Design Standards and Construction Specification Sample Clauses

Design Standards and Construction Specification. The Contractor shall build the fish easement to the specification as set out on outline design drawings (OURD-PTW3-Outline Design) The works shall not deviate from these plans without prior written approval and should also conform to appropriate British or European Standards. Additional specification shall be the ‘Civil Engineering Specification for the Water Industry 7th Edition’ (CESWI 7), published by UK Water Industry Research Ltd in March 2011 and supplemented by the Clauses in this document. Insofar as any clause in this document may conflict or be inconsistent with any provision of CESWI 7 the clauses in this document always prevail. The Specification in CESWI 7 is amended as described in Section 3 of this document. The scheme shall not detrimentally affect the stability or standard of flood protection provided by the existing fluvial defenses and riverbanks. Structures must be stable at all water levels. The Contractor shall agree any alternative design with the Project Manager, who will in cooperation with the contractor subsequently secure permissions from the Planning Authority and local residents and landowners. Alternative designs will be scrutinised in respect of any change of impact on upstream and downstream river levels and any changes in flood flow velocities. An Alternative Design includes any change to concept, line, level, or finish. The Contractor shall be deemed to have visited and examined the site and its surroundings prior to the submission of his Tender, and indicated on the local condition form enclosed, that should be returned with the tender submission.
Sample 1
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Design Standards and Construction Specification. The Contractor will take outline design to British Construction standard and ensure that Hydraulic modelling is run to demonstrate that the fish pass does not impact the function of the canal abstraction on the xxxx. A flood risk assessment of final construction designs following National Planning Policy Framework (NPPF) guidelines will also be produced as detailed in OURD-GAT20-FRA and modeling Spec. Designs to be delivered by May 6th, 2022. The Contractor shall produce temporary works design and sequence for conveying the River Xxxxxxx past the working area to create a dry working environment as specified in OURD-GAT26-Tempoary Works Spec. A Method statement will also be delivered for the temporary works which will be submitted, along with designs, to LPA and EA permitting. Designs to be delivered by May 6th, 2022. The Contractor shall build the fish easement to the specification as set out from the final construction designs specified above. The works shall not deviate from these plans without prior written approval and should also conform to appropriate British or European Standards. Additional specification shall be the ‘Civil Engineering Specification for the Water Industry 7th Edition’ (CESWI 7), published by UK Water Industry Research Ltd in March 2011 and supplemented by the Clauses in this document. Insofar as any clause in this document may conflict or be inconsistent with any provision of CESWI 7 the clauses in this document always prevail. The Specification in CESWI 7 is amended as described in Section 3 of this document. The scheme shall not detrimentally affect the stability or standard of flood protection provided by the existing fluvial defenses and riverbanks. Structures must be stable at all water levels. The Contractor shall agree any alternative design with the Project Manager, who will in cooperation with the contractor subsequently secure permissions from the Planning Authority and local residents and landowners. Alternative designs will be scrutinised in respect of any change of impact on upstream and downstream river levels and any changes in flood flow velocities. An Alternative Design includes any change to concept, line, level, or finish. The Contractor shall be deemed to have visited and examined the site and its surroundings prior to the submission of his Tender, and indicated on the local condition form enclosed, that should be returned with the tender submission.
Sample 1

Related to Design Standards and Construction Specification

  • Technical Specification As enumerated in Special Conditions of Contract/Scope of Work/attached Drawing/ Details/Schedule of Rates.

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

  • The Specifications The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, systems, standards and workmanship for the Work, and performance of related services.

  • Implementation Specifications 1. The accounting shall contain the date, nature, and purpose of such disclosures, and the name and address of the person or agency to whom the disclosure is made.

  • General specifications 6.1.1. A vehicle and its electrical/electronic system(s) or ESA(s) shall be so designed, constructed and fitted as to enable the vehicle, in normal conditions of use, to comply with the requirements of this Regulation.

  • 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.

  • DAF Specifications Developer shall submit initial specifications for the DAF, including System Protection Facilities, to Connecting Transmission Owner and NYISO at least one hundred eighty (180) Calendar Days prior to the Initial Synchronization Date; and final specifications for review and comment at least ninety (90) Calendar Days prior to the Initial Synchronization Date. Connecting Transmission Owner and NYISO shall review such specifications to ensure that the DAF are compatible with the technical specifications, operational control, and safety requirements of the Connecting Transmission Owner and NYISO and comment on such specifications within thirty (30) Calendar Days of Developer’s submission. All specifications provided hereunder shall be deemed to be Confidential Information.

  • Design Standards Most recent edition of the “Owner’s Design Standards,” including any partial updates as may be directed by the Owner.

  • Technical Specifications and Drawings a) The Goods and Related Services supplied under this Contract shall conform to the technical specifications and standards mentioned in Section VI, Schedule of Requirements and, when no applicable standard is mentioned, the standard shall be equivalent or superior to the official standards whose application is appropriate to the Goods' country of origin.

  • 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.

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