Calculation Methodologies Sample Clauses

Calculation Methodologies. Zero Hash may, at its own discretion, publish its Calculation Methodologies on the Zero Hash System. Zero Hash may update its Calculation Methodologies from time to time by publishing such updates on the Zero Hash System. The continued use of Zero Hash Services by Participant will be deemed Participant's approval of such changes.
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Calculation Methodologies. The methodologies to be used to calculate the components of the Heidenheim Net Working Capital as of the Heidenheim Production End Date will be the same as those used by Seller to prepare the calculation of Target Heidenheim Net Working Capital as of September 30, 2005, which were those methodologies used for the purpose of preparing Seller’s 2005 audited financial statements, notwithstanding that Seller may not otherwise generally apply those methodologies during interim financial periods.

Related to Calculation Methodologies

  • Methodology 1. The price at which the Assuming Institution sells or disposes of Qualified Financial Contracts will be deemed to be the fair market value of such contracts, if such sale or disposition occurs at prevailing market rates within a predefined timetable as agreed upon by the Assuming Institution and the Receiver.

  • METHODS OF CALCULATION 1. Bi-Weekly 158. An employee whose compensation is fixed on a bi-weekly basis shall be paid the bi-weekly salary for his/her position for work performed during the bi-weekly pay period. There shall be no compensation for time not worked unless such time off is authorized time off with pay.

  • Balance Computation Method For all dividend-bearing Accounts, dividends are calculated by the average daily balance method which applies a daily periodic rate to the average daily balance for the average daily balance calculation period. The average daily balance is determined by adding the full amount of the principal in Your Account for each day of the period and dividing that figure by the number of days in the period. Accrual on Noncash Deposits. For dividend-bearing Accounts, dividends will begin to accrue on the business day that You deposit noncash items (e.g. checks) into Your Account.

  • Payment Methodology The Contractor shall be compensated based on the Service Rates in Attachment for units of service authorized by the Institution in a total amount not to exceed the Contract Maximum Liability established in Section C.1. The Contractor’s compensation shall be contingent upon the satisfactory completion of units of service or project milestones identified in Attachment B. The Contractor shall submit invoices, in form and substance acceptable to the Institution with all of the necessary supporting documentation, prior to any payment. Such invoices shall be submitted for completed units of service or project milestones for the amount stipulated.

  • Allocation Method The Plan Administrator will allocate a Plan-Designated QNEC using the following method (Choose one of a., b., c., or d.):

  • Accounting Methods Implement or adopt any change in its accounting principles, practices or methods, other than as may be required by GAAP.

  • Accounting Terms; GAAP; Pro Forma Calculations (a) Except as otherwise expressly provided herein, all terms of an accounting or financial nature shall be construed in accordance with GAAP, as in effect from time to time; provided that, if the Borrower notifies the Administrative Agent that the Borrower requests an amendment to any provision hereof to eliminate the effect of any change occurring after the date hereof in GAAP or in the application thereof on the operation of such provision (or if the Administrative Agent notifies the Borrower that the Required Lenders request an amendment to any provision hereof for such purpose), regardless of whether any such notice is given before or after such change in GAAP or in the application thereof, then such provision shall be interpreted on the basis of GAAP as in effect and applied immediately before such change shall have become effective until such notice shall have been withdrawn or such provision amended in accordance herewith. Notwithstanding any other provision contained herein, all terms of an accounting or financial nature used herein shall be construed, and all computations of amounts and ratios referred to herein shall be made (i) without giving effect to any election under Accounting Standards Codification 000-00-00 (or any other Accounting Standards Codification or Financial Accounting Standard having a similar result or effect) to value any Indebtedness or other liabilities of the Borrower or any Subsidiary at “fair value”, as defined therein and (ii) without giving effect to any treatment of Indebtedness in respect of convertible debt instruments under Accounting Standards Codification 470-20 (or any other Accounting Standards Codification or Financial Accounting Standard having a similar result or effect) to value any such Indebtedness in a reduced or bifurcated manner as described therein, and such Indebtedness shall at all times be valued at the full stated principal amount thereof.

  • Pro Forma Calculations Notwithstanding anything to the contrary herein (subject to Section 1.02(j)), the First Lien Net Leverage Ratio, the Total Net Leverage Ratio and the Fixed Charge Coverage Ratio and Consolidated Net Tangible Assets shall be calculated (including for purposes of Sections 2.14 and 2.15) on a Pro Forma Basis with respect to each Specified Transaction occurring during the applicable four quarter period to which such calculation relates, and/or subsequent to the end of such four-quarter period but not later than the date of such calculation; provided that notwithstanding the foregoing, when calculating the First Lien Net Leverage Ratio for purposes of (i) determining the applicable percentage of Excess Cash Flow for purposes of Section 2.05(b), (ii) the Applicable Rate, (iii) the Applicable Commitment Fee and (iv) determining actual compliance (and not Pro Forma Compliance or compliance on a Pro Forma Basis) with the Financial Covenant, any Specified Transaction and any related adjustment contemplated in the definition of Pro Forma Basis (and corresponding provisions of the definition of Consolidated EBITDA) that occurred subsequent to the end of the applicable four quarter period shall not be given Pro Forma Effect. For purposes of determining compliance with any provision of this Agreement which requires Pro Forma Compliance with the Financial Covenant, (x) in the case of any such compliance required after delivery of financial statements for the fiscal quarter ending on or about June 30, 2014, such Pro Forma Compliance shall be determined by reference to the maximum First Lien Net Leverage Ratio permitted for the fiscal quarter most recently then ended for which financial statements have been delivered (or were required to have been delivered) in accordance with Section 6.01, or (y) in the case of any such compliance required prior to the delivery referred to in clause (x) above, such Pro Forma Compliance shall be determined by reference to the maximum First Lien Net Leverage Ratio permitted for the fiscal quarter ending June 30, 2014. With respect to any provision of this Agreement (other than the provisions of Section 6.02(a) or Section 7.08) that requires compliance or Pro Forma Compliance with the Financial Covenant, such compliance or Pro Forma Compliance shall be required regardless of whether the Lux Borrower is otherwise required to comply with such covenant under the terms of Section 7.08 at such time. For purposes of making any computation referred to above:

  • Service Providing Methodology 1.3.1 Party A and Party B agree that during the term of this Agreement, where necessary, Party B may enter into further service agreements with Party A or any other party designated by Party A, which shall provide the specific contents, manner, personnel, and fees for the specific services.

  • Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.

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