Layout a. Estimate and quantity sheet
Configuration The configuration for the Purchase Right Aircraft will be the Detail Specification for Model 767-3S2F aircraft at the revision level in effect at the time of the Supplemental Agreement. Such Detail Specification will be revised to include (i) changes required to obtain required regulatory certificates and (ii) other changes as mutually agreed upon by Boeing and Customer.
Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.
Site Description 2.5.1 If reasonably requested by the A/E as necessary for the Project, the Owner shall furnish a legal description and a certified land survey of the Site, giving, as applicable, grades and lines of streets, alleys, pavements and adjoining property; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the Site; locations, dimensions, and complete data pertaining to existing buildings, other improvements, and trees; and full information concerning available service and utility lines, both public and private, above and below grade, including inverts and depths.
Site Plan It is Licensee’s responsibility before signing this Agreement to ensure that the Site Plan correctly shows the work that Licensee intends to perform, that the Site Plan correctly shows all improvements and equipment that Licensee intends be located on the Use Areas, that the Site Plan shows no work, improvements or equipment outside the Exclusive Areas and Shared Areas properly depicted and labeled on the Boundary Plan, and that all work, improvements and equipment is encompassed within the purposes enumerated in the Standard Terms for that particular Exclusive Area or Shared Area. Any work, improvements or equipment not conforming to all the foregoing is prohibited, even if it is clearly shown on the Site Plan or discussed in the Standard Terms. Any refinement or other change to the Site Plan after Licensor executes this Agreement is void unless Licensee obtains Licensee’s approval of the change pursuant to the plans approval processes set out in the Standard Terms and pursuant to all applicable regulatory requirements.
LOT OVERVIEW This Contract encompasses the Lots listed in Appendix D – Contractor and Reseller Information. The following descriptions, as applicable, delineate the scope of the awarded Lots.
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.
Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:
Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.
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:
