Verify alignment Sample Clauses

Verify alignment. 3. Replace defective bearings, and those which run rough or noisy.
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Verify alignment. The PM shall verify current and planned border alignment to include its enforcement zone limits, its pertinent access roads and all drainage crossings. • Photo Documentation - The PM shall perform photo documentation activities and add applicable information to each photo that will be included in the DB RFP. TFC Contract No. 00-000-000 – Exhibit G Texas Border Program – Program Management Services Task Order XXXX: Core Team, Project Controls, Comprehensive Planning, and Early Activities Date: 7 September 2021 • Verify Existing Data, Utility Information, Drainage Crossings - The PM shall verify existing data of above and below ground utilities and existing structures within the project area. In addition, the PM shall verify existing data on all drainage crossings.

Related to Verify alignment

  • Alignment with Modernization Foundational Programs and Foundational Capabilities The activities and services that the LPHA has agreed to deliver under this Program Element align with Foundational Programs and Foundational Capabilities and the public health accountability metrics (if applicable), as follows (see Oregon’s Public Health Modernization Manual, (xxxx://xxx.xxxxxx.xxx/oha/PH/ABOUT/TASKFORCE/Documents/public_health_modernization_man ual.pdf):

  • Geometric visibility The visibility of the illuminating surface, including its visibility in areas which do not appear to be illuminated in the direction of observation considered, shall be ensured within a divergent space defined by generating lines based on the perimeter of the illuminating surface and forming an angle of not less than 5° with the axis of reference of the headlamp. The origin of the angles of geometric visibility is the perimeter of the projection of the illuminating surface on a transverse plane tangent to the foremost part of the lens of the headlamp.

  • Personnel Capabilities The Applicant should list down personnel of minimum qualification as specified in the Qualification Criteria

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. Experience: A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

  • Profitability The Board reviewed detailed information regarding revenues received by XXXX under the Agreement. The Board considered the estimated costs to XXXX, and pre-tax profits realized by XXXX, from advising the DWS Funds, as well as estimates of the pre-tax profits attributable to managing the Fund in particular. The Board also received information regarding the estimated enterprise-wide profitability of DIMA and its affiliates with respect to all fund services in totality and by fund. The Board and the Fee Consultant reviewed XXXX’s methodology in allocating its costs to the management of the Fund. Based on the information provided, the Board concluded that the pre-tax profits realized by XXXX in connection with the management of the Fund were not unreasonable. The Board also reviewed certain publicly available information regarding the profitability of certain similar investment management firms. The Board noted that, while information regarding the profitability of such firms is limited (and in some cases is not necessarily prepared on a comparable basis), DIMA and its affiliates’ overall profitability with respect to the DWS Funds (after taking into account distribution and other services provided to the funds by XXXX and its affiliates) was lower than the overall profitability levels of most comparable firms for which such data was available. Economies of Scale. The Board considered whether there are economies of scale with respect to the management of the Fund and whether the Fund benefits from any economies of scale. The Board noted that the Fund’s investment management fee schedule includes fee breakpoints. The Board concluded that the Fund’s fee schedule represents an appropriate sharing between the Fund and DIMA of such economies of scale as may exist in the management of the Fund at current asset levels.

  • Workplace Flexibility Where, for bona fide operational reasons the Employer schedules employees to work Saturday or Sunday, the following criteria shall apply:

  • Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:

  • Trunk Group Architecture and Traffic Routing The Parties shall jointly engineer and configure Local/IntraLATA Trunks over the physical Interconnection arrangements as follows:

  • Teamwork At Citizens’ discretion, Vendor Staff may be required to work in cooperation with another vendor’s staff or report to a supervisor from another vendor. Vendor shall cooperate and cause its staff to cooperate with any other Citizens’ vendor or any other party identified by Citizens.

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