Alternate Structure Design Costs Clause Samples

Alternate Structure Design Costs. The apparent low bidder is to include a component item for Alternate Design Costs in the Component Item Schedule when an alternate design is bid. Include the cost of this item in the total of the lump sum bid price. Payment of 25% of the total design costs will be made upon approval of the preliminary conceptual design. The remaining amount will be paid for in a proportionate manner, designated by the Department, on the basis of approval of the final design. Addendum: Associated Item(s): Header: Provision Body: HIGH PERFORMANCE CONCRETE
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Alternate Structure Design Costs. The apparent low bidder is to include a component item for Alternate Design Costs in the Component Item Schedule when an alternate design is bid. Include the cost of this item in the total of the lump sum bid price. Payment of 25% of the total design costs will be made upon approval of the preliminary conceptual design. The remaining amount will be paid for in a proportionate manner, designated by the Department, on the basis of approval of the final design. Addendum: Associated Item(s): Header: Provision Body: A. General 1. Use LRFD, Load and Resistance Factor Design Method, PennDOT Design Manual 4, September 2007, and AASHTO LRFD Bridge Design Specifications, 3rd Edition, 2004, for design. 2. Maintain the as-designed roadway width and geometry. 3. Maintain all required horizontal and vertical clearances shown on the plans. 4. Maintain alignment of the substructure units. 5. Provide a minimum waterway area of the bridge opening equal to or greater than the as-designed structure. 6. Do not use a structure which has a low chord elevation less than the “As-Designed”. 7. Lightweight concrete is not permitted. 8. Provide epoxy coating on all reinforcement bars. 9. The new structure and all construction activity must remain within the existing right-of-way. 10. Provide Class AAA-P cement concrete for the bridge deck slab, end diaphragms, wingwalls above the abutment construction joint and approach slabs. 11. Provide polypropylene fibers in Class AA cement concrete for barriers and curbs. 12. Use Coarse Aggregate, Type A, No. 8 for barriers and curbs. 13. Use Type II Portland Cement for Class A and Class AA cement concrete in all piers, abutments and wingwalls below the beam seat, and sleeper slabs. 14. Use a maximum water cement ratio of 0.45 for Class A and Class AA cement concrete in all piers, abutments and wingwalls below the beam seat and sleeper slabs. 15. Use air entrained concrete for Class A, Class AA, and Class AAA-P concrete. 16. Maintenance of pedestrian traffic is not required during construction. B. Geometry Design the structure according to the geometrics shown on the "as- designed" bridge structure. No geometry changes will be allowed.
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Related to Alternate Structure Design Costs

  • Start-Up Costs The Government of Ontario will provide:

  • Direct Costs The Contractor shall separately identify each item of deleted and added work associated with the change or other condition giving rise to entitlement to an equitable adjustment, including increases or decreases to unchanged work impacted by the change. For each item of work so identified, the Contractor shall propose for itself and, if applicable, its first two tiers of subcontractors, the following direct costs: (1) Material cost broken down by trade, supplier, material description, quantity of material units, and unit cost (including all manufacturing burden associated with material fabrication and cost of delivery to site, unless separately itemized); (2) Labor cost broken down by trade, employer, occupation, quantity of labor hours, and burdened hourly labor rate, together with itemization of applied labor burdens (exclusive of employer’s overhead, profit, and any labor cost burdens carried in employer’s overhead rate); (3) Cost of equipment required to perform the work, identified with material to be placed or operation to be performed; (4) Cost of preparation and/or revision to shop drawings and other submittals with detail set forth in paragraphs (e)(1) and (e)(2) of this clause; (5) Delivery costs, if not included in material unit costs; (6) Time-related costs not separately identified as direct costs, and not included in the Contractor’s or subcontractors’ overhead rates, as specified in paragraph

  • Alternate Work Schedule An alternate work schedule is any work schedule where an employee is regularly scheduled to work five (5) days per week, but the employee’s regularly scheduled two (2) days off are NOT Saturday and Sunday.

  • Project Costs Simultaneously with the execution of this Agreement, the Company shall disclose to the Department all of the Project Costs which the Company seeks to include for purposes of determining the limitation of the amount of the Credit pursuant to Section 5-30 of the Act and provide to the Department a Schedule of Project Costs in the form as attached hereto as Exhibit C.

  • Construction Cost Budget The total cost to District of all elements of the Project designed or specified by the Architect, as adjusted at the end of each design phase in accordance with this Agreement. The Construction Cost Budget does not include the compensation of the Architect and the Architect’s Consultants, the cost of land, rights-of-way, financing or other costs which are the responsibility of the District, including construction management.