Measurements and Verification Methods Sample Clauses

Measurements and Verification Methods. The Contractor shall use the following methods to measure and verify utility savings throughout the Term of this Agreement. FEDERAL M&V OPTIONS: M&V Option Performance and Usage Factors Savings Calculation Option A – Estimated and Short-Term Measured Factors Based on a combination of measured and estimated factors. Measurements are spot or short-term taken at the component or system level. Estimated (non-measured) factors are supported by historical or manufacturer’s data. Engineering calculations, component or system models. Option B – Periodically or continuously Measured and Estimated Factors Based on periodic or continuous measurements taken at the component or system level when variations in factors are expected. Spot or short-term measurements may suffice when variations in factors are not expected Engineering calculations, component or system models. Option C – Utility Billing Data Analysis Based on long-term whole-building utility meter, facility level, or sub-meter data. Based on regression analysis of utility billing meter data to account for factors that drive energy use. Option D – Calibrated Computer Simulation Computer simulation inputs may be based on a combination of the following: reasonable assumptions based on historical data gathered at facilities, performance specifications of equipment of system being installed, engineering estimates, spot, short-term or long term measurements of systems components, and long-term whole- building utility meter data. Based on computer simulation model calibrated with whole-building or end- se metered data or both. Exhibit G: Schedule of Payments Besides the Initial Payment, monthly xxxxxxxx will be based upon actual work completed and/or materials & equipment for which orders are pending. All values are based upon the total Contract Amount. The following is the projected invoice amounts but will likely be adjusted once the project is engineered and bids are received back. Month Sep-16 Oct-16 Nov-16 Dec-16 Jan-17 Feb 17 Mar-17 Apr-17 May 17 June 17 Jul-17 Dec-17 Payment Amount $120,000 After initial payment, progress billing to $600,000 Progress billing to $600,000 Exhibit H: Project Schedule An updated project schedule will be developed, reviewed with the Client, and then finalized prior to commencement of the construction phase. . Exhibit I: Certificate of Substantial Completion for Warranty H&H Project No.: Date of Issuance: Date of Agreement: Pursuant to the Agreement, by and between the Contractor a...
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  • MEASUREMENT AND VERIFICATION The goal of this task is to report the benefits resulting from this project. Project team may use in- house expertise of the project demonstration site or use third party vendor for measurement and verification (M&V) of GHG and energy consumption reduction. The Recipient shall: • Enter into agreement with M&V subcontractor per Task 1.9 (if using outside vendor) • Coordinate site visits with the M&V subcontractor at the demonstration site(s) • Develop M&V protocol for pre-installation measurement (and calculations) following Section II.B.2 of the grant solicitation manual3: o Electric, natural gas and/or other fossil fuel consumption and greenhouse gas emissions (use appropriate emissions factor from Attachment 8 of the grant solicitation) of the equipment/process/system(s)/sub-system(s) that are be upgraded and/or replaced and/or modified; and o If necessary, ensure installation of sub-metering equipment and data loggers for pre/post data analysis. • Prepare and provide a detailed M&V Plan for each project demonstration site to include but not be limited to: o A description of the monitoring equipment and instrumentation which will be used; o A description of the key input parameters and output metrics which will be measured; o A description of the M&V protocol and analysis methods to be employed; and o A description of the independent, third-party measurement and verification services to be employed, if applicable. • Perform three months (or shorter period as approved in writing by the CAM) of pre- installation measurements (and calculations) based on the M&V protocol for pre- installation. • Prepare and provide a Pre-Installation M&V Findings Report that includes M&V protocol, pre-install measurements (and calculations), analysis, and results performed in this task. • Develop M&V protocol for post-installation measurements (and calculations) of: o Electric, natural gas and/or other fossil fuel consumption and greenhouse gas emissions (use appropriate emissions factor from Attachment 8 of the grant solicitation) of the equipment/process/system(s)/sub-system(s) that will be upgraded and/or replaced and/or modified.  Perform 12 months (or shorter period as approved in writing by the CAM) of post- installation measurements based on M&V protocol for post-installation. • Provide a summary of post-installation M&V progress in Progress Report(s) (see subtask 1.5) which shall include but not be limited to: o A narrative on operational highlights from the reporting period, including any stoppages in operation and why; and o A summary of M&V findings from the reporting period. • Analyze post-installation electrical, natural gas and/or other fossil fuel consumption and GHG emissions. 3 GFO-18-903, Food Production Investment Program, California Energy Commission, November 2018. xxxxx://xxx.xxxxxx.xx.xxx/contracts/GFO-18-903/000_FPIP_Solicitation_Manual.docx • Prepare and provide a Post-installation M&V Findings Report that includes M&V protocol, pre and post install measurements (and calculations), analysis, and results performed in this task. Results should at a minimum report on the reduction of electricity, natural gas and/or other fossil fuel usage and reductions of GHG emissions that directly result from this project.

  • 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.

  • Technical Standards Applicable to a Wind Generating Plant i. Low Voltage Ride-Through (LVRT) Capability A wind generating plant shall be able to remain online during voltage disturbances up to the time periods and associated voltage levels set forth in the standard below. The LVRT standard provides for a transition period standard and a post-transition period standard.

  • Forecasting Requirements 19.5.1 The Parties shall exchange technical descriptions and forecasts of their Interconnection and traffic requirements in sufficient detail necessary to establish the Interconnections necessary for traffic completion to and from all Customers in their respective designated service areas.

  • ACCURACY OF CUSTOMER’S PLANS AND MEASUREMENTS a) The Company is entitled to rely on the accuracy of any plans, specifications and other information provided by the Customer. The Customer acknowledges and agrees that in the event that any of this information provided by the Customer is inaccurate the Company accepts no responsibility for any loss, damages or costs howsoever resulting from these inaccurate plans, specifications or other information.

  • Loop Testing/Trouble Reporting 2.1.6.1 Think 12 will be responsible for testing and isolating troubles on the Loops. Think 12 must test and isolate trouble to the BellSouth portion of a designed/non- designed unbundled Loop (e.g., UVL-SL2, UCL-D, UVL-SL1, UCL-ND, etc.) before reporting repair to the UNE Customer Wholesale Interconnection Network Services (CWINS) Center. Upon request from BellSouth at the time of the trouble report, Think 12 will be required to provide the results of the Think 12 test which indicate a problem on the BellSouth provided Loop.

  • Testing Requirements 12.1. Workplaces -

  • Calculation methodology No adjustment in the Conversion Price need be made unless the adjustment would require an increase or decrease of at least 1% in the Conversion Price then in effect, provided that any adjustment that would otherwise be required to be made shall be carried forward and taken into account in any subsequent adjustment. Except as stated in this Article VI, the Conversion Rate will not be adjusted for the issuance of Common Stock or any securities convertible into or exchangeable for Common Stock or carrying the right to purchase any of the foregoing. Any adjustments that are made shall be carried forward and taken into account in any subsequent adjustment. All calculations under Article V and Section 6.06 hereof and this Section 6.07 shall be made to the nearest cent or to the nearest 1/10,000th of a share, as the case may be.

  • Other Methods of Procurement of Goods and Works The following table specifies the methods of procurement, other than International Competitive Bidding, which may be used for goods and works. The Procurement Plan shall specify the circumstances under which such methods may be used: Procurement Method

  • Contractor Performance Evaluations The Contract Administrator will evaluate Contractor’s performance as often as the Contract Administrator deems necessary throughout the term of the contract. This evaluation will be based on criteria including the quality of goods or services, the timeliness of performance, and adherence to applicable laws, including prevailing wage and living wage. City will provide Contractors who receive an unsatisfactory rating with a copy of the evaluation and an opportunity to respond. City may consider final evaluations, including Contractor’s response, in evaluating future proposals and bids for contract award.

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