Billing Method 1.5.1 To receive payment for services rendered under this contract, the Contractor shall submit a fully completed invoice for work previously performed to: Minneapolis Public Housing Authority Attention: Accounts Payable, Suite 307 0000 Xxxxxxxxxx Xxx X, Xxxxxxxxxxx, XX 00000 or: xxxxxxxx@xxxxxxx.xxx
Accounting Methods Implement or adopt any material change in its accounting principles, practices or methods, other than as may be required by GAAP or any Governmental Entity.
Voting Method Unless otherwise provided by law, when a vote is taken upon any measure before the Board, with a quorum being present, a majority of the votes cast shall determine its outcome. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, is counted for the purposes of determining whether a quorum is present. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, however, is not counted in determining whether a measure has been passed by the Board, unless otherwise stated in law. The sequence for casting votes is rotated. On all questions involving the expenditure of money and on all questions involving the closing of a meeting to the public, a roll call vote shall be taken and entered in the Board's minutes. An individual Board member may request that a roll call vote be taken on any other matter; the President or other presiding officer may approve or deny the request but a denial is subject to being overturned by a majority vote of the members present. Any Board member may request that his or her vote be changed before the President announces the result. Any Board member may include a written explanation of his or her vote in the District file containing individual Board member statements; the explanation will not be part of the minutes. Minutes The Board Secretary shall keep written minutes of all Board meetings (whether open or closed), which shall be signed by the President and the Secretary. The minutes include:
Materials and Methods 86 2.1 PARTICIPANTS 87 We used baseline measurements from a convenience sample of participants in previous (3) and 88 ongoing cohort studies investigating the effects of rehabilitation on balance responses (Table 1). PD 89 participants were mild-moderate with bilateral symptoms (Xxxxx and Xxxx stage 2-3 (13)). All 90 participants provided written informed consent and all study procedures were approved by Institutional 91 Review Boards at the Georgia Institute of Technology and Emory University.
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.
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.
Payment Methods A. Except as otherwise provided by this Contract, the payment method will be one or more of the following:
NETWORK INTERCONNECTION METHODS 64.1 This Section sets forth the terms and conditions for Network Interconnection Methods (NIMs) provided between CenturyLink and CLEC for the Interconnection Facilities established between the Parties’ networks. Additionally, this Section describes the physical architecture for the Interconnection of the Parties’ facilities and equipment required for the transmission and routing of Local Traffic, ISP-Bound Traffic, IntraLATA LEC Toll Traffic, VoIP-PSTN Traffic, Transit Traffic and Jointly Provided Switched Access Service Traffic.
ICE Method The method used to calculate One-Month LIBOR, as described in Section 3.05.
Inputs 921 The following resources constitute a suitable, but neither exhaustive nor normative suite of the process inputs:
