Design and Construction In complying with the requirements of the specification both with respect to arrangement and detail, design is to conform to the best current engineering practice. Each of the several parts of the material is to be of the maker’s standard design provided that this design is in general accordance with the specification. The essence of design should be simplicity and reliability in order to give long continuous service with high economy and low maintenance cost. Particular attention should be paid to internal and external access in order to facilitate inspection, cleaning and maintenance. The design dimensions and materials of all parts are to be such that they will not suffer damage as a result of stresses under the most severe conditions. Fully detailed specifications of the several parts of the material are to be submitted describing particularly the materials to be used. The materials used in the construction of the material are to be of the highest quality and selected particularly to meet the duties required of them. Mechanisms are to be constructed to avoid sticking due to rust or corrosion. Workmanship and general finish are to be of the highest class throughout. All similar parts of the material are to be interchangeable. All equipment is to operate without undue vibration and with the least possible amount of noise and is not to cause a nuisance. All equipment is to be designed to minimize the risk of fire and any damage, which may be caused in the event of fire. The equipment is also to be designed to prevent ingress of all vermin, accidental contact with live parts and to minimize the ingress of dust and dirt. The use of materials, which may be liable to attack by termites or other insects, is to be avoided.
Coordination of Design and Construction Contract Documents 5.5.1 Review model(s), Drawings, Specifications and other Construction Documents as they are developed by A/E during the Schematic Design, Design Development, and Construction Documents design phases of the Project.
Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.
Project Construction The Contractor agrees to provide continuous on-site supervision on each Job Order, while progress on the project is being accomplished. The Contractor’s Project Manager will ensure:
Project Construction Budget The project construction cost allowance specifically stated in writing as the ‘revised’ or ‘current’ ‘Project Construction Budget’ by the Trustees at each applicable phase of plan development.
PRE-CONSTRUCTION PHASE SERVICES The Pre-Construction Phase shall be deemed to commence upon the date specified in a written Notice to Proceed with Pre-Construction Phase Services issued by Owner and shall continue through completion of the Construction Documents and procurement of all major Subcontractor agreements. Contractor is not entitled to reimbursement for any costs incurred for Pre-Construction Phase Services performed before issuance of the written Notice to Proceed. Pre-Construction Phase Services may overlap Construction Phase Services. Contractor shall perform the following Pre-Construction Phase Services:
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.
BUILDER’S RISK FOR CONSTRUCTION RENOVATION PROJECTS If the project is CONSTRUCTION RENOVATION of an existing structure, and the State has already determined that Contractor will not be obligated to obtain and maintain Builder’s Risk insurance, then the following provisions apply:
Project Schedule Construction must begin within 30 days of the date set forth in Appendix A, Page 2, for the start of construction, or this Agreement may become null and void, at the sole discretion of the Director. However, the Recipient may apply to the Director in writing for an extension of the date to initiate construction. The Recipient shall specify the reasons for the delay in the start of construction and provide the Director with a new start of construction date. The Director will review such requests for extensions and may extend the start date, providing that the Project can be completed within a reasonable time frame.
BUILDER’S RISK FOR NEW CONSTRUCTION PROJECTS If the project is NEW CONSTRUCTION, then the following provisions apply:
