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.
Scaling “Scaling,” as used herein, involves:
ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.
ROAD TOLERANCES Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Tolerance Class A B C Road and Subgrade Width (feet) +1.5 +1.5 +2.0 Subgrade Elevation (feet +/-) 0.5 1.0 2.0 Centerline alignment (feet lt./rt.) 1.0 1.5 3.0 1-6 ORDER OF PRECEDENCE Any conflict or inconsistency in the road plan will be resolved by giving the documents precedence in the following order:
Functionality Customer is entitled to additional functionality previously purchased or bundled with the software if available in the version or update released on or after the start date of the Agreement. Customer acknowledges that certain functionality in current and previous software versions may not be available in future upgrades. Added functionality may require additional paid services (clinical and technical) to configure and support.
Service Specification The Parties have agreed upon the scope and specification of the Services provided under this Service Agreement in the Service Specification.
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.
Tolerance Average net mass of cement packed in bags in a sample shall be equal to or more than 50kg. If and as desired by the Engineer-in-Charge, the number of samples to be checked for net mass of cement per bag, in a given number of bags shall be as given below: 100 to 150 bags : 20 sample 150 to 280 bags : 32 sample 281 to 500 bags : 50 sample 501 to 1200 bags : 80 sample 1201 to 3200 bags : 125 sample 3201 and above : 200 sample The bags in a sample shall be selected at random. B- Sand (Fine Aggregate)
Outputs 11. The objectives and outcomes of this Agreement will be achieved by:
Technical Specification As enumerated in Special Conditions of Contract/Scope of Work/attached Drawing/ Details/Schedule of Rates.