Specify Methods Sample Clauses

The "Specify Methods" clause defines the particular procedures, techniques, or standards that must be used to perform certain tasks or fulfill obligations under an agreement. This clause may require parties to use industry-standard methods, follow detailed protocols, or utilize specific equipment or software when carrying out their responsibilities. By clearly outlining the required methods, the clause ensures consistency, quality, and predictability in performance, reducing the risk of disputes over how work should be completed.
Specify Methods. The Contractor shall specify the methods by which it assures the Department that Marketing, including plans and materials, is accurate and does not mislead, confuse, or defraud Potential Enrollees or the Department.
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Related to Specify Methods

  • Payment Methods A. Except as otherwise provided by this Contract, the payment method will be one or more of the following:

  • 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.

  • Selection Criteria Each Contract is secured by a new or used Motorcycle. No Contract has a Contract Rate less than 1.00%. Each Contract amortizes the amount financed over an original term no greater than 84 months (excluding periods of deferral of first payment). Each Contract has a Principal Balance of at least $500.00 as of the Cutoff Date.

  • Payment Methodology The Grantee shall be reimbursed for actual, reasonable, and necessary costs based upon the Grant Budget, not to exceed the Maximum Liability established in Section 1. Upon progress toward the completion of the Scope, as described in Section A of this Grant Contract, the Grantee shall submit invoices prior to any reimbursement of allowable costs.