Fabrication and Construction Clause Samples

The Fabrication and Construction clause outlines the requirements and standards for the manufacturing and assembly of materials or components, as well as the on-site construction activities necessary to complete a project. It typically specifies the quality controls, timelines, and procedures that contractors must follow during fabrication in workshops and during installation at the construction site. By clearly defining these expectations, the clause ensures that all work meets the agreed-upon specifications and helps prevent disputes over workmanship or delays in project delivery.
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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.
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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: • 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.
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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.
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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.
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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.
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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.

  • Design and Construction of the Project Highway 10.1 Obligations prior to commencement of Works (i) Within 20 (twenty) days of the Appointed Date, the Contractor shall: (a) appoint its representative, duly authorised to deal with the Authority in respect of all matters under or arising out of or relating to this Agreement; (b) appoint a design director (the “Design Director”) who will head the Contractor’s design unit and shall be responsible for surveys, investigations, collection of data, and preparation of preliminary and detailed designs; (c) undertake and perform all such acts, deeds and things as may be necessary or required before commencement of Works under and in accordance with this Agreement, the Applicable Laws and Applicable Permits; and (d) make its own arrangements for quarrying of materials needed for the Project Highway under and in accordance with the Applicable Laws and Applicable Permits. (ii) The Authority shall, appoint an engineer (the “Authority’s Engineer”) before the Appointed Date to discharge the functions and duties specified in this Agreement, and shall notify to the Contractor the name, address and the date of appointment of the Authority’s Engineer forthwith. (iii) Within 30 (thirty) days of the Appointed Date, the Contractor shall submit to the Authority and the Authority’s Engineer a programme (the “Programme”) for the Works, developed using networking techniques, for review and consent of the Engineer, giving the following details: (a) Part I : Contractor’s organisation for the Project, the general methods and arrangements for design and construction, environmental management plan, Quality Assurance Plan including design quality plan, traffic management and safety plan covering safety of users and workers during construction (including use of ‘ROBOTS’ for diversion and control of traffic), Contractor’s key personnel and equipment. (b) Part II : Programme for completion of all stages of construction given in Schedule-H and Project Milestones of the Works as specified in Project Completion Schedule set forth in Schedule-J. The Programme shall include: i. the order in which the Contractor intends to carry out the Works, including the anticipated timing of design and stages of Works; ii. the periods for reviews under Clause 10.2; iii. the sequence and timing of inspections and tests specified in this Agreement; and iv. the particulars for the pre-construction reviews and for any other submissions, approvals and consents specified in the Agreement. The Contractor shall submit a revised Programme whenever the previous Programme is inconsistent with the actual progress or with the Contractor’s obligations. (c) Part III : Monthly cash flow forecast. (iv) The Contractor shall compute, on the basis of the Drawings prepared in accordance with Clause 10.2 (iv), and provide to the Authority’s Engineer, the length, area and numbers, as the case may be, in respect of the various items of work specified in Schedule-H and comprising the Scope of the Project. The Parties expressly agree that these details shall form the basis for estimating the interim payments for the Works in accordance with the provisions of Clause 19.3. For the avoidance of doubt, the sum of payments to be computed in respect of all the items of work shall not exceed the Contract Price, as may be adjusted in accordance with the provisions of this Agreement. (v) The Contractor shall appoint a safety consultant (the “Safety Consultant”) to carry out a safety audit at the design stage of the Project Highway in accordance with the Applicable Laws and Good Industry Practice. The Safety Consultant shall be appointed after proposing to the Authority a panel of three (3) names of qualified and experienced firms from which the Authority may choose one (1) to be the Safety Consultant. Provided, however, that if the panel is not acceptable to the Authority and the reasons for the same are furnished to the Contractor, the Contractor shall propose to the Authority a revised panel of three (3) names from the firms empanelled as safety consultants by the [Ministry of Road Transport and Highways] for obtaining the consent of the Authority. The Contractor shall also obtain the consent of the Authority for the key personnel of the Safety Consultant who shall have adequate experience and qualifications in safety audit of the highway projects. The Authority shall, within 15 (fifteen) days of receiving a proposal from the Contractor hereunder, convey its decision, with reasons, to the Contractor, and if no such decision is conveyed within the said period, the Contractor may proceed with engaging of the Safety Consultant. (vi) The safety audit pursuant to Clause 10.1 (v) shall be carried out by the Safety Consultant in respect of all such design details that have a bearing on safety of Users as well as pedestrians and animals involved in or associated with accidents. The recommendations of the Safety Consultant shall be incorporated in the design of the Project Highway and the Contractor shall forward to the Authority’s Engineer a certificate to this effect together with the recommendations of the Safety Consultant. In the event that any works required by the Safety Consultant shall fall beyond the scope of Schedule-B, Schedule-C or Schedule-D, the Contractor shall make a report thereon and seek the instructions of the Authority for Change in Scope. For the avoidance of doubt, the Safety Consultant to be engaged by the Contractor shall be independent of the design and implementation team of the Contractor.

  • 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