Non-Standard Costs Sample Clauses

The Non-Standard Costs clause defines which expenses are considered outside the usual or anticipated costs under an agreement. Typically, this clause specifies that any costs not explicitly included in the contract price—such as special materials, expedited shipping, or unique regulatory fees—are treated as non-standard and may require separate approval or reimbursement. Its core function is to clarify financial responsibilities and prevent disputes by distinguishing between standard and exceptional costs, ensuring both parties understand which expenses are covered and which may incur additional charges.
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Non-Standard Costs. The Parties acknowledge that during the Term of this Agreement, Seller and/or its Affiliates may incur Non-Standard Costs. Seller will invoice Buyer monthly for Non-Standard Costs, if any, on a time and Material basis, at the rates set forth on Exhibit 1.16. Buyer shall pay such invoice within thirty (30) days after the date of invoice.
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Related to Non-Standard Costs

  • Construction Standards The Developer shall construct the Subdivision in accordance with the Subdivision Plan, as approved by the Planning Commission, and if applicable, the requirements of the Design Review Committee, and in accordance with the requirements of (a) the Millington Subdivision Regulations; (b) standards and specifications contained in “Local Public Works Standard, and Specifications”, as amended to include specific requirements for construction in Millington, TN; (c) the Building Code (as adopted by Shelby County); (d) the Fire Code (as adopted by Shelby County); (e) the Millington Zoning Ordinance; and (f) the applicable Ordinances of the City. Items (a) through (f) are hereby made a part of this Agreement by reference and are hereinafter referred to collectively as the “Codes”. References herein to the Codes are to those in effect on the Effective Date unless amendments are hereafter made which apply to all improvements or subdivisions regardless of their date of commencement and/or completion of construction. The Conditions of Approval established by the Planning Commission, and, as applicable, the Design Review Committee (any or all of which as may have been modified by the Board of Mayor and Aldermen) are set forth in Exhibit “A” to this Agreement and are incorporated herein by reference and made a part hereof.

  • Construction Change Directives 1.1.1, 3.4.2, 3.11, 3.12.8, 4.2.8, 7.1.1, 7.1.2, 7.1.3, 7.3, 9.3.1.1 Construction Schedules, Contractor’s 3.10, 3.11, 3.12.1, 3.12.2, 6.1.3, 15.1.6.2

  • Milestone Schedule Please state the status and progress of each Milestone and identify any completed Milestone(s) for the previous calendar quarter.

  • Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.

  • MSAA Indicator Technical Specification Document This Agreement shall be interpreted with reference to the MSAA Indicator Technical Specifications document.