Concrete Base Clause Samples

Concrete Base. As shown on the Drawings. Concrete shall be furnished by a well-known, reputable ready- mix concrete company. Mixing, transporting and placing of concrete shall conform to ASTM C94. Curing shall be performed in accordance with standard practice to prevent excessive shrinkage or cracking.
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Concrete Base. All aspects of constructing Portland cement concrete roadbase on a compacted and prepared sub base shall conform to the requirements of the F.D.O.T. "Standard Specifications", latest edition except as authorized by the County's Representative.
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Concrete Base. The concrete base, reinforcing cage and fixings shall be designed and constructed to the requirements of SANS 1200 A, SANS 1200 AA, SANS 1200 G, SANS 1200 GA, SANS 10144, SANS 10145, SANS 17660- 1, SANS 17660-2 and SANS 920. The base design shall include at least two 110mm diameter PVC ducting to allow the supply cable and the two 35mm² copper earthing conductors access from below ground level to the inside of the mast without being visible above. The positioning of the ducting must be clearly marked on the foundation of the mast. The Contractor shall test the soil bearing pressure for each mast prior to casting the concrete base to ensure that the soil load bearing conditions are suited to the specific concrete base design. The cost of these tests shall be included in the pricing schedule. The results of these tests must be discussed with the Engineer prior to casting of the concrete base and hand the results over to the Engineer prior on completion of the project. All reinforcing and foundation bolts shall have a minimum of 100mm concrete cover. The 28 days cube strength of the concrete shall be stated by the Contractor All foundations shall have a circular flat base from which a square plinth shall rise to above the surrounding ground level. After casting of the foundation, the slab shall be covered by earth, properly compacted. The area around the plinth shall be brought to the original level and shall be left neat and tidy.
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Related to Concrete Base

  • CFR 200 328. Failure to submit such required Performance Reports may cause a delay or suspension of funding. 30 ILCS 705/1 et seq.

  • Technical Objections to Grievances It is the intent of both parties to this agreement that no grievance shall be defeated merely because of a technical error other than time limitations in processing the grievance through the grievance procedure. To this end an arbitration board shall have the power to allow all necessary amendments to the grievance and the power to waive formal procedural irregularities in the processing of a grievance in order to determine the real matter in dispute and to render a decision according to equitable principles and the justice of the case.

  • Review Process Limitations The Asset Representations Reviewer will have no obligation (i) to determine whether a Delinquency Trigger Event has occurred or whether the required percentage of Noteholders has voted to direct an Asset Representations Review under the Indenture, (ii) to determine which Receivables are subject to an Asset Representations Review, (iii) to obtain or confirm the validity of the Review Materials, (iv) to obtain missing or insufficient Review Materials except as specifically described herein, (v) to take any action or cause any other party to take any action under any of the Transaction Documents to enforce any remedies for breaches of representations or warranties about the Eligible Representations, (vi) to determine the reason for the delinquency of any Review Receivable, the creditworthiness of any Obligor, the overall quality of any Review Receivable or the compliance by the Servicer with its covenants with respect to the servicing of such Review Receivable, or (vii) to establish cause, materiality or recourse for any failed Test as described in Section 3.03.

  • Completion of Concrete Pours and Emergency Work (a) Except as provided in this sub-clause an Employee shall nor work or be required to work in the rain. (b) Employees shall not be required to start a concrete pour in Inclement Weather. (c) Where a concrete pour has been commenced prior to the commencement of a period of Inclement Weather Employees may be required to complete such concrete pour to a practical stage and for such work shall be paid at the rate of double time calculated to the next hour, and in the case of wet weather shall be provided with adequate wet weather gear. (d) If an Employee’s clothes become wet as a result of working in the rain during a concrete pour the Employee shall, unless the Employee has a change of dry working clothes available, be allowed to go home without loss of pay. (e) The provisions of clauses 32.7(c) and 32.7(d) hereof shall also apply in the case of emergency work where the Employees concerned and their delegates agree that the work is of an emergency nature and can start and/or proceed.

  • Year 2000 Issues Each of the Borrower and its Subsidiaries has made a full and complete assessment of the Year 2000 Issues and has a realistic and achievable program for remediating the Year 2000 Issues on a timely basis. Based on this assessment and program, the Borrower does not reasonably anticipate any Material Adverse Effect as a result of Year 2000 Issues.