree to purchase the appropriate Software Subscriptions for each Unit that you deploy or use. Red Hat’s Open Source Assurance Program applies only to the Red Hat JBoss Middleware Software Subscription that you purchased (such as Red Hat JBoss Enterprise Application Platform in the example above) and does not apply to Supplemental JBoss Software. JBoss xPaaS Subscriptions (defined below) are not considered Supplemental JBoss Software. Each installation and use of JBoss xPaaS Subscriptions Software for either Development Purposes or Production Purposes is a Unit and requires a paid Software Subscription.

  • Construction Progress Schedule; Overall Project Schedule The Contractor shall submit for review by the Design Professional and approval by the Owner a Construction Progress Schedule based upon the Design Professional’s Preliminary Design and Construction Schedule and prepared using a CPM (Critical Path Method) process within sixty days after the Effective Date of the Contract, utilizing a full-featured software package in a form satisfactory to the Design Professional and Owner, showing the dates for commencement and completion of the Work required by the Contract Documents, including coordination of mechanical, plumbing, and electrical disciplines, as well as coordination of the various subdivisions of the Work within the Contract. Milestones must be clearly indicated and sequentially organized to identify the critical path of the Project. The Construction Schedule will be developed to represent the CSI specification divisions. It shall have the minimum number of activities required to adequately represent to the Owner the complete scope of Work and define the Project’s (and each Phase’s if phased) critical path and associated activities. The format of the Construction Progress Schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, inspections for Material Completion and Occupancy Date, and Final Completion Date. The Contractor shall submit, along with the Construction Progress Schedule, the Submittal Schedule for approval by the Design Professional, correlating the associated approval dates for the documents with the Construction Progress Schedule. Upon recommendation by the Design Professional and approval by the Owner, the Construction Progress Schedule shall become the Overall Project Schedule, which shall be utilized by the Design Professional, Owner and Contractor. The Contractor must provide the Design Professional and the Owner with monthly updates of the Overall Project Schedule indicating completed activities and any changes in sequencing or activity durations, including approved change orders. See also Article 3.3.5.

  • Flexible Work Schedules (a) Academic Professional staff members throughout the University may have, as indicated below, flexible work schedules. For example, Academic Professionals often travel on University business and/or work evenings and weekends. A flexible work schedule is defined as having established working hours different from the standard 8:00 a.m. to 5:00 p.m. Monday through Friday schedule, to be followed by an employee for an agreed upon period of time.

  • ROAD WORK PHASE APPROVAL Purchaser shall obtain written approval from the Contract Administrator upon completion of each of the following phases of road work:  Drainage installation  Subgrade compaction  Rock compaction SUBSECTION RESTRICTIONS

  • Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.

  • Schematic Design Phase Services § 3.2.1 The Architect shall review the program and other information furnished by the Owner, and shall review laws, codes, and regulations applicable to the Architect’s services.

  • Class Specifications The Human Resources Division shall determine:

  • Post-Commercial Operation Date Testing and Modifications Each Party shall at its own expense perform routine inspection and testing of its facilities and equipment in accordance with Good Utility Practice as may be necessary to ensure the continued interconnection of the Large Generating Facility with the Participating TO’s Transmission System in a safe and reliable manner. Each Party shall have the right, upon advance written notice, to require reasonable additional testing of the other Party’s facilities, at the requesting Party’s expense, as may be in accordance with Good Utility Practice.

  • Synchronization, Commissioning and Commercial Operation 4.1.1 The Power Producer shall give at least thirty (30) days written notice to the SLDC and GUVNL, of the date on which it intends to synchronize the Power Project to the Grid System.

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