Fabrication and Construction Sample Clauses

Fabrication and Construction. 8.1 The Licensee shall use its best efforts to assure that all construction and fabrication meets or exceeds all required safety standards of the United States and the jurisdiction wherein the Technology shall be utilized. 8.2 Bio-Products will use its best efforts to assure that all designs, processes, formulas, recipes, and plans to be provided to the Licensee meet or exceed all applicable and material safety standards of the United States and any jurisdiction wherein the Technology shall be utilized. 8.3 The Licensee shall use its best efforts to obtain, or cause to be obtained, all material local, state and federal permits necessary for the construction and operation of any facility that will utilize the Technology.
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Fabrication and Construction. The works to be provided by the Contractor include: a) Provision of all embedded anchor bolts, sleeves, anchors and other miscellaneous embedded parts required for the installation of all plant and structural steel work, including if necessary setting templates required for the placement of anchor bolts/embedment. b) Provision of all scaffolding which are required by the Contractor for the successful completion of the c) Excavations and casting of all foundations and plinths for the plant. d) Construction of the supporting structures. e) Grouting of structural steelwork. The Contractor is to provide details of materials and method of grouting including epoxy type non-shrink materials for acceptance by the Project Manager. f) Testing of the welding work is to be conducted in accordance with SANS 1200H Section 7.3 and allowance also has to be made for Magnetic Particle Inspection testing. - Corrosion protection of the steel supporting structures and embedded parts. g) The Contractor ensures that all concrete works are of suitable strength, the minimum strength of structural concrete and blinding concrete is to be 35MPa and 15MPa, respectively. h) Finishing are to be off-shutter or wood float. All corners to be chamfered 20x20mm. Jointing design and materials is to be suitable for the generally high and low temperature conditions that exist on site in order to minimize shrinkage and joint failure. i) Concrete may be produced from an on-site batching plant or, if available, from a local ready mix plant. Concrete is to be placed promptly after batching. j) All reinforced concrete structures are to be designed in accordance with SANS 10100. k) The construction of all reinforced concrete structures, including manufacturing, transportation, placement, sampling, curing and testing of concrete as well as the design, cutting, bending/fixing of reinforcement, erection of structures, stripping and quality of formwork is to be governed by the requirements of the relevant sections of SANS 2001-CC1.
Sample 1
Fabrication and Construction. 8.1 The Licensee and its Sub-Licensees shall use their best efforts to assure that all construction and any fabrication that takes place in any of the countries named in Paragraph 2.1 meets or exceeds all safety standards that would be required in the USA and in the countries wherein the Technology shall be utilized. 8.2 Bio-Products will use its best efforts to assure that all engineering designs, fabricated equipment, processes, formulas, recipes, and plans to be provided to the Licensee and its Sub-Licensees meet or exceed all applicable and material safety standards of the USA and any of the countries wherein the Technology shall be utilized. 8.3 The Licensee and its Sub-Licensees shall use their best efforts to obtain, or cause to be obtained, all material local, regional, and national permits necessary for the construction and operation of any facility in any of the countries that will utilize the Technology.
Sample 1
Fabrication and Construction. The works to be provided by the Contractor include: • Provision of all scaffolding, site craneage, lifting equipment, etc. which are required by the Contractor. • Excavations and drilling of all test pit areas for the project • Construction of all earthworks and terracing required • Corrosion protection of the steel supporting structures, embedded parts. • Sampling of concrete test cubes and slump tests shall take place at the point of deposition.
Sample 1
Fabrication and Construction. The picket fence supplier shall coordinate all work with the General Contractor. Final post spacing shall be established by the Contractor and the supplier and shall be in accordance with the general spacing, clearance, and other guidelines shown on the plans. Notify the Engineer if the general dimensional guidelines shown on the plans cannot be held. Anchor bolts may be preset, set in preformed holes, or field drilled and grouted. If bolts are preset or set in preformed holes, anchor bolts and locations shall be provided by the supplier to the Contractor prior to any related concrete pours. The supplier shall provide anchorage designs for the type of installation selected.
Sample 1
Fabrication and Construction. The works to be provided by the Contractor include: 1. Provision of all scaffolding, site craneage, lifting equipment, etc. which are required by the Contractor. 2. All excavations required and casting of all collection points. 3. Provision for all signage 4. Construction of all earthworks and terracing required. 5. Any modifications required for the use of existing structures or slabs. 6. Construction of the works. Provision is also made for temporary road crossings during the construction of the permanent crossing to ensure access to all required areas. 7. The Contractor provides details of any propriety products that are proposed to be used for acceptance by the Project Manager.
Sample 1

Related to Fabrication and Construction

  • 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.

  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

  • General Construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

  • New Construction If this contract is for a Property that is newly constructed and the new construction option is selected, coverage begins on day one (1) of month thirteen

  • Definitions and Construction 1 1.1 Definitions.....................................................................................1 1.2

  • ICIF Construction The ICIF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Parties agree on another mutually acceptable deadline, Interconnection Customer shall deliver to Transmission Provider and Transmission Owner “as-built” drawings, information and documents for the ICIF, such as: a one-line diagram, a site plan showing the Generating Facility and the ICIF, plan and elevation drawings showing the layout of the ICIF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Interconnection Customer’s step-up transformers, the facilities connecting the Generating Facility to the step-up transformers and the ICIF, and the impedances (determined by factory tests) for the associated step-up transformers and the Generating Facility. Interconnection Customer shall provide Transmission Provider and Transmission Owner with Interconnection Customer’s specifications for the excitation system, automatic voltage regulator, Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • 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: 1. Coordination and providing supervision to all Subcontractor and workers; 2. Posting of the prevailing wage scale; 3. Maintaining a copy of the Contractors safety program manual made available to all construction personnel; 4. Conducting weekly on-site safety meetings; 5. Completing the daily labor and construction progress log on a daily basis and submit copies to the County on a daily basis. Copies of the previous day’s reports must be submitted by 9:00AM of the following day. a. Daily labor log is to include a listing of Subcontractor(s) and a count of workers by trade providing services for the day. b. Construction progress log is to include a narrative of the Work provided by trade(s). Narrative agrees to include the various areas of the jobsite where Work was performed and any problems or conditions that were encountered. c. In the event the Contractor fails to provide a daily log and/or construction progress log, the County may impose damages against the Contractor in the amount of fifty dollars ($50.00) for each log and deduct from the Contractor’s payment request, for each day the Contractor does not provide the documentation. 6. County may suspend Contractor operations if no Contractor Superintendent is observed. All delays caused by the suspension will be the responsibility of the Contractor. No time extension or claims for cost(s) associated with the suspension will be granted by the County.

  • Interpretation and Construction When a reference is made in this Agreement to a Section, such reference shall be to a Section of this Agreement, unless otherwise indicated. The headings contained in this Agreement are for reference purposes only and shall not affect in any way the meaning or interpretation of this Agreement. Whenever the words “include,” “includes” and “including” are used in this Agreement, they shall be deemed to be followed by the words “without limitation.” The words “hereof, “herein” and “hereunder” and words of similar import when used in this Agreement shall refer to this Agreement as a whole and not to any particular provision of this Agreement. The word “will” shall be construed to have the same meaning as the word “shall.” The words “dates hereof” will refer to the date of this Agreement. The word “or” is not exclusive. The definitions contained in this Agreement are applicable to the singular as well as the plural forms of such terms. Any agreement, instrument, law, rule or statute defined or referred to herein means, unless otherwise indicated, such agreement, instrument, law, rule or statute as from time to time amended, modified or supplemented. Each of the parties hereto acknowledges that it has been represented by counsel of its choice throughout all negotiations that have preceded the execution of this Agreement, and that it has executed the same with the advice of said independent counsel. Each party cooperated and participated in the drafting and preparation of this Agreement and the documents referred to herein, and any and all drafts relating thereto exchanged among the parties shall be deemed the work product of all of the parties and may not be construed against any party by reason of its drafting or preparation. Accordingly, any rule of law or any legal decision that would require interpretation of any ambiguities in this Agreement against any party that drafted or prepared it is of no application and is hereby expressly waived by each of the parties hereto, and any controversy over interpretations of this Agreement shall be decided without regards to events of drafting or preparation.

  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

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