Make-Ready Work The term “make-ready work” refers to all work performed or to be performed to prepare SWBT’s poles, ducts, conduits, rights-of-way, and related facilities for the requested occupancy or attachment of Applicant’s facilities. Make-ready work does not include the actual installation of Applicant’s facilities. “Make-ready work” includes, but is not limited to, clearing obstructions (e.g., by “rodding” ducts to ensure clear passage), and rearranging, transferring, replacing, and removing existing facilities on a pole or in a conduit system where such work is required to accommodate Applicant’s facilities (as contrasted with work performed on SWBT’s behalf in furtherance of SWBT’s own business needs or convenience). “Make-ready work” may require “dig-ups” of existing facilities and may include the repair, enlargement or modification of SWBT’s facilities (including, but not limited to, poles, ducts, conduits, handholes, and manholes), consolidating services into fewer cables, or the performance of other work required to make a pole, anchor, duct, conduit, manhole, handhole, or right-of-way usable for the initial placement of Applicant’s facilities. As used in this Agreement, the term “make-ready work” also includes associated planning and engineering work required to confirm or determine the extent of make-ready work required and to plan make-ready projects.
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.
WORK CLOTHING 1. The State shall continue to furnish foul weather gear and work clothing, such as aprons, smocks, shop coats, lab coats, coveralls and boots to employees furnished such clothing in the past. The State shall be responsible for continuing to provide laundering of work clothing where such service is being provided as of the effective date of this Agreement.
Work Schedule A 4/10 work schedule is four (4) ten hour days in a seven (7) day period, for a total of forty (40) hours per week.
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.
Construction Phase Services 3.1.1 – Basic Construction Services
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.
Power Factor Design Criteria (Reactive Power A wind generating plant shall maintain a power factor within the range of 0.95 leading to 0.95 lagging, measured at the Point of Interconnection as defined in this LGIA, if the ISO’s System Reliability Impact Study shows that such a requirement is necessary to ensure safety or reliability. The power factor range standards can be met using, for example without limitation, power electronics designed to supply this level of reactive capability (taking into account any limitations due to voltage level, real power output, etc.) or fixed and switched capacitors if agreed to by the Connecting Transmission Owner for the Transmission District to which the wind generating plant will be interconnected, or a combination of the two. The Developer shall not disable power factor equipment while the wind plant is in operation. Wind plants shall also be able to provide sufficient dynamic voltage support in lieu of the power system stabilizer and automatic voltage regulation at the generator excitation system if the System Reliability Impact Study shows this to be required for system safety or reliability.
C1 Contract Price C1.1 In consideration of the Contractor’s performance of its obligations under the Contract, the Authority shall pay the Contract Price in accordance with clause C2 (Payment and VAT).
ADDITIONAL SPECIAL CONTRACT CONDITIONS A. Special Contract Conditions revisions: the corresponding subsections of the Special Contract Conditions referenced below are replaced in their entirety with the following:
