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HomeMy WebLinkAboutECAT17-013 Hensel PhelpsDBIA STANDARD FORM OF AGREEMENT BETWEEN OWNER AND DESIGN - BUILDER - COST PLUS FEE WITH AN OPTION FOR A GUARANTEED MAXIMUM PRICE Document No. 530 Second Edition 2010 CO design -Build Institute of America Washington, DC ECAT17-013 Design -Build Institute of America - Contract Documents LICENSE AGREEMENT By using the DBIA Contract Documents, you agree to and are bound by the terms of this License Agreement. 1. License. The Design -Build Institute of America ("DBIA") provides DBIA Contract Documents and licenses their use worldwide. You acknowledge that DBIA Contract Documents are protected by the copyright laws of the United States. You have a limited nonexclusive license to: (a) Use DBIA Contract Documents on any number of machines owned, leased or rented by your company or organization; (b) Use DBIA Contract Documents in printed form for bona fide contract purposes; and (c) Copy DBIA Contract Documents into any machine-readable or printed form for backup or modification purposes in support of your permitted use. 2. User Responsibility. You assume sole responsibility for the selection of specific documents or portions thereof to achieve your intended results, and for the installation, use, and results obtained from the DBIA Contract Documents. You acknowledge that you understand that the text of the DBIA Contract Documents has important legal consequences and that consultation with an attorney is recommended with respect to use or modification of the text. You will not represent that any of the contract documents you generate from DBIA Contract Documents are DBIA documents unless (a) the document text is used without alteration or (b) all additions and changes to, and deletions from, the text are clearly shown. 3. Copies. You may not use, copy, modify, or transfer DBIA Contract Documents, or any copy, modification or merged portion, in whole or in part, except as expressly provided for in this license. Reproduction of DBIA Contract Documents in printed or machine-readable format for resale or educational purposes is expressly prohibited. You will reproduce and include DBIA's copyright notice on any printed or machine-readable copy, modification, or portion merged into another document or program. 4. Transfers. You may not transfer possession of any copy, modification or merged portion of DBIA Contract Documents to another party, except that a party with whom you are contracting may receive and use such transferred material solely for purposes of its contract with you. You may not sublicense, assign, or transfer this license except as expressly provided in this Agreement, and any attempt to do so is void. 5. Term. The license is effective for one year from the date of purchase. DBIA may elect to terminate it earlier, by written notice to you, if you fail to comply with any term or condition of this Agreement. 6. Limited Warranty. DBIA warrants the electronic files or other media by which DBIA Contract Documents are furnished to be free from defects in materials and workmanship under normal use during the Term. There is no other warranty of any kind, expressed or implied, including, but not limited to the implied warranties of merchantability and fitness for a particular purpose. Some states do not allow the exclusion of implied warranties, so the above exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights which vary from state to state. DBIA does not warrant that the DBIA Contract Documents will meet your requirements or that the operation of DBIA Contract Documents will be uninterrupted or error free. 7. Limitations of Remedies. DBIA's entire liability and your exclusive remedy shall be: the replacement of any document not meeting DBIA's "Limited Warranty" which is returned to DBIA with a copy of your receipt, or at DBIA's election, your money will be refunded. In no event will DBIA be liable to you for any damages, including any lost profits, lost savings or other incidental or consequential damages arising out of the use or inability to use DBIA Contract Documents even if DBIA has been advised of the possibility of such damages, or for any claim by any other party. Some states do not allow the limitation or exclusion of liability for incidental or consequential damages, so the above limitation or exclusion may not apply to you. 8. Acknowledgement. You acknowledge that you have read this agreement, understand it and agree to be bound by its terms and conditions and that it will be governed by the laws of the District of Columbia. You further agree that it is the complete and exclusive statement of your agreement with DBIA which supersedes any proposal or prior agreement, oral or written, and any other communications between the parties relating to the subject matter of this agreement. INSTRUCTIONS For DBIA Document No. 530 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a Guaranteed Maximum Price (2010 Edition) Checklist Use this Checklist to ensure that the Agreement is fully completed and all exhibits are attached. Page 1 Owner's name, address and form of business Page 1 Design -Builder's name, address and form of business Page 1 Project name and address Section 2.1.3 Identify other exhibits to the Agreement Section 4.2 Note the optional provisions that are provided Section 4.3.2 Complete blanks for additional sum for use of Work Product Section 5.2.1 Complete blanks for calendar days and note the optional language that is provided Section 5.2.2 Insert any interim milestones (optional) Section 5.4 Complete blanks for liquidated damages and note the optional provisions that are provided Section 5.5 If the parties select the option provided they have to insert an amount Section 5.6 Complete blanks for early completion bonus and note the optional provision that is provided Section 5.7 Note the optional provisions that are provided Section 6.1.2 Insert basis for pricing preliminary services (optional) Section 6.2.1 Choose basis for Fee and complete blanks Section 6.2.2 Insert financial arrangements for adjustments and note optional provisions Section 6.3.3 Complete blanks for markup; insert or attach personnel names, etc. Section 6.3.4 Note the optional provision that is provided Section 6.4.4 Note the optional provision that is provided Section 6.6.1.1 Complete blanks for GMP, and note the optional provision that is provided Section 6.6.1.2 Complete blanks for Design -Builder's Contingency Section 6.6.3.1 Choose method for sharing savings; complete blanks Section 6.7.1 Note optional provision Section 7.1.1 Complete blanks for day of month Section 7.2.1 Complete blanks for retention percentage and note optional provision Section 7.2.2 Note the optional provision that is provided Section 7.4 Complete blanks for interest rate Section 8.1.3 Choose overhead/profit method for termination for convenience Section 8.2.1 Complete blanks for percentages Section 8.2.2 Complete blanks for percentages Section 9.1.1 Insert Owner's Senior Representative's name, etc. (optional) Section 9.1.2 Insert Owner's Representative's name, etc. (optional) Section 9.2.1 Insert Design -Builder's Senior Representative's name, etc. (optional) Section 9.2.2 Insert Design -Builder's Representative's name, etc. (optional) Section 10.1 Attach Insurance Exhibit Section 10.2 Insert amount and conditions of bonds or other security and note the options that are provided Section 11.1 Insert any other provisions (optional) Last Page Owner's and Design -Builder's execution of the Agreement Instruction Sheet for DBIA Document No. 530 Page 1 (02010 Design -Build Institute of America General Instructions No. Subject Instruction Standard form contracts have long served an important function in the United States and international construction markets. The common purpose of these forms is to provide an 1. Standard Forms economical and convenient way for parties to contract for design and construction services. As standard forms gain acceptance and are used with increased frequency, parties are able to enter into contracts with greater certainty as to their rights and responsibilities. Since its formation in 1993, the Design -Build Institute of America ("DBIA") has regularly evaluated the needs of owners, design -builders, and other parties to the design -build DBIA Standard process in preparation for developing its own contract forms. Consistent with DBIA's 2. Form Contract mission of promulgating best design -build practices, DBIA believes that the design -build Documents contract should reflect a balanced approach to risk that considers the legitimate interests of all parties to the design -build process. DBIA's Standard Form Contract Documents reflect a modern risk allocation approach, allocating each risk to the party best equipped to manage and minimize that risk, with the goal of promoting best design -build practices. To avoid inconsistencies among documents used for the same project, DBIA's Standard Use of Nan-DBIA Form Contract Documents should not be used in conjunction with non-DBIA documents 3. Documents unless the non-DBIA documents are appropriately modified on the advice of legal counsel. Moreover, care should also be taken when using different editions of the DBIA Standard Form Documents on the same project to ensure consistency. Legal DBIA Standard Form Contract Documents are legally binding contracts with important 4. Consequences legal consequences. Contracting parties are advised and encouraged to seek legal counsel in completing or modifying these Documents. DBIA hereby grants to purchasers a limited license to reproduce its Documents 5. Reproduction consistent with the License Agreement accompanying these Documents. At least two original versions of the Agreement should be signed by the parties. Any other reproduction of DBIA Documents is strictly prohibited. Effective contracting is accomplished when the parties give specific thought to their contracting goals and then tailor the contract to meet the unique needs of the project and the design -build team. For that reason, these Documents may require modification for various purposes including, for example, to comply with local codes and laws, or to add special terms. DBIA's latest revisions to its Documents provide the parties an opportunity 6. Modifications to customize their contractual relationship by selecting various optional contract clauses that may better reflect the unique needs and risks associated with the project. Any modifications to these Documents should be initialed by the parties. At no time should a document be re -typed in its entirety. Re-creating the document violates copyright laws and destroys one of the advantages of standard forms -familiarity with the term s. 7. Execution It is good practice to execute two original copies of the Agreement. Only persons authorized to sign for the contracting parties may execute the Agreement. Instruction Sheet for DBIA Document No. 530 Page 2 (02010 Design -Build Institute of America Specific Instructions Section Title Instruction DBIA Document No. 530 ("Agreement") should be used when the parties intend that Owner pay Design -Builder the Cast of the Work plus a Fee, with or without a Guaranteed Maximum Price ("GMP"). If there is uncertainty about Owner's Project Criteria, or the Project Criteria remain to be developed by Owner and Design -Builder General Purpose of This together, a cast-plus/GMP contracting approach is desirable. Agreement If there is certainty as to Owner's Project Criteria, a lump sum fixed price for the completion of all design and construction services may be suitable, especially when the Owner procures Design -Builder's services by competitive means. In such case, DBIA Document No. 525 should be used. General Purpose of These These Instructions are not part of this Agreement, but are provided to aid the parties Instructions in their understanding of the Agreement and in completing the Agreement. General Related Documents This Agreement shall be used in conjunction with the General Conditions of Contract. Other related Contract Documents are listed in Article 2 of this Agreement. On Page 1, enter the date when both parties reach a final understanding. It is possible, due to logistical reasons, that the dates when the parties execute the General Date Agreement may be different. Once both parties execute the Agreement, the effective date of the Agreement will be the date recorded on Page 1. This date does not, however, determine Contract Time, which is measured according to the terms of Article 5. Parties: Owner and On Page 1, enter the legal name and full address of Owner and Design -Builder, as General Design -Builder well as the legal form of each entity, e.g., corporation, partnership, limited partnership, limited liability company, or other. If a GMP is established upon execution of this Agreement, the GMP Exhibit must be GMP Exhibit, GMP attached pursuant to Section 6.6.1.1. If a GMP is established after execution of this 2.1.2 Proposal Agreement, the GMP Proposal must be attached pursuant to Section 6.6.2. Bath the GMP Exhibit and GMP Proposal will include those Basis of Design Documents Design -Builder uses as the basis for its GMP. Construction After execution of the Agreement, and consistent with the requirements of Section 2.4 2.1.5 Documents of the General Conditions of Contract, Design -Builder will prepare Construction Documents, subject to Owner's review and approval. The Contract Documents are listed in Section 2.1 in the order of their precedence. The GMP Exhibit and GMP Proposal are based on the Basis of Design Documents, which are comprised of various documents. The parties should strongly consider establishing the priority of the various documents comprising the GMP Exhibit or GMP 3.2 Order of Proposal to avoid disputes should discrepancies arise among the documents. Precedence Moreover, Section 2.1.3 recognizes that there may be other exhibits attached to this Agreement. If this is the case, the parties should discuss whether these exhibits should be part of the Basis of Design Documents. If these exhibits are not made part of the Basis of Design Documents, these exhibits will not take priority over the Basis of Design Documents in the event of a conflict. 3.3 Definitions Terms, words and phrases used in the Agreement shall have the same meanings used in the General Conditions of Contract. The Owner is cautioned that if it includes design specifications in its Project Criteria there is case law holding that the Design -Builder is entitled to rely on such Design information, and to the extent such information is not accurate, the Design -Builder will 3.4 Specifications be entitled to an adjustment in the Contract Price and/or Contract Time. Accordingly, the Owner to avoid such potential liability should consider using performance specifications. Section Title Instruction This Agreement provides that the Design -Builder shall retain ownership of the Work 4.1 Work Product Product it produces, but obligates Design -Builder to grant a limited license to Owner to use the Work Product according to the terms and circumstances described in Sections 4.2, 4.3, 4.4 and 4.5. Design -Builder shall grant Owner, at Owner's sole risk, a limited license to use the Owner's Limited Work Product at the completion of the Work in connection with Owner's occupation of 4.2 License Upon the Project. This Section also provides the parties with the option of transferring Payment in Full ownership of some or all of the Work Product to the Owner upon payment in full for all Work performed. Generally, where the Owner desires ownership of Work Product, it is sufficient to transfer ownership of unique architectural and design elements. Owner should not use the Termination for Convenience Clause to obtain Design - Owner's Limited Builder's valuable design concepts, and then seek lower bids from other design - License Upon builders. Therefore, where Owner terminates this Agreement for its convenience, and Owner's then decides to complete the Project with its own or third party forces, Design -Builder 4.3 Termination for shall grant Owner the rights set forth in Section 4.2, provided Owner pays Design - Convenience or Builder all amounts due Design -Builder as required by the Contract Documents, Design -Builder's including paying Design -Builder an additional sum per Section 4.3.2 for the use of the Election to Work Product. In the event Design -Builder elects to terminate this Agreement for Terminate cause, for reasons set forth in Section 11.4 of the General Conditions of Contract, these same conditions apply to Owner's use of the Work Product. To minimize disputes, the parties should negotiate prior to the execution of the 4.3.2 Additional Agreement the amount Owner shall pay Design -Builder for the use of Design -Builder's Compensation Work Product in the event Owner terminates this Agreement for its convenience or Design -Builder elects to terminate this Agreement for cause. Enter this amount. Owner's Limited License Upon If Design -Builder is properly terminated for default, Owner is granted a limited license 4.4 Design -Builder's to use the Work Product, to complete the Project, and Owner shall thereafter have the Default same rights and obligations as set forth in Section 4.2. Owner's Indemnification for Owner's use or alteration of the Work Product shall be at its sole risk, and Owner must 4.5 Use of Work agree to defend, indemnify and hold harmless Design -Builder and anyone working by Product or through Design -Builder, including Design Consultants of any tier. 5.1 Date of Design -Builder's obligation to commence work is triggered by its receipt of a Notice to Commencement Proceed unless the parties mutually agree otherwise. Enter the calendar days duration by which Substantial Completion has to be achieved. Substantial The parties in this Section have the option of modifying the definition of Substantial 5.2.1 Completion of the Completion set forth in the General Conditions of Contract if they want to use a Entire Work Temporary Certificate of Occupancy as the benchmark. If this option is selected, Substantial Completion will be deemed to be achieved no later than the date a Temporary Certificate of Occupancy is issued if applicable to the Project. Instruction Sheet for DBIA Document No. 530 Page 4 02010 Design -Build Institute of America Section Title Instruction It may be that some portions of the Work must be completed in phases or within a prescribed period of time to accommodate Owner's needs. The parties may, at their option, identify these portions of the Work to be completed prior to Substantial Completion of the entire Work. Enter the calendar days, starting from the Date of Commencement, for achieving Substantial Completion of these identified portions of 5.2.2 Interim Milestones the Work. If these portions of the Work are required to be substantially completed by certain milestone dates, enter those dates. As presently drafted, no remedy is provided to the Owner if an interim milestone is not met. If the Owner has special requirements as it relates to interim milestones, the Owner may want to consider a remedy for the Design -Builder's failure to meet an interim milestone, as well as providing a bonus to the Design -Builder for satisfying such interim milestone. Owner should make a good faith evaluation of the amount that is reasonably necessary to compensate it for delay. Owner should not establish liquidated damages to penalize Design -Builder. Moreover, in the event a GMP is not established upon execution of the Agreement, it appears prudent for the parties to refrain from establishing liquidated damages until such time as the GMP is established. Section 5.4 establishes a grace period between the Scheduled Substantial Completion Date and the assessment of liquidated damages in order to prevent disputes as to which party bears responsibility for only a few days of delay. The parties should enter the calendar days that may pass following the Scheduled Substantial Completion Date before liquidated damages will be assessed. The parties are also provided the option of establishing liquidated damages if the Liquidated Design -Builder fails to achieve Final Completion within a specified number of days 5.4 Damages after Substantial Completion. If this option is selected, the parties have to negotiate the number of days, as well as the liquidated damages amount. The parties in negotiating liquidated damages should keep in mind that the amount of liquidated damages for failing to achieve Final Completion should be a considerably scaled down amount and should reflect the financial harm to the Owner. In no case should the total amount of liquidated damages for the Project exceed an amount that is reasonably necessary to compensate Owner for Project delay. The parties also have the option here of eliminating liquidated damages altogether, in which case the Owner can recover actual damages for Project delay at an amount that is capped by the parties. The Owner is cautioned that it still cannot recover consequential damages, as they are waived under Section 10.5.1 of the General Conditions of Contract. 5.5 Liquidated Damages Cap The parties can agree to cap liquidated damages for delay at a negotiated amount. Instruction Sheet for DBIA Document No. 530 Page 5 02010 Design -Build Institute of America Section Title Instruction If the Project economics justify liquidated damages, then it is appropriate to couple these liquidated damages with an early completion bonus. The parties should enter the number of calendar days prior to the Scheduled Substantial Completion Date that will set the Bonus Date. Also, enter the amount of the bonus to be paid per day that 5.6 Early Completion will allow Owner to share with Design -Builder the economic benefits of early Bonus completion. Moreover, in the event a GMP is not established upon execution of the Agreement, it appears prudent for the parties to refrain from establishing an early completion bonus until such time as the GMP is established. The parties also have the option in Section 5.6 of capping the early completion bonus at a negotiated amount. The parties are provided the opportunity of providing the Design -Builder the right to Compensation for receive compensation for Force Majeure Events. By selecting this option, the parties 5.7 Force Majeure agree to modify Section 8.2.2 of the General Conditions of Contract, in which case the parties have to negotiate how many cumulative days of Force Majeure delays must Events occur before the Design -Builder is entitled to either a negotiated amount per day for delay or the direct costs it has incurred as a result of such delay. This Agreement allows the parties the flexibility to establish within the Contract Price a different payment basis for certain preliminary portions of the Work which may be 6.1.2 Optional Pricing necessary to permit Design -Builder to furnish Owner with a GMP. Alternatively, the parties may use DBIA Document No. 520 to perform certain preliminary design services prior to setting the GMP. Enter a description of any such services, the basis for determining the price, and the price to be paid. Design -Builder's Enter the amount of Design -Builder's Fee as a sum certain or as a percentage of the 6.2.1 Fee Cost of the Work. Design -Builder's Fee shall be commensurate with the services it provides and the risk it assumes in providing single point responsibility to Owner. Adjustments to For additive Change Orders, the parties have to negotiate the Fee the Design -Builder 6.2.2 Design -Builder's will receive. For deductive Change Orders, the parties have the option by checking Fee the appropriate box to signify whether there will be no additional reduction or whether there will be an additional reduction based on a negotiated percentage. Wages for Design- DBIA endorses reimbursing salaries and associated benefits of Design -Builder's Builder's Project personnel, such as accountants, stationed at offices other than the field office, 6.3.3 Employees at when to do so is more efficient and cost effective. Enter the percentage markup to be Principal or Branch applied for Project -related overhead associated with such personnel. Insert, or attach Offices as an exhibit, a list of such personnel and their job functions. It may be simpler for the parties to agree on a multiplier (rather than actual costs) to compensate the Design -Builder for employee benefits. Accordingly, the parties may 6.3.4 Employee Benefits want to insert the multiplier to be applied to the wages and salaries of such reimbursable employees. Instruction Sheet for DBIA Document No. 530 Page 6 02010 Design -Build Institute of America Section Title Instruction The Cost of the Work shall include the costs to repair or correct defective or non- conforming Work (including warranty or corrective work performed after Substantial Costs for Completion) unless caused by Design -Builder's negligence. DBIA believes that 6.3.7 Defective/Non- Design -Builder should not be penalized for inadvertent mistakes which are inevitable Conforming Work when designing and constructing a Project. To do so would encourage ultra - conservatism in every task, the ultimate cost of which would be greater than a proactive approach to performing the Work. At this section, the parties are provided the opportunity to establish prior to Final Completion an escrow account in a negotiated amount to be used to reimburse the Design -Builder for its costs incurred in performing warranty Work. If funds remain in 6.3.23 Warranty Escrow the escrow account after the expiration of the warranty period, the funds are returned to the Owner subject to Design -Builder's share of any savings. Note that even if the escrow account is exhausted, if funds remain under the GMP, the Owner is still obligated to reimburse the Design -Builder for its warranty Work. This section recognizes that the parties may agree that certain items of Work should be treated as an Allowance Item and priced based on Allowance Values. The Allowance Value for which the Design -Builder will be entitled to receive compensation includes direct cost of labor, materials, equipment, transportation, taxes and insurance 6.4.4 Allowance Value associated with the Allowance Item. All other costs associated with the Allowance Item, such as design fees, general conditions costs and fee, are deemed to be included in the Contract Price. However, by checking the box, the parties agree that in the event the actual cost of the Allowance Item is greater than or less than the Allowance Value by a negotiated percentage, then Design -Builder's right to Fee and markup shall be determined pursuant to Section 6.2.2. This Agreement provides the parties flexibility in establishing the Contract Price. Parties can establish a GMP before or after entering into this Agreement, or elect to proceed on the basis of costs plus a fee, without a GMP. 6.6 The Guaranteed If a GMP method is elected, the GMP should not be established until the Basis of Maximum Price Design Documents are sufficiently defined to make the GMP realistic and meaningful. Setting it too early does not permit reasonable opportunity for scope definition and evaluation of Project risk. On the other hand, setting it too late may not achieve Owner's objective of having an early price guarantee to enable it to make decisions relative to the Project. Instruction Sheet for DBIA Document No. 530 Page 7 02010 Design -Build Institute of America Section Title Instruction Enter the GMP, if appropriate. Attach as an exhibit to this Agreement the Basis of Design Documents used to establish the GMP. These documents comprise the GMP Exhibit which shall become a Contract Document pursuant to Section 2.1.1 of the Agreement. The Design -Builder does not guarantee any specific line item provided as 6.6.1.1 GMP at Agreement part of the GMP. Execution By selecting the alternate option, the Design -Builder agrees to guarantee the line item in its GMP for general conditions costs only. The Design -Builder agrees that it is responsible for paying general conditions costs in excess of this line item. The Design -Builder does not guarantee any other line items in the GMP. Enter the amount of Design -Builder's Contingency. The Contingency is for the exclusive use of the Design -Builder and covers all unanticipated costs incurred that are not the basis of a Change Order. This section sets forth by way of example only the type of costs that would be funded out of the Contingency. Other costs, such as but not limited to any deductibles the Design -Builder is obligated to pay, would be subject to reimbursement. The Design -Builder is also required to provide the Owner with a monthly status report accounting for the Contingency, including all reasonably foreseen uses and potential uses of the Contingency for the upcoming three months. 6.6.1.2 GMP Contingency While not provided for in the Contingency provision, DBIA recognizes that there may be situations where the Owner will want to recapture the Contingency prior to Final Completion. For example, the Owner may want to use amounts in the Contingency to fund changes to the Project. The Owner's desire has to be balanced against the Design -Builder's need to use the Contingency to fund unanticipated costs for which it is liable. Accordingly, balancing these competing concerns is usually accomplished by releasing some of the Contingency to the Owner after the Design -Builder has bought out the Subcontractors, providing that the Design -Builder is not obligated to release Contingency amounts in excess of amounts identified for reasonably foreseen uses or potential uses of the Contingency. Instruction Sheet for DBIA Document No. 530 Page 8 02010 Design -Build Institute of America Section Title Instruction At the request of Owner, Design -Builder shall submit its GMP Proposal, which shall include the items listed in Sections 6.6.2.1.1 to 6.5.2.1.9. If the parties agree to GMP Proposal additions or deletions from this list, modify this Section 6.6.2.1 appropriately. 6.6.2.1 After Execution of This The Agreement provides the parties with flexibility as to when the GMP Proposal will Agreement be submitted after execution of the Agreement. Prior to execution of the Agreement the parties should discuss when Owner desires Design -Builder to submit its GMP Proposal. Given that expedited delivery is one of the primary factors driving many owners to select the design -build method, DBIA strongly believes that the parties should discuss and understand what each party must do to support the Project schedule. The entire 6.6.2.1.4 Schedule Work, both design and construction, should be scheduled. The schedule should indicate the dates for the start and completion of the various stages of the Work, including the date when Owner information and approvals are required, and any Owner created constraints. The Agreement also provides flexibility to establish the Scheduled Substantial Completion Date prior to submission of the GMP Proposal. 6.6.2.3 Acceptance of If Owner accepts the GMP Proposal, the parties should amend this Agreement to add GMP Proposal the final GMP Proposal as a Contract Document pursuant to Section 2.1.2. This Agreement provides three options for Owner in the event it fails to accept the GMP Proposal and two choices for Design -Builder if Owner fails to exercise any of the three options. These options are specifically designed to prevent one party from receiving a windfall in the event the parties cannot agree on the GMP and the Agreement is terminated. 6.6.2.4 Failure to Accept the GMP Proposal The parties should take note that if Owner exercises its option to terminate for convenience, or Design -Builder suspends performance, Design -Builder will not be entitled to payment for uncompleted Work provided by Section 8.2. However, additional payment for Owner's use of Work Product will be due Design -Builder pursuant to Section 4.3, if Owner proceeds to complete the Project using Design - Builder's Work Product. One of the benefits of a GMP approach is the possibility that with good management by Design -Builder and timely support from Owner the actual Cost of the Work and Fee may be less than the GMP. This creates a savings pool that should result in a benefit 6.6.3 Savings to both Design -Builder and Owner. Sharing these savings creates an incentive for Design -Builder to save costs. Some factors to consider in determining how the Savings are shared include the timing for the establishment of the GMP and the amount of Design -Builder's Fee established under Section 6.2.1. This section provides that if the actual Cost of the Work and Design -Builder's Fee is 6.6.3.1 Savings less than the GMP, as such GMP may have been adjusted, the savings, if any, shall Calculations be shared. The Agreement offers two choices for distributing Savings. Choose a method and enter the appropriate figures. Instruction Sheet for DBIA Document No. 530 Page 9 02010 Design -Build Institute of America Section Title Instruction In addition for the potential of the Design -Builder to share in Savings as set forth in Section 6.6.3, there may be other performance incentives that will influence Project Performance success. Such incentives may include award fees tied to the Design -Builder achieving 6.7 Incentives certain standards relative to client satisfaction, safety, and personnel retention. The parties are encouraged to discuss the use of such incentives during negotiation of this Agreement. Any agreement on the use of incentives should be set forth in an exhibit attached to this Agreement. 7.1.1 Progress Payments Enter the day of the month when Design -Builder shall submit its Application for Paym ent. Enter the percentage Owner will retain from Progress Payments to Design -Builder until fifty percent (50%) of the Work is completed. Owner should recognize that it creates undue hardship to hold retainage on Subcontractors that have completed their work early in the Project. Owner should accordingly consider releasing retainage on Subcontractors that complete work early in the Project, providing that these Subcontractors have satisfactorily performed their portion of the Work. 7.2.1 Retainage The parties are provided the option of modifying the retainage provision by checking the box. This option excludes from retainage the Design -Builder's General Conditions costs and amounts paid to Design -Builder's Design Consultant. The rationale for selecting this option is that the Design -Builder is obligated to pay its General Conditions costs in full each month and that under the design -bid -build delivery method, the Owner typically does not retain sums from its Designer. Release of This section requires the Owner to release retainage to the Design -Builder. If the 7.2.2 Retainage Design -Builder and Owner have established a warranty reserve in accordance with Section 6.3.2.4, the parties shall establish an escrow account at this time. The parties should enter the rate at which interest will accrue on Design -Builder's 7.4 Interest payments if unpaid five (5) days after due. Late payment creates a hardship for Design -Builder, its Design Consultants and Subcontractors. The Owner is provided access to Design -Builder's accounting information as it relates to Costs of the Work. However, if the parties have agreed to multipliers or markups, the time to challenge and negotiate those percentages is at the time the parties 7.5 Record Keeping execute the Agreement and not during the Project or after it has been completed. Accordingly, the Owner can at any time audit these percentages only to confirm that such percentage has been properly charged and not to challenge the composition of such percentage. Instruction Sheet for DBIA Document No. 530 Page 10 02010 Design -Build Institute of America Section Title Instruction The parties should choose prior to execution of the Agreement the method that will be Termination for used to determine overhead and profit paid to Design -Builder in the event Owner Convenience: terminates Design -Builder for its convenience. The parties may choose to set 8.1.3 Overhead and percentage rates for overhead and profit prior to execution of the Agreement, or may Profit choose to determine reasonable sums to be paid for overhead and profit at the time of the termination. If the parties choose to set overhead and profit rates prior to execution of the Agreement, the percentages should be entered in Section 8.1.3. Although it is important for Owner to have a process for terminating this Agreement for convenience, the process must consider the interests of Design -Builder. If Owner terminates this Agreement for its own convenience, compensating Design -Builder for Termination for its costs will not be adequate because Design -Builder will have committed its Convenience: resources for a small amount of revenue. Therefore, in addition to the overhead and 8.2 Additional profit paid in Section 8.1, Owner shall pay Design -Builder an additional sum, Payments calculated as a percentage of the remaining balance of the Contract Price or, if a GMP has not been established, the remaining balance of the most recent estimated Contract Price. Enter the percentages Owner shall pay Design -Builder if Owner terminates this Agreement for its own convenience prior to or after the start of construction. Termination for Owner should not use the Termination for Convenience clause to obtain Design - Convenience: Builder's valuable design concepts and then seek lower bids from another design - 8.3 Owner's Use of builder. If Owner terminates this Agreement for its own convenience, and chooses to Work Product proceed with the Project using Design -Builder's Work Product, Owner should pay an additional sum for the use of Design -Builder's Work Product pursuant to Section 4.3. Enter the name, title, address and telephone number of Owner's Senior Representative and Owner's Representative at Sections 9.1.1 and 9.1.2, respectively. Enter the name, title, address and telephone number of Design -Builder's Senior Article Representatives of Representative and Design -Builder's Representative at Sections 9.2.1 and 9.2.2, 9 the Parties respectively. The parties can elect to establish these Representatives during the performance of the Project rather than at the time of execution of this Agreement. If Representatives are identified after execution of the Agreement, an appropriate amendment should be made to the Agreement at the time these individuals are designated. Attach an Insurance Exhibit setting forth in detail the insurance coverages required for 10.1 Insurance the Project. Parties are advised to familiarize themselves with the terms of Article 5 of the General Conditions of Contract, Insurance and Bonds, and to consult their insurance advisor. Enter the type and amount of bonds or other performance security required for the 10.2 Bonds Project. Where bonding is not required by statute, Owner may want to evaluate the project risks versus the bonding costs in deciding what type of performance security to require. Instruction Sheet for DBIA Document No. 530 Page 11 02010 Design -Build Institute of America Section Title Instruction Insert any other provisions. For example, the parties may elect to have disputes 11.1 Other Provisions resolved through litigation rather than arbitration in which case the optional language in this Section should be included. Instruction Sheet for DIS IA Document No. 530 Page 12 021)11) Design -Build Institute of America TABLE OF CONTENTS Article Name Page Article1 Scope of Work............................................................................................. 15 Article 3 Interpretation and Intent.............................................................................. 15 Article 4 Ownership of Work Product......................................................................... 16 Article 5 Contract Time.............................................................................................. 17 Article 6 Contract Price.............................................................................................. 19 Article 7 Procedure for Payment................................................................................ 26 Article 8 Termination for Convenience...................................................................... 27 Article 9 Representatives of the Parties.................................................................... 27 F."TIMM18m: 0=1 OW MON Article 11 Other Provisions......................................................................................... 29 DBIA Document No. 530 Page 13 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica DBIA Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a Guaranteed Maximum Price This document has important legal consequences. Consultation with an attorney is recommended with respect to its completion or modification. This AGREEMENT is effective as of the 23 d day of March in the year of 2017, by and between the following parties, for services in connection with the Project identified below: OWNER: (Name and address} Eagle County Air Terminal Corporation, a Colorado nonprofit corporation hereinafter "ECAT" or "Owner". Attention: Eagle County Project Management Rick Ullom, Facilities Director Past Office Box 850 500 Broadway Eagle, CO 81631 Telephone: (970) 328-8780 Facsimile: {970-328-3539 Email: Rick.Ullom@eaglecounly.us DESIGN -BUILDER: (Name and address} Hensel Phelps Construction Co., a Delaware general partnership Attention: Allan Bliesmer, Vice President Past Office Box O 420 Sixth Avenue Greeley, CO 80632 Telephone: (970) 352-6565 Facsimile: (970) 352-9311 Email: abliesmer@henselphelps.com PROJECT: (include Project name and location as it will appear in the Contract Documents} Eagle County Regional Airport Expansion and Remodel Project 217 Eldon Wilson Road Gypsum, CO 81637 DBIA Document No. 530 Page 14 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica In consideration of the mutual covenants and obligations contained herein, Owner and Design -Builder agree as set forth herein. Article 1 Scope of Work 1.1 Design -Builder shall perform, as set forth in the Contract Documents, all design and construction services, and provide all material, equipment, tools and labor, necessary to complete the Work described in and reasonably inferable from the Contract Documents. Article 2 Contract Documents 2.1 The Contract Documents are comprised of the following: 2.1.1 All written modifications, amendments, minor changes, and Change Orders to this Agreement issued in accordance with DBIA Document No. 535, Standard Farm of General Conditions of Contract Between Owner and Design -Builder (2010 Edition) ("General Conditions of Contract"); 2.1.2 The GMP Proposal if accepted by Owner in accordance with Section 6.6.2 herein; 2.1.3 This Agreement, including all exhibits; 2.1.4 The General Conditions of Contract; and 2.1.5 Construction Documents prepared and approved in accordance with Section 2.4 of the General Conditions of Contract. 2.2 The Contract Documents do not include the following: 2.2.1 Any documents, including but not limited to, drawings, plans, specifications, sketches, estimates, maps, reports, studies, tape or other electronic recordings, design and construction documents, electronic files, calculations, data sheets, work sheets or other information prepared by or for The Alliance, Inc. (the "Alliance Documents"). Article 3 Interpretation and Intent 3.1 Design -Builder and Owner, prior to execution of the Agreement (and again, if applicable, at the time of acceptance of the GMP Proposal by Owner in accordance with Section 6.6.2 hereof), shall carefully review all the Contract Documents, including the various documents comprising the Basis of Design Documents which shall be identified in the GMP Proposal, for any conflicts or ambiguities. Design - Builder and Owner will discuss and resolve any identified conflicts or ambiguities in writing prior to Owner's acceptance of the GMP Proposal. DBIA Document No. 530 Page 15 Standard Form of Agreement Between owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 3.2 The Contract Documents are intended to permit the parties to complete the Work and all obligations required by the Contract Documents within the Contract Time(s) for the Contract Price. The Contract Documents are intended to be complementary and interpreted in harmony so as to avoid conflict, with words and phrases interpreted in accordance with the meanings given them in the Contract Documents including General Conditions of Contract, and if not defined therein, in a manner consistent with construction and design industry standards. In the event inconsistencies, conflicts, or ambiguities between or among the Contract Documents are discovered after execution of the Agreement, or if applicable, after Owner's acceptance of the GMP Proposal, Design -Builder and Owner shall attempt to resolve any ambiguity, conflict or inconsistency informally, recognizing that the Contract Documents shall take precedence in the order in which they are listed in Section 2.1 hereof. The parties agree to set forth the order of precedence of the Contract Documents in the GMP Proposal which order may differ from Section 2.1 and which shall control in the event of and upon acceptance of the GMP Proposal by Owner. 3.3 Terms, words and phrases used in the Contract Documents, including this Agreement, if not defined herein, shall have the meanings given them in the General Conditions of Contract. 3.4 If Owner's Project Criteria contain design specifications: (a) Design -Builder shall be entitled to reasonably rely on the accuracy of the information represented in such design specifications and their compatibility with other information set forth in Owner's Project Criteria, including any performance specifications; and (b) Design -Builder shall be entitled to an adjustment in the Contract Price and/or Contract Time(s) to the extent Design -Builder's cost and/or time of performance have been adversely impacted by such inaccurate design specification. The parties agree that if Design -Builder or its Design Consultants rely on or use any Alliance Documents, such reliance and use shall be at Design -Builder's and its Design Consultants' sole risk and any adverse impact as a result of the Alliance Documents shall not result in an adjustment to the Contract Price and/or Contract Time. 3.5 The Contract Documents form the entire agreement between Owner and Design -Builder and by incorporation herein are as fully binding on the parties as if repeated herein. No oral representations or other agreements have been made by the parties except as specifically stated in the Contract Docum ents. Article 4 Ownership of Work Product 4.1 Work Product. All drawings, specifications and other documents and electronic data, including such documents identified in the General Conditions of Contract, and such drawings, specifications and other documents and electronic data produced or prepared by anyone working for or through Design - Builder including any Design Consultant of any tier and/or furnished by Design -Builder to Owner under this Agreement (collectively "Work Product") are deemed to be instruments of service and Design -Builder shall retain the ownership and property interests therein, including but not limited to any intellectual property rights, copyrights and/or patents, subject to the provisions set forth in Section 4.2 below. 4.1.1 All drawings, specifications, and copies thereof furnished by Owner to Design -Builder are and shall remain the property of Owner. Such drawings, specifications and copies thereof furnished by Owner to Design -Builder are to be used only with respect to the Project and are not to be used on any other project. Such documents are to be returned or suitably accounted for to Owner upon request, at the completion of the Project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of Owner's common law copyright or other reserved rights. 4.1.2 The Design -Builder acknowledges and agrees that plans and specifications prepared by The Alliance, Inc. as well as any Alliance Documents provided to Design -Builder in connection with the Project may be used by Design -Builder and its Design Consultants. Such use shall be at DBIA Document No. 530 Page 16 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an option for a GMP (0 2010 Design -Build Institute of Am erica Design -Builder's and design Consultants' sole risk and design -Builder shall be responsible for design and construction of the Project as set forth herein. Design -Builder hereby waives any claim or defense that any defect or deficiency in its Work Product, design or construction of the Project is the fault of Owner or The Alliance, Inc. as a result of Owner providing any Alliance Documents or plans and specifications prepared by The Alliance, Inc. 4.2 Owner's Irrevocable and Perpetual License. Upon payment for Work satisfactorily performed prior to date of termination or expiration or performance hereof, Owner shall be and is hereby permitted to retain copies, including reproducible copies, of all Work Product for use, reference and information by Owner, its consultants and contractors. In addition, Owner shall have an irrevocable, paid-up, perpetual license and right, which shall survive termination or expiration of this Agreement, to use the Work Product, and the ideas and designs contained in them, with or without participation or consent of the Design -Builder or its Design Consultants of any tier. The Work Product shall be in original electronic file format. Such grant is conditioned upon Owner's express understanding that its alteration of the Work Product, without the involvement of the Design -Builder, is at Owner's sole risk and without liability or legal exposure to Design -Builder or anyone working by or through Design -Builder, including Design Consultants of any tier. Owner releases Design -Builder, including Design Consultants of any tier, from all claims and causes of action arising from such use. Article 5 Contract Time 5.1 Date of Commencement. The Work commenced on March 23, 2017 (" Date of Commencement") unless the parties mutually agree otherwise in writing. 5.2 Substantial Completion and Final Completion. 5.2.1 The date for Substantial Completion of the entire Work shall be set forth in the GMP Proposal ("Scheduled Substantial Completion Date"). The parties agree that the definition for Substantial Completion set forth in Section 1.2.18 of the General Conditions of Contract is hereby modified to read as follows: "Substantial Completion is the date on which the Work, or an agreed upon portion of the Work, is sufficiently complete in accordance with the Contract Documents so that Owner can occupy and use the Project or a portion thereof for its intended purposes, prodded, however, that Substantial Completion shall be deemed to have been achieved no later than the date of issuance of a Temporary Certificate of Occupancy issued by the local building official." 5.2.2 Interim milestones and/or Substantial Completion of identified portions of the Work ("Scheduled Interim Milestone Dates") shall be achieved as follows: 5.2.2.1 Design -Builder has delivered to Owner three to six conceptual plans and related costs. 5.2.2.2 Owner has informed Design -Builder which conceptual plans it prefers. 5.2.2.3 The parties held a joint design charrette on May 11, 2017 with the goal of finalizing the selection of the preferred conceptual plans. 5.2.2.4 Design -Builder will deliver to Owner a preliminary schedule and preliminary estimate as set forth in Exhibit 2 on or before June 28, 2017. 5.2.2.5 Design -Builder will complete the Design GMP Phase as set forth in Exhibit 2 on or before July 3, 2017. The Design GMP Phase includes the Basis of Design DBIA Document No. 530 Page 17 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica Programming/Concept design Work and Basis of GMP Design Documents as more fully set forth in Exhibit 2. Owner has authorized the Design -Builder to perform this phase of the Work. 5.2.2.6 The Design Completion Phase is defined in Exhibit 2 and is comprised of (i) the preparation and delivery of 100% Design Documents which shall occur on before November 10, 2017; and (ii) preparation and delivery of construction documents which shall occur on or before February 2, 2018. Design -Builder's obligation to meet the dates set forth in this paragraph 5.2.2.6 are contingent upon Owner timely issuing a notice to proceed with preparation and delivery of 100% Design Documents and/or early subcontractor procurement and early construction activities on or before September 12, 2017; and issuing a notice to proceed with preparation of construction documents on or before November 29, 2017. The determination of whether to issue a notice to proceed with all or any portion of the Design Completion Phase Work, shall be made in Owner's sole discretion. 5.2.2.7 Design -Builder will deliver to Owner the GMP Proposal on or before August 3, 2017. The GMP Proposal will include a Project Schedule. The Project Schedule will identify the schedule and number of gates that will be available at any given time to accommodate the Owner's flight schedules. The parties agree that they will coordinate in advance to ensure that Owner's operational needs, including having a sufficient number of operational gates available for air service and the traveling public during each season, are sati sfi ed. The Project Schedule will include Scheduled Interim Milestone Dates for Substantial Completion of the various phases of the Work and the dates for Substantial Completion of the entire Work and Final Completion of the entire Work. 5.2.2.8 Negotiations regarding the GMP Proposal will be concluded by the parties no later than September 1, 2017. On or before such date, Owner shall provide its acceptance or rejection of the GMP Proposal as determined by Owner in its sole discretion. 5.2.2.9 If the GMP Proposal is accepted by Owner, Owner may prepare and deliver to Design -Builder a written notice to proceed with preparation of and submittal of a permit set of documents which is anticipated to occur on or before January 2018. 5.2.2.10 If the GMP Proposal is accepted by Owner, Owner may prepare and deliver to Design -Builder a written notice to proceed with all or a portion of the Construction Phase (defined in Exhibit 2 or paragraph 5.2.2.6). 5.2.2.11 With respect to any notice to proceed identified in this Section 5.2 or elsewhere in the Contract Documents, Owner, in its sole discretion, may decide not to issue a notice to proceed with respect to all or any portion of the Work for any reason or no reason at all. In such event, it shall be considered a termination for convenience in accordance with Section 8.1 of this Agreement. Notwithstanding the foregoing, in its sole discretion, Owner may decide to accept or reject the GMP Proposal for any reason or no reason at all. In the event Owner does not accept the GMP Proposal, then Design -Builder will be paid only for the GMP Design Phase Work performed to date as set forth in Exhibit 2 and Exhibit 2-A and not for additional costs, expenses or overhead and profit as set forth in Section 8.1. 5.2.3 Final Completion of the Work shall be achieved in accordance with the Contract Time. Final Completion is the date when all Work is complete pursuant to the definition of Final Completion set forth in Section 1. 2.7 of the General Conditions of Contract. DBIA Document No. 530 Page 18 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 5.2.4 All of the dates set forth in this Article 5 (collectively the "Contract Times)") shall be subject to adjustment in accordance with the General Conditions of Contract. 5.2.5 Design -Builder shall employ all such additional labor, services and supervision, including such extra shifts and over time, as may be necessary to maintain and to achieve Final Completion in accordance with the Contract Documents without an increase in the Contract Price unless expressly authorized by the Contract Documents. 5.3 Time is of the Essence. Owner and Design -Builder mutually agree that time is of the essence with respect to the dates and times set forth in the Contract Documents. 5.4 Liquidated Damages. 5.4.1 Design -Builder shall be responsible for ensuring that the number of gates set forth in the GMP Proposal and as accepted by Owner in its sole discretion shall remain available and in an operational condition appropriate for use by the airlines and the traveling public. If Design -Builder fails to provide the required number of gates as set forth in the schedule accepted by Owner as part of the GMP Proposal, Owner will suffer damages which are difficult to determine and accurately specify. Design -Builder agrees that if it fails to provide the required number of gates for any period as set forth in the approved GMP Proposal, the Design -Builder shall pay to Owner not as a penalty but as liquidated damages, $5,000 per day for each day that a required gate is not available. By way of example, if the schedule in the approved GMP Proposal requires 4 gates to be available for a given period and 2 of the 4 gates are unavailable for 10 days, Design -Builder will pay $100,000 ($5,000 per gate per day x 2 gates x 10 days). 5.4.2 The parties anticipate that the GMP Proposal will provide that construction will occur in one or more phases. The GMP Proposal will set forth (i) Scheduled Interim Milestone Dates by which Substantial Completion of each phase must be achieved, and (ii) a Scheduled Substantial Completion Date, the date by which Substantial Completion of the entire Work must occur. Design -Builder understands that if Substantial Completion for any phase is not achieved by the applicable Scheduled Interim Milestone Date or the entire Work is not achieved by the Scheduled Substantial Completion Date, Owner will suffer damages which are difficult to determine and accurately specify. Design -Builder agrees that if Substantial Completion is not attained by the Scheduled Interim Milestone Date established for Substantial Completion of any phase or the Scheduled Substantial Completion Date, Design -Builder shall pay Owner, not as a penalty but as liquidated damages, $10,000 Ten Thousand Dollars ($10,000) for each day that Substantial Completion for any phase or Substantial Completion of the entire Work extends beyond the applicable Scheduled Interim Milestone Date or Scheduled Substantial Completion Date. To the fullest extent permitted by law and notwithstanding any other provision of this Agreement, Design - Builder's total liability to Owner for liquidated damages under Sections 5.4.1 and 5.4.2 combined shall be expressly and strictly limited to Seven Hundred Fifty Thou sand Dollars ($750,000). 5.5 Any liquidated damages assessed pursuant to this Agreement shall be in lieu of all liability for any and all extra costs, losses, expenses, claims, penalties and any other damages, whether special or consequential, and of whatsoever nature, incurred by Owner which are occasioned by any delay in achieving the Contract Time(s). Article 6 Contract Price 6.1 Contract Price. 6.1.1 Owner shall pay Design -Builder in accordance with Exhibit 3 and Article 6 of the General Conditions of Contract a contract price ("Contract Price") equal to Design -Builder's Fee (as DBIA Document No. 530 Page 19 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option far a GMP (0 2010 Design -Build Institute of Am erica defined in Section 6.2 hereof) plus the Cost of the Work (as defined in Section 6.3 hereof), subject to any GMP established in Section 6.6 hereof and any adjustments made in accordance with the General Conditions of Contract. 6.1.2 For the specific Work set forth below, Owner agrees to pay Design -Builder on the following basis: Design -Builder has been compensated for all services performed by it under the Preconstruction and Construction Agreement for Eagle County Air Terminal Corporation in the sum of $185,000 executed on December 13, 2016 by Design -Builder. Compensation paid under that Precon stru cti on and Construction Agreement is not part of the Contract Price. Design -Builder will be compensated for the Work related to GMP Design Phase required to support the Project from the Date of Commencement to delivery and negotiation of a GMP Proposal for the Project. The scope of the GMP Design Phase is set forth in Exhibit 2 and compensation for the Work identified as GMP Design Phase is set forth in Exhibit 2A and shall be part of the Contract Price and subject to the GMP. 6.2 Design -Builder's Fee. 6.2.1 Design -Builder's Fee shall be set forth in the GMP Proposal and mutually agreed to by the parties. 6.2.2 Design -Builder's Fee will be adjusted as follows for any changes in the Work: 6.2.2.1 (a) There shall be no Design -Builder's Fee for changes in the Work occurring prior to the Owner's acceptance of the GMP Proposal. (b) The parties shall agree in the GMP Proposal to the fee applicable to changes in the Work arising after Owner's acceptance of the in the GMP Proposal. 6.2.2.2 For deductive Change Orders, including deductive Change Orders arising from both additive and deductive items, the deductive amounts shall include: No additional reduction to account for Design -Builder's Fee or any other markup. 6.3 Cast of the Work. The term Cost of the Work shall mean costs reasonably and actually incurred by Design -Builder in the proper performance of the Work and shall be subject to the GMP. The Cost of the Work shall include only the following: 6.3.1 Wages of direct employees of Design -Builder performing the Work at the Site or, with Owner's agreement, at locations off the Site; provided, however, that the costs for those employees of Design -Builder performing design services shall be calculated on the basis of those rates to be set forth in an exhibit to the GMP Proposal. Design services performed during the GMP Design Phase shall be paid as set forth in Exhibit 2-A. 6.3.2 Wages or salaries of Design -Builder's supervisory and administrative personnel engaged in the performance of the Work and who are located at the Site or working off -Site to assist in the production or transportation of material and equipment necessary for the Work. 6.3.3 Intentionally Omitted. DBIA Document No. 530 Page 20 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 6.3.4 Costs incurred by design -Builder for employee benefits, premiums, taxes, insurance, contributions and assessments required by law, collective bargaining agreements, or which are customarily paid by Design -Builder, to the extent such costs are based on wages and salaries paid to employees of Design -Builder covered under Sections 6.3.1 through 6.3.3 hereof. 6.3.5 The reasonable portion of the cost of travel, accommodations and meals for Design - Builder's personnel necessarily and directly incurred in connection with the performance of the Work. 6.3.6 Payments properly made by Design -Builder to Subcontractors and Design Consultants for performance of portions of the Work, including any insurance and bond premiums incurred by Subcontractors and Design Consultants. 6.3.7 Intentionally omitted. 6.3.8 Costs, including transportation, inspection, testing, storage and handling, of materials, equipment and supplies incorporated or reasonably used in completing the Work. 6.3.9 Costs (less salvage value) of materials, supplies, temporary facilities, machinery, equipment and hand tools not customarily owned by the workers that are not fully consumed in the performance of the Work and which remain the property of Design -Builder, including the costs of transporting, inspecting, testing, handling, installing, maintaining, dismantling and removing such items. 6.3.10 Costs of removal of debris and waste from the Site. 6.3.11 The reasonable costs and expenses incurred in establishing, operating and demobilizing the Site office, including the cost of facsimile transmissions, long-distance telephone calls, postage and express delivery charges, telephone service, photocopying and reasonable petty cash expenses. 6.3.12 Rental charges and the costs of transportation, installation, minor repairs and replacements, dismantling and removal of temporary facilities, machinery, equipment and hand tools not customarily owned by the workers, which are provided by Design -Builder at the Site, whether rented from Design -Builder or others, and incurred in the performance of the Work. 6.3.13 Premiums for insurance and bonds as required by this Agreement for the performance of the Work. 6.3.14 All fuel and utility costs incurred in the performance of the Work. 6.3.15 Sales, use or similar taxes, tariffs or duties incurred in the performance of the Work 6.3.16 Legal costs, court costs and costs of mediation and arbitration reasonably arising from Design -Builder's performance of the Work, provided such costs do not arise from disputes between Owner and Design -Builder. Such costs are part of Design -Builder's fee. 6.3.17 Costs for permits, royalties, licenses, tests and inspections incurred by Design -Builder as a requirement of the Contract Documents. 6.3.18 The cost of defending suits or claims for infringement of patent rights arising from the use of a particular design, process, or product required by Owner, paying legal judgments against Design -Builder resulting from such suits or claims, and paying settlements made with Owner's consent. 6.3.19 Deposits which are lost, except to the extent caused by Design -Builder's negligence. DBIA Document No. 530 Page 21 Standard Form of Agreement Between owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 6.3.20 Costs incurred in preventing damage, injury or loss in case of an emergency affecting the safety of persons and property. 6.3.21 Accounting and data processing costs related to the Work. 6.3.22 Other costs reasonably and properly incurred in the performance of the Work to the extent approved in writing by Owner. 6.3.23 Expenses incurred for business meals between Design -Builder and Owner, at the Project Site or offsite, when the expressed intent of the meal is conducting business associated with the Project. 6.3.24 Costs incurred for contingency items, up to the total Contingency amount 6.3.25 Wherever the Contract Documents state that Design -Builder shall perform any Work or incur any expense, it shall be understood to mean, in the absence of specific language to the contrary in this Agreement, that the cost thereof shall be included in the Cost of the Work payable by the Owner subject to the GMP. Costs shall be actual costs paid by the Design -Builder, less all discounts, rebates and salvages. 6.3.26 All Work identified in Exhibit 2 and Work compensated as set forth in Exhibit 2-A. 6.3.27 Indirect costs. 6.3.28 Two (2) sets of Redlined as -built drawings and one complete set of the as -built drawings in Electronic PDF form. 6.3.29 Three (3) complete bound sets of required operations and maintenance manuals and instructions. 6.3.30 Design -Builder's general conditions costs will be paid as a lump sum in accordance with the Schedule of Values included in the GMP Proposal and mutually agreed to by the parties. Costs encapsulated in Design -Builder's general conditions will be listed in the GMP Proposal. Costs encapsulated in Design -Builder's general conditions will not be separately billed as a Cost of the Work. 6.4 Allowance Items and Allowance Values. 6.4.1 Any and all Allowance Items, as well as their corresponding Allowance Values, are set forth in the GMP Exhibit or GMP Proposal and are included within the GMP. 6.4.2 Design -Builder and Owner have worked together to review the Allowance Items and Allowance Values based on design information then available to determine that the Allowance Values constitute reasonable estimates for the Allowance Items. Design -Builder and Owner will continue working closely together during the preparation of the design to develop Construction Documents consistent with the Allowance Values. Nothing herein is intended in any way to constitute a guarantee by Design -Builder that the Allowance Item in question can be performed for the Allowance Value. 6.4.3 No work shall be performed on any Allowance Item without Design -Builder first obtaining in writing advanced authorization to proceed from Owner. Owner agrees that if Design -Builder is not provided written authorization to proceed on an Allowance Item by the date set forth in the Project schedule, due to no fault of Design -Builder, and the Project is delayed, Design -Builder may be entitled to an equitable adjustment of the Contract Times) and Contract Price. DBIA Document No. 530 Page 22 Standard Form of Agreement Between owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 6.4.4 The Allowance Value for an Allowance Item includes the direct cost of materials, associated with the applicable Allowance Item. All other costs, including cost of labor, equipment, transportation, taxes and insurance, design fees, Design -Builder's overall project management and general conditions costs, overhead and fee, are deemed to be included in the original Contract Price, and are not subject to adjustment, regardless of the actual amount of the Allowance Item. 6.4.5 Whenever the actual cost for an Allowance Item is more than or less than the stated Allowance Value, the Contract Price shall be adjusted accordingly by Change Order, subject to Section 6.4.4. The amount of the Change Order shall reflect the difference between actual cost of the material incurred by Design -Builder for the particular Allowance Item and the Allowance Value. 6.5 Non -Reimbursable Casts. 6.5.1 The following shall not be deemed as costs of the Work: 6.5.1.1 Compensation for Design -Builder's personnel stationed at Design -Builder's principal or branch offices, except as provided in Sections 6.3.1 and 6.3.2. 6.5.1.2 Overhead and general expenses, except as provided for in Section 6.3 hereof, or which may be recoverable for changes to the Work. 6.5.1.3 The cost of Design -Builder's capital used in the performance of the Work. 6.5.1.4 If the parties have agreed on a GMP, costs that would cause the GMP, as adjusted in accordance with the Contract Documents, to be exceeded. 6.6 The Guaranteed Maximum Price ("GMP"). 6.6.1 GMP Established Upon Execution of this Agreement. 6.6.1.2 The GMP Proposal will include a Contingency in the amount of 5% of the Cost of the Work which is available for Design -Builder's exclusive use for unanticipated costs it has incurred that are not the basis for a Change Order under the Contract Documents. By way of example, and not as a limitation, such costs may include: (a) trade buy-out differentials; (b) overtime or acceleration; (c) escalation of materials; (d) Subcontractor defaults; or (e) those events under Section 8.2.2 of the General Conditions of Contract that result in an extension of the Contract Time but do not result in an increase in the Contract Price. The Contingency is not available to Owner for any reason, including, but not limited to changes in scope or any other item which would enable Design -Builder to increase the GMP under the Contract Documents. Design -Builder shall provide Owner notice of all anticipated charges against the Contingency, and shall provide Owner as part of the monthly status report required by Section 2.1.2 of the General Conditions of Contract an accounting of the Contingency, including all reasonably foreseen uses or potential uses of the Contingency in the upcoming three (3) months. Design -Builder agrees that with respect to any expenditure from the Contingency relating to a Subcontractor default or an event for which insurance or bond may provide reimbursement, Design -Builder will in good faith exercise reasonable steps to obtain performance from the Subcontractor and/or recovery from any surety or insurance company. Design -Builder agrees that if Design -Builder is subsequently reimbursed for said costs, then said recovery will be credited back to the Contingency. 6.6.2 GMP Established after Execution of this Agreement. DBIA Document No. 530 Page 23 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 6.6.2.1 GMP Proposal. Design -Builder shall submit a GMP Proposal to Owner no later than August 18, 2017 which shall include the following, unless the parties mutually agree otherwise: 6.6.2.1.1 A proposed GMP, which shall be the sum of: L Design -Builder's Fee as defined in Section 6.2.1 hereof; ii. The estimated Cost of the Work as defined in Section 6.3 hereof, inclusive of any Design -Builder's Contingency as defined in Section 6.6.1.2 hereof; and iii. If applicable, any prices established under Section 6.1.2 hereof. 6.6.2.1.2 The Basis of Design Documents, which may include, by way of example, Owner's Project Criteria, which are set forth in detail and are attached to the GMP Proposal; 6.6.2.1.3 A list of the assumptions and clarifications made by Design -Builder in the preparation of the GMP Proposal, which list is intended to supplement the information contained in the drawings and specifications and is specifically included as part of the Basis of Design Documents; 6.6.2.1.4 The number of gates that will be available during any given period to the airlines and traveling public as well as the Scheduled Substantial Completion Date upon which the proposed GMP is based, to the extent said date has not already been established under Section 5.2.1 hereof, and the Scheduled Interim Milestone Dates for any phase of the Work and upon which the Scheduled Substantial Completion Date is based. These dates will be used to determine liquidated damages as set forth in 5.4.1 and 5.4.2 of this Agreement; 6.6.2.1.5 If applicable, a list of Allowance Items, Allowance Values, and a statement of their basis; 6.6.2.1.6 If applicable, a schedule of alternate prices; 6.6.2.1.7 If applicable, a schedule of unit prices; 6.6.2.1.8 If applicable, a statement of Additional Services which may be performed but which are not included in the GMP and which, if performed, shall be the basis for an increase in the GMP and/or Contract Times); and 6.6.2.1.9 A Schedule of Values; and 6.6.2.1.10 An updated list of Contract Documents, including their order of precedence; and 6.6.2.1.11 A Project and construction schedule including timing for response to Allowance items as set forth in 6.4.3 hereof; and 6.6.2.1.12 Rates for design services performed after the GMP Design Phase as set forth in 6.3.1; and 6.6.2.1.13 A scope of Work for the Construction Phase. DBIA Document No. 530 Page 24 Standard Form of Agreement Between owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 6.6.2.2 Review and Adjustment to GMP Proposal. After submission of the GMP Proposal, Design -Builder and Owner shall meet to discuss and review the GMP Proposal. If Owner has any comments regarding the GMP Proposal, or finds any inconsistencies or inaccuracies in the information presented, it shall promptly give written notice to Design -Builder of such comments or findings. If appropriate, Design -Builder shall, upon receipt of Owner's notice, make appropriate adjustments to the GMP Proposal. 6.6.2.3 Acceptance of GMP Proposal. The GMP Proposal may be negotiated between the parties. If Owner elects to accept the GMP Proposal or a negotiated version thereof, as determined by Owner in its sole discretion, the GMP and its basis shall be set forth in an amendment to this Agreement. In such event, Owner may, in its sole discretion, provide Design -Builder with a notice to proceed with all or a portion of the remaining phases of the Work. With respect to any notice to proceed identified in the Contract Documents, Owner, in its sole discretion, may decide not to issue a notice to proceed with respect to all or any portion of the Work for any reason or no reason at all. 6.6.2.4 Failure to Accept the GMP Proposal. Owner, in its sole discretion, may decide to accept or reject the GMP Proposal for any reason or no reason at all. In the event Owner does not accept the GMP Proposal, then Design -Builder will be paid for the Design GMP Phase Work performed to date as set forth in Exhibit 2 and Exhibit 2-A. 6.6.3 Savings. 6.6.3.1 If the sum of the actual Cost of the Work and Design -Builder's Fee (and, if applicable, any prices established under Section 6.1.2 hereof) is less than the GMP, as such GMP may have been adjusted over the course of the Project, the difference ("Savings") shall accrue to Owner. 6.6.3.2 Savings shall be calculated and paid as part of Final Payment under Section 7.3 hereof, with the understanding that to the extent Design -Builder incurs costs after Final Completion which would have been payable to Design -Builder as a Cost of the Work, the parties shall recalculate the Savings in light of the costs so incurred, and Design -Builder shall be paid by Owner accordingly. 6.7 Intentionally Omitted. 6.8 Appropriations. 6.8.1 All obligations beyond the current fiscal year are subject to funds being budgeted and appropriated. Specifically, notwithstanding anything to the contrary contained in this Agreement, Owner shall have no obligations under this Agreement, nor shall any payment be made to Design -Builder in respect of any period after December 31 of each calendar year during the term of this Agreement, without an appropriation therefore by the Owner in accordance with a budget adopted by Owner's Board of Directors. 6.8.2 Owner has budgeted and appropriated funds for the design and preconstruction Work as set forth in Exhibit 2-A. If the Owner elects to issue a notice to proceed with any phase of the Project or Work, in its sole discretion, then at such time, the funds appropriated for that portion of the Work will be equal to or in excess of the anticipated cost of that Work. Notwithstanding anything to the contrary contained in this Agreement, no charges shall be made to Owner nor shall any payment be made to Design -Builder in excess of the amounts budgeted and appropriated by Owner for any Work done without the written approval of Owner in accordance with a budget adopted by Owner's Board of Directors. DBIA Document No. 530 Page 25 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 6.8.3 Pursuant to the provisions of Section 24-91-103.6 C.R.S., and notwithstanding anything to the contrary contained elsewhere in the Contract Documents, no Change Order or other form of order or directive by Owner, and no amendment to this Agreement, requiring additional compensable Work to be performed which Work causes the aggregate amount payable under the Agreement to exceed the amount appropriated, shall be of any force or effect unless accompanied by a written assurance from Owner that lawful appropriations to cover the costs of the additional Work have been made or unless such Work is covered under a remedy -granting provision in the Agreement. Further, Owner will, in accordance with the Contract Documents and C.R.S. 24-91-103.6(2)[c), make reimbursements for Design -Builder's costs on a periodic basis, as defined in the Contract Documents, for all additional Work that is directed by Owner and performed by Design -Builder until a change order is finalized. In no instance, shall the periodic reimbursement be required before the Design -Builder has submitted an estimate of cost to the Owner for the additional Work to be performed and Owner has directed Design -Builder to proceed. Article 7 Procedure for Payment 7.1 Progress Payments. 7.1.1 Payment for GMP Design Phase Work shall occur as set forth in Exhibit 2-A. Progress payments for Work performed after acceptance of the GMP Proposal shall be made as set forth in Exhibit 3 and in accordance with Article 6 of the General Conditions of Contract. 7.1.2 Intentionally Omitted. 7.1.3 If Design -Builder's Fee under Section 6.2.1 hereof is a fixed amount, the amount of Design -Builder's Fee to be included in Design -Builder's monthly Application for Payment and paid by Owner shall be proportional to the percentage of the Work completed, less payments previously made on account of Design -Builder's Fee. 7.2 Retainage on Progress Payments. 7.2.1 Retainage shall occur as set forth in Exhibit 3 which is attached hereto and incorporated herein by reference. 7.3 Final Payment. Final payment shall occur as set forth in Exhibit 3. 7.4 Intentionally Omitted. 7.5 Record Keeping and Finance Controls. Design -Builder acknowledges that this Agreement is to be administered on an "open book" arrangement relative to Costs of the Work. Design -Builder shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management, using accounting and control systems in accordance with generally accepted accounting principles and as may be provided in the Contract Documents. During the performance of the Work and for a period of three (3) years after Final Payment, Owner and Owner's accountants shall be afforded access to, and the right to audit from time -to -time, upon reasonable notice, Design -Builder's records, books, correspondence, receipts, Subcontracts, purchase orders, vouchers, memoranda and other data relating to the Work, all of which Design -Builder shall preserve for a period of three (3) years after Final Payment. Such inspection shall take place at Design -Builder's offices during normal business hours unless another location and time is agreed to by the parties. Any multipliers, markups, or lump sum general conditions agreed to by the Owner and Design -Builder as part of this Agreement are only subject to audit to confirm that such multiplier, markup, or lump sum general conditions has been charged in accordance with this Agreement, with the composition of such multiplier, markup, or lump sum general conditions not being subject to audit. DBIA Document No. 530 Page 26 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 7.6 Liens. Colorado Statutes do not provide for any right of lien against public buildings. In lieu thereof, Title 38-26-107 et seq. C.R.S., as amended, provides adequate relief for any claimant having furnished labor, materials, rental machinery, tools, equipment or services toward construction of the particular public work in that final payment may not be made to a Design -Builder until all such creditors have been put on notice by publication in the public press of such pending payment and given opportunity to stop payment to Design -Builder in the amount of such claims. Design -Builder shall include this language in Subcontracts of any tier for the Project. Article 8 Termination for Convenience 8.1 Upon ten (10) days' written notice to Design -Builder, Owner may, for its convenience and without cause, elect to terminate this Agreement. In such event, Owner shall pay Design -Builder for the following: 8.1.1 All Work satisfactorily executed prior to the date of termination; 8.1.2 The reasonable costs and expenses attributable to such termination, which shall not include losses, costs or expenses incurred by Design -Builder in connection with such termination but will include demobilization costs and amounts due in settlement of terminated contracts with Subcontractors and Design Consultants; and 8.1.3 Overhead and profit in the amount to be determined in the GMP Proposal on the sum of items 8.1.1 and 8.1.2 above. 8.2 Intentionally Omitted. 8.3 Intentionally Omitted. Article 9 Representatives of the Parties 9.1 Owner's Representatives. 9.1.1 Owner designates the individual listed below as its Senior Representative ("Owner Senior Representative"), which individual has the authority and responsibility for avoiding and resolving disputes under Section 10.2.3 of the General Conditions of Contract: (identify individual's name, rine, address and telephone numbers} Eagle County Manager Past Office Box 850 500 Broadway Eagle, CO 81631 Telephone: (970)328-8612 9.1.2 Owner designates the individual listed below as its Owner's Representative, which individual has the authority and responsibility set forth in Section 3.4 of the General Conditions of Contract: (identify individual's name, tide, address and telephone numbers) DBIA Document No. 530 Page V Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica Rick Ullom Eagle County Facilities Director Post Office Box 850 500 Broadway Eagle, CO 81631 Telephone: (970)328-8780 9.2 Design -Builder's Representatives. 9.2.1 design -Builder designates the individual listed below as its Senior Representative ("Design -Builder's Senior Representative"), which individual has the authority and responsibility for avoiding and resolving disputes under Section 10.2.3 of the General Conditions of Contract: (identify individual's name, title, address and telephone numbers.) Allan Bliesmer Vice President 420 Sixth Avenue Greeley, CO 88632 Telephone: (970) 352-6565 Email: abliesmer@henselphelps.com 9.2.2 Design -Builder designates the individual listed below as its Design -Builder's Representative, which individual has the authority and responsibility set forth in Section 2.1.1 of the General Conditions of Contract: (identify individual's name, title, address and telephone numbers} Grant Lebahn Operations Manager 420 Sixth Avenue Greeley, CO 88632 Telephone: (970) 352-6565 Email: glebahn@henselphelps.com Article 10 Bonds and Insurance 10.1 Insurance. Design -Builder and Owner shall procure the insurance coverages set forth in the Insurance and Bond Exhibit (Exhibit 4) attached hereto and in accordance with Article 5 of the General Conditions of Contract. Certificates of insurance acceptable to Owner, evidencing the requirements set forth in Exhibit 4 shall be filed with Owner prior to commencement of the Work. 10.2 Bonds and Other Performance Security. Design -Builder shall provide the following performance bond and labor and material payment bond or other performance security: Performance Bond as set forth in Exhibit 4. Labor and Material Payment Bond as set forth in Exhibit 4. Bonds acceptable to Owner shall be delivered to Owner at the time of and in the event a notice to proceed is issued by Owner for all or a portion of the Construction Phase Work. DBIA Document No. 530 Page 28 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an option for a GMP (0 2010 Design -Build Institute of Am erica Article 11 Other Provisions 11.1 Other provisions, if any, are as follows: (Insert any additional provisions) 11.1.1 The parties agree that the Preconstruction and Construction Agreement for Eagle County Air Terminal Corporation executed by design -Builder on or about december 13, 2016, between Eagle County Air Terminal Corporation and Hensel Phelps Construction Co. is hereby terminated and of no force and effect. The parties agree that Hensel Phelps Construction Co. has been paid in full for all services and work performed by it or its sub -consultants and sub -contractors under that agreement. 11.1.2 Design -Builder is authorized to do business in the state of Colorado and has the professional and technical expertise to perform the Work. 11.1.3 Design -Builder acknowledges that Owner is a tax-exempt entity. 11.1.4 The parties to this Agreement recognize that in entering into this Agreement, Owner is relying upon the resources, skill and reputation of Design -Builder. Therefore, Design -Builder may not assign its interest in the Agreement without the prior written consent of Owner, which consent Owner may withhold in its sole discretion. Except as so provided, this Agreement shall be binding on and inure to the benefit of the parties hereto, and their respective successors and assigns, and shall not be deemed to be for the benefit of or enforceable by any third party. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Agreement. 11.1.4.1 Owner shall have the right to assign the Contract Documents to (i) the Trustee (defined in Exhibit 4 below), a related entity or to any lender advancing funds in connection with the Project; or (ii) to the County (defined in Exhibit 4 below) in the event the County becomes the owner of the Project. Owner shall be permitted to make such assignments in Owner's sole and absolute discretion and Design -Builder agrees to consent to such assignments in writing in a form reasonable acceptable to Design -Builder. Further, Owner may assign its rights to any Construction Documents, plans, specifications, instruments of service or Work Product as set forth in the Contract Documents, to the County, Trustee, a related entity, or to any lender advancing funds in connection with the Project. Design -Builder, its Subcontractors of any tier, and Design -Consultants of any tier, will consent to all such assignments in writing in a form reasonable acceptable to Design -Builder. 11.1.4.2 Design -Builder will cooperate with, and will upon request, timely execute documents as requested by Owner, County or Trustee as may be necessary to finance and complete the Project all in a form reasonably acceptable to Design -Builder. 11.1.5 Notwithstanding and other provision to the contrary, nothing herein shall constitute a waiver, express or implied, of any of the immunities, rights, benefits, protections or other provisions of the Colorado Governmental Immunity Act. 11.1.6 Any indemnity, warranty or guaranty given by Design -Builder to Owner under the Contract Documents shall survive expiration or termination of the Contract Documents. 11.1.7 The signatories to this Agreement aver to their knowledge, no employee of the Owner has any personal or beneficial interest whatsoever in the Work or property described in this Agreement. The Design -Builder has no interest and shall not acquire any interest, direct or indirect, that would conflict in any manner or degree with the performance of the Work and Design -Builder should not employ any person having such known interests. DBIA Document No. 530 Page 29 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 11.1.8 Signatures on change orders and amendments may be made by Owner's Project Manager within amounts budgeted and appropriated for this Agreement. Any other change order or amendment shall occur in compliance with Owner's contract approval policy. 11.1.9 Design -Builder acknowledges that the Work is a public work financed in whole or in part by funds of Owner, and pursuant to C.R.S. 8-17-101, Colorado labor shall be employed to perform the Work to the extent of no less than eighty percent (80%) of each type or class of labor in the several classifications of skilled and common labor employed in the Work. For purposes of this provision, "Colorado labor" means any person who is a resident of Colorado at the time of employment without discrimination as to race, color, creed, sex, age, or religion except when sex or age is a bona fide occupational qualification. 11.1.10 Design -Builder agrees to comply with the letter and spirit of the Colorado Anti- discrimination Act of 1957, as amended, and other applicable laws respecting discrimination and unfair employment practices. Pursuant thereto, the following provision shall be contained in all Owner contracts or Subcontracts: during the performance of this Agreement, Design -Builder agrees as follows: 11.1.10.1 Design -Builder will not discriminate against any employee or applicant for employment because of race, creed, color, national origin, sex, marital status, religion, ancestry, mental or physical disability, sexual orientation, or age. Design -Builder will take affirmative action to ensure that applicants are employed and that employees are treated during employment, without regard to the above-mentioned characteristics. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising; lay-offs or terminations; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Design - Builder agrees to post in conspicuous places, available to employees and applicants for employment, notices to be prodded by the contracting officer setting forth provisions of this non-discrimination clause. 11.1.10.2 Design -Builder will, in all solicitations or advertisements for employees placed by or on behalf of Design -Builder, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, national origin, sex, marital status, religion, ancestry, mental or physical disability, or age. 11.1.11 Design -Builder shall comply with and give notices required by all federal, state and local laws, statutes, ordinances, building codes, rules and regulations applicable to the Work. If Design -Builder performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, rules or regulations without notice to Owner, Design -Builder shall assume full responsibility for such Work and shall bear the attributable costs. Design -Builder shall promptly notify Owner in writing of any conflicts that Design -Builder discovers between the specifications for the Work and such governmental laws, rules and regulations. 11.1.12 Design -Builder its Design Consultants of any tier and Subcontractors of any tier shall comply with all rules, regulations and security requirements applicable to the Eagle County Regional Airport. Further, Design -Builder its Design Consultants of any tier and Subcontractors of any tier shall conduct the Work in a courteous and professional manner recognizing that interaction and contact with the public will occur. 11.1.13 Notwithstanding anything herein to the contrary, Design -Builder shall be responsible for the completeness and accuracy of the non -design Work and shall correct at its sole expense, all errors and omissions therein. All architectural and engineering services performed by Design - Builder or any of its Design Consultants of any tier shall be performed in accordance with the applicable standard of care. The fact that Owner has accepted or approved any plans, specifications or documents and the Work shall not relieve Design -Builder of any of its responsibilities under the Contract Documents. Design -Builder may use its contingency to DBIA Document No. 530 Page 30 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica remedy omissions in the Work not already paid for by Owner, but only with Owner's prior written approval, not to be unreasonably withheld. In no event shall Owner pay for any Work twice. 11.1.14 Owner's review and response to, or approval of, any documents, plans, specifications, budgets, schedules or the like, shall not be construed as relieving Design -Builder of its complete and exclusive control over the means, methods, sequences and techniques for executing the Work. 11.1.15 Design -Builder's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither the issuance of a certificate of substantial completion, nor any payment by Owner to Design -Builder under the Contract Documents, nor any use or occupancy of the Work or any part thereof by Owner, nor any act of acceptance by Owner, nor any failure to do so, nor any correction of defective Work by Owner shall constitute an acceptance of Work not in accordance with the Contract Documents or a release of Design - Builder's obligation to perform the Work in accordance with the Contract Documents. 11.2 Design -Builder Representations. 11.2.1 Design -Builder has familiarized itself with the nature and extent of the Contract Documents, Work, locality and with all local conditions, and federal, state, and local laws, ordinances, rules and regulations that in a manner may affect cost, progress, or performance of the Work. 11.2.2 Design -Builder has made, or caused to be made, examinations, investigations, and tests and studies of such reports and related data as it deems necessary for the performance of the Work in accordance with the Contract Documents, within the GMP and Scheduled Interim Milestone Dates identified in the Contract Documents, and no additional examinations, investigations, tests, reports or similar data are, or will be required by Design -Builder for such purposes. 11.2.3 Design -Builder has correlated the results of all such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the Contract Documents. 11.2.4 In performing Work under this Agreement, Design -Builder acts as an independent contractor and is solely responsible for necessary and adequate workers' compensation insurance, personal injury and property damage insurance, as well as errors and omissions insurance. The Design -Builder as an independent contractor, is obligated to pay federal and state income tax on moneys earned. The personnel employed by the Design -Builder are not and shall not become employees, agents or servants of the Owner because of the performance of any Work under this Agreement. 11.2.5 Design -Builder represents and warrants that it, and its Design Consultants hold a license, permit or other special license, as required by law, to perform the Work required under the Contract Documents and shall keep and maintain such licenses, permits and special licenses in good standing and in full force and effect at all times while Design -Builder and its Design Consultants are performing the Work under the Contract Documents. Design -Builder represents and warrants that design Work shall be performed by Design Consultants that are architects and professional engineers licensed in the State of Colorado. 11.2.6 Design -Builder shall maintain insurance as set forth in the Insurance and Bond, Exhibit 4. Before permitting any of its Subcontractors or Design Consultants of any tier to perform any Work under this Agreement, Design -Builder shall require each of its Subcontractors or Design Consultants to procure and maintain such insurance as are set forth in the Insurance and Bond, Fxhihit 4 DBIA Document No. 530 Page 31 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 11.2.7 design -Builder shall supply Owner with all agreements with its design Consultants, including Subcontract agreements of any tier and purchase orders, upon request. 11.2.8 design -Builder represents to Owner that by executing this Agreement, it has been informed of the goals of the Project, the time schedule and fiscal constraints of the Project and all Work to be provided pursuant to the Contract documents. design -Builder represents to Owner that it will perform all of the Work within the requirements of the Contract documents. 11. 2.9 Notwithstanding anything herein to the contrary, design -Builder shall be responsible for the completeness and accuracy of the non -design Work and shall correct at its sole expense, all errors and omissions therein. All architectural and engineering services performed by Design - Builder or any of its Design Consultants of any tier shall be performed in accordance with the applicable standard of care. The fact that Owner has accepted or approved any plans, specifications or documents and the Work shall not relieve Design -Builder of any of its responsibilities under the Contract Documents. Design -Builder may use its contingency to remedy omissions in the Work not already paid for by Owner, but only with Owner's prior written approval, not to be unreasonably withheld. In no event shall Owner pay for any Work twice. 11.3 Subcontracts and Other Agreements. 11.3.1 Those portions of the Work that Design -Builder does not customarily perform with Design - Builder's own personnel shall be performed under subcontracts and (or) by other appropriate agreements with Design -Builder (individually a "Subcontract" and collectively "Subcontracts"). Contracts between Design -Builder and any of its consultants including Design Consultants of any tier shall be considered a Subcontracts. 11.3.2 All Subcontracts shall conform to provisions of this Agreement, and shall comply with all applicable federal and state laws and shall provide that such Subcontracts shall be governed by the laws of the State of Colorado. By an appropriate written agreement, Design -Builder shall require the Design Consultant or Subcontractor to the extent of the Work to be performed by the Design Consultant or Subcontractor, to be bound to Design -Builder by the terms of the Contract Documents and to assume toward Design -Builder all the obligation and responsibility which Design -Builder, by these Contract Documents, assumes towards Owner. Said agreement shall preserve and protect the rights of Owner under the Contract Documents with respect to the Work to be performed by the Design Consultant or Subcontractor so that the subcontracting thereof will not prejudice such rights. Design -Builder shall require each Design Consultant or Subcontractor to enter into similar agreements with its sub -consultants or Subcontractors. Design -Builder shall make available to each proposed Design Consultant or Subcontractor, prior to the execution of the Subcontract, the Contract Documents to which the Design Consultant or Subcontractor will be bound by this paragraph. Each Design Consultant or Subcontractor shall similarly make copies of such Contract Documents available to its sub -consultants and Subcontractors. Owner shall have the right to review each form of Subcontract, provided said review or approval does not adversely impact the schedule or cost of the award amount, and Owner is entitled to receive executed copies thereof. 11.3.3 Design -Builder shall be responsible to Owner for the acts and omissions of its agents, employees, suppliers, Subcontractors and Design Consultants performing Work under a contract with Design -Builder and such Subcontractors' and Design Consultants' lower -tier Subcontractors, sub -consultants, agents and employees. 11.3.4 In addition to Owner's right to assign the Contract Documents in accordance with Section 11.1.4 and its subparts, each Subcontract and material purchase order is hereby assigned to Owner by Design -Builder provided that (a) assignment is effective only after termination of the Agreement by Owner for cause and only for those Subcontract agreements which Owner accepts by notifying the Subcontractor and Design -Builder in writing; and (b) assignment is subject to the DBIA Document No. 530 Page 32 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica prior rights of the surety, if any, obligated under the bond relating to the Project. Each Subcontract and material purchase order shall include this assignment. 11.3.5 Nothing contained in the Contract documents shall be deemed to create any contractual relationship between any Design Consultant of any tier or Subcontractor of any tier and Owner. 11.4 Prohibitions on Public Contract for Services. 11.4.1 If Design -Builder has any employees, Design Consultants or Subcontractors, Design - Builder shall comply with C.R.S. § 8-17.5-101, et seq., regarding Illegal Aliens — Public Contracts for Services, and this Agreement. By execution of this Agreement, Design -Builder certifies that it does not knowingly employ or contract with an illegal alien who will perform under this Agreement and that Design -Builder will participate in the E -verify Program or other Department of Labor and Employment program ("Department Program") in order to confirm the eligibility of all employees who are newly hired for employment to perform work under this Agreement. A. Design -Builder shall not: (i) Knowingly employ or contract with an illegal alien to perform work under this contract for services; or (ii) Enter into a contract with a Design -Consultant or Subcontractor that fails to certify to the Design -Builder that the Design -Consultant or Subcontractor shall not knowingly employ or contract with an illegal alien to perform work under the public contract for services. B. Design -Builder has confirmed the employment eligibility of all employees who are newly hired for employment to perform work under this Contract through participation in the E - verify Program or Department Program, as administered by the United States Department of Homeland Security. C. Design -Builder shall not use either the E -verify program or other Department Program procedures to undertake pre-employment screening of job applicants while the public contract for services is being performed. D. If Design -Builder obtains actual knowledge that a Design -Consultant or Subcontractor performing work under the public contract for services knowingly employs or contracts with an illegal alien, the Design -Builder shall be required to: (i) Notify the Design -Consultant or Subcontractor and the Owner within three days that the Design -Builder has actual knowledge that the Design -Consultant or subcontractor is employing or contracting with an illegal alien; and (ii) Terminate the Subcontract with the Design -Consultant or Subcontractor if within three days of receiving the notice required pursuant to subparagraph (i) of the paragraph (D) the Design -Consultant or Subcontractor does not stop employing or contracting with the illegal alien; except that the Design -Builder shall not terminate the contract with the Design Consultant or Subcontractor if during such three days the Design Consultant or Subcontractor provides information to establish that the Design Consultant or Subcontractor has not knowingly employed or contracted with an illegal alien. E. The Design -Builder shall comply with any reasonable request by the Department of Labor and Employment made in the course of an investigation that the department is undertaking pursuant to its authority established in C.R.S. § 8-17.5-102(5). DBIA Document No. 530 Page 33 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica F. If Design -Builder violates these prohibitions, the Owner may terminate the contract for a breach of the contract. If the contract is so terminated specifically for a breach of this provision of this Agreement, the Design -Builder shall be liable for actual and consequential damages to the Owner as required by law. G. The Owner will notify the office of the Colorado Secretary of State if Design -Builder violates this provision of this Agreement and the Owner terminates the Contract for such breach. DBIA Document No. 530 Page 34 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica In executing this Agreement, Owner and Design -Builder each individually represents that it has the necessary financial resources to fulfill its obligations under this Agreement as set forth herein, and each has the necessary corporate approvals to execute this Agreement, and perform the services described herein. OWNER: Jillian H. Ryan (Signature) Jillian H. Ryan (Printed Name) Board Chair (Title) Date: 09/19/2017 DESIGN -BUILDER: Hensel Phelps (Signature) Allan Bliesmer (Printed Name) District Manager / VP (Title) Date: 09/06/2017 This Agreement consists of pages 1 — 56, which includes the following exhibits which are attached hereto and incorporated herein by reference: Exhibit 1 Owner's Project Criteria/Description consisting of one (1) page Exhibit 2 Phases of Work and Scope of Work for Design GMP Phase and Design Completion Phase consisting of five (5) pages Exhibit 2-A Compensation and Method of Payment for Design GMP Phase consisting of one(l)page Exhibit 3 Payment Procedures consisting of three (3) pages Exhibit 4 Insurance and Bond Requirements consisting of seven (7) pages Exhibit 5 GMP Proposal accepted by Owner. Exhibit 6 Owner's Permit List consisting of one (1) page Exhibit 7 Reserved Exhibit 8 Warranty consisting of one (1) page Caution: An original DBIA document has this caution printed in blue. This is a printable copy and an original assures that changes will not be obscured as may occur when documents are reproduced. DBIA Document No. 530 Page 35 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica EXHIBIT 1 Owner's Project Criteria/Description Project Description. The Project includes the demolition and replacement of the existing Eagle County Regional Airport concourse with a new structure consisting of approximately 6 gates, holding rooms, restroom s, conveyances, and core shell space for future concessionaire spaces (build out by others), support services, and security space all totaling approximately 50,000 - 60,000 square feet at 217 Eldon Wilson Road, Gypsum, CO 81637. DBIA Document No. 530 Page 36 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica EXHIBIT 2 PHASES OF WORK AND SCOPE OF WORK FOR DESIGN GMP PHASE AND DESIGN COMPLETION PHASE A. Design -Builder shall perform the following Work which is collectively known as the "Design GMP Phase"): Basis of Design ProgramminglQoncept Design (approximate timeframe April 3, 2017 to June 21, 2017) Design -Builder will gather and review data prodded by Owner to establish a general understanding of the following project parameters: • Project description • Site requirements • Space requirements, functional relationships, and adjacencies • Operational requirements • Infrastructure requirements • Site plan • Schematic floor plans • Building elevations • Critical interior elevations • Exterior color palettes and finish samples • Typical building sections • HVAC Systems Approach ii. Design -Builder will consult with, advise, assist and make recommendations to Owner on all aspects of planning for the Project, including review and validation of plans, cost estimates and schedules. iii. The Design -Builder shall prepare a preliminary schedule of the Work. The Owner shall provide written approval of the proposed preliminary schedule. The schedule shall show the activities of the Owner, the Design Consultant and the Design -Builder necessary to meet the Owner's completion requirements. The schedule shall be updated periodically upon mutual agreement of the parties with the level of detail for each schedule update reflecting the information then available. In no event will such revisions relieve the Design -Builder of its obligations to complete the Work within the Contract Time, as such dates may be adjusted in accordance with the Contract Documents. iv. The Owner's budget for the Project is Thirty -One Million Five Hundred Thousand Dollars ($31,500,000). If the preliminary estimate or any update exceeds the Owner's budget, the Design -Builder shall meet with Owner to mutually agree upon how best to bring the Project within Owner's budget. Design -Builder shall then re -design, all or portions of the Project at Design -Builder's sole cost and expense, to the extent necessary to ensure that the Project is within Owner's budget. V. When sufficient Project information has been identified, the Design -Builder shall prepare for the Owner's acceptance a preliminary estimate utilizing area, volume or similar conceptual estimating techniques. The estimate shall be updated periodically with the level of detail for each estimate update reflecting the information then available. vi. Basis of GMP Design Documents (approximate timeframes May 1, 2017 to July 3, 2017) Based on the approved conceptual design and Owner's written authorization to proceed, Design -Builder will develop the Design Documents, consisting of: DBIA Document No. 530 Page 37 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica Project description General Code Analysis Sheet and gross building area Life Safety Plan Preliminary information on gross floor areas Site plan Demolition Plans Foundation and Structural Frame plans Schematic floor plans and Exiting Roof plan Building elevations Critical interior elevations Exterior color palettes and finish samples Typical wall and building sections Summary of signage and wayfinding scope (Concept Design) 2 Exterior & 2 Interior renderings as required by and prepared during the design process Outline description of building systems included in Design -Builder's scope of services prepared by Design -Builder's consultants Plumbing plans Mechanical HVAC plans Electrical & Lighting Plans vii. The Design -Builder shall submit for the Owner's written approval design documents, based on the agreed upon preliminary valuation. The design documents shall include those items set forth above in paragraph A. vi. and drawings, outline specifications and other conceptual documents illustrating the Project's basic elements, scale, and their relationship to the worksite. One set of these documents shall be furnished to the Owner. When the Design -Builder submits the documents the Design -Builder shall identify in writing all material changes and deviations that have taken place from the Design - Builder's concept design including preliminary evaluation, schedule and estimate. The Design -Builder shall update the preliminary schedule consistent with dates set forth in the Agreement and cost estimate based on the schematic design documents. viii. The design documents shall further define the Project including those items set forth above, and drawings and outline specifications fixing and describing the Project size and character as to site utilization, and other appropriate elements incorporating the structural, architectural, mechanical and electrical systems. One set of these documents shall be furnished to the Owner. When the Design -Builder submits the design development documents, the Design -Builder shall identify in writing all material changes and deviations that have taken place from the schematic design documents. The Design - Builder shall update the schedule and estimate based on the design development documents. ix. After the documents have been approved by the Owner in writing, Design -Builder will produce a GMP Proposal which shall include a Project budget and schedule including updated or additional Scheduled Interim Milestone Dates for evaluation by Owner. Value engineering ideas may be incorporated bythe Design -Builder prior to producing the GMP Proposal. As part of its GMP Proposal Design -Builder will provide Subcontractor prequalification and solicit Subcontractor pricing with the Documents. Design -Builder will then compile final pricing, to include hard bid Subcontractor pricing, plus any other estimates and projections, for a comprehensive final cost estimate which shall be presented to Owner as a Guaranteed Maximum Price ("GMP") Proposal. DBIA Document No. 530 Page 38 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica X. Design -Builder's Representative will attend at least bi-weekly meetings, commencing immediately and continuing throughout the design phases of the Project, as requested to advise and discuss the preconstruction progress and respond to questions regarding the Project. As part of the GMP Proposal the Design -Builder shall provide their Design and Construction Teams Organizational Chart. A. The Design -Builder Representative and team identified shall not be changed except with the consent of the Owner's Representative, which consent shall not be unreasonably withheld. Ai. Design -Builder will assist Owner at any point in the pre -construction process to provide cost analysis comparisons of various materials, products, or design options. xiii. Design -Builder will provide value engineering through technical review and analysis of alternative designs, systems, and materials being considered in the design to produce the greatest value for the least cost. Design -Builder will provide cost estimates of the alternatives and evaluate the alternatives on the basis of costs, time schedules, availability of labor and materials, construction feasibility, warranties and projected life expectancy. xiv. Design -Builder will provide budget estimates with quantity take -off cost estimates in increasing detail as the development of the plans and specifications proceeds, and will advise Owner if it appears that the targets for the Project budget and/or Substantial or Final Completion will not be met. xv. Design -Builder will review all design documents and Construction Documents relating to constructabiIity and potential conflicts. The purpose of this is to minimize Change Orders due to conflicts in Construction Documents to the greatest extent possible. Design - Builder will review plans and specifications for accuracy and completeness and endeavor to eliminate areas of conflict and overlap in the work to be performed by the various Subcontractors. xvi. Design -Builder will maintain an "Open Book" with Owner and agrees to provide copies of all data, bids, estimates, takeoffs, and any other supporting documentation generated for pricing, products, materials, and schedule analysis. Some forms, formats and procedures may be construed as proprietary and copyrighted material. Although available for review by Owner, said materials such as estimating and project management information written, developed and implemented by Design -Builder shall not become public information. Notwithstanding the foregoing. Design -Builder acknowledges and agrees that information provided to Owner may be subject to disclosure pursuant to the Colorado Open Records Act. B. The Design Completion Phase and Construction Phase, or portions thereof, shall be performed only (i) if the Owner has funds available for specific Work to be authorized, and (ii) to the extent a notice to proceed is issued by Owner to Design -Builder for all or a portion of the Work. C. The "Design Completion Phase" shall include the following Work: 100% Desian Development (timeframe Ju Iv 4.2017 to November 10 2017). Based on the schematic design and partial design development drawings and Owner's written notice to proceed, Design -Builder will proceed with additional design development, to further develop the design, including: a. Site plan; b. Life safety code sheet c. Demolition plans; d. Floor plans of each typical and unique level; e. Building elevations; DBIA Document No. 530 Page 39 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica f. Interior elevations; g. Furniture plans and p rel im i nary fu rniture schedule; h. Typical exterior lighting fixture locations; i. Architectural treatments, including materials palettes and color selections, or allowances where appropriate; j. details of key design elements as required to communicate design intent; k. Building sections; I. 2 Exterior & 2 Interior renderings as required by and prepared during the design process; m. Preliminary designs of building systems included in Design - Builder's scope of services (prepared by Design -Builder's consultants) and coordination with Owner's engineering and other consultants; n. Reflected ceiling plans and typical light fixture locations for common spaces o. Upon issuance of a written notice to proceed by Owner, Design -Builder shall prepare a building permit plan set which shall be used by Design -Builder to obtain building permits from the appropriate governing agencies. ii. Construction Documents (timeframe November 11, 2017 to February 2, 201$). Based on the design development documents, authorized adjustments to the Project Budget, and Owner's written notice to proceed, Design -Builder will provide Drawings and Specifications intended to be used for constructing the Project, including: a. Site plan; b. Life safety code sheet c. Demolition plans d. Floor plans of each typical and unique level e. Building sections and elevations f. Enlarged plans and elevations of special areas where necessary g. Roof and penthouse plans h. Core and shell details and building wall sections i. Finish plans and finish schedules j. Furniture plans and furniture schedule k. Schedules for building doors, hardware and fixtures I. Reflected ceiling plans m. Power and communication (outlet) plans n. Code required signage standards o. Signage and wayfinding p. Project Manual, including General and Supplementary Conditions, General Requirements, and Technical Specifications q. Engineering drawings of systems included in Design - Builder's scope of services (prepared by Design -Builder's Design Consultants) and coordination with Owner's engineering and other consultants r. 2 Exterior & 2 Interior renderings as required by and prepared during the design s. Design -Builder shall submit for the Owner's written approval Construction Documents based on the approved building permit plan set and design development documents. The Construction Documents shall set forth in detail the requirements for construction of the Work. When the Desi gn- DBIA Document No. 530 Page 40 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica Builder submits the Construction Documents, the Design - Builder shall identify in writing all material changes and deviations that have taken place from the building permit plan set and design development documents. Construction shall be in accordance with these approved Construction Documents, upon issuance of a written notice to proceed from Owner, which Owner may issue in its sole discretion. One set of these documents shall be furnished to the Owner prior to commencement of construction. D. The Construction Phase shall be performed only (i) if the GMP Proposal is accepted by Owner and (ii) a notice to proceed is issued by Owner to Design -Builder for all or a portion of the Work. E. The "Construction Phase" shall consist of the following Work: a. The scope of Work associated with the Construction Phase shall be identified as part of the GMP Proposal. F. Notwithstanding anything herein to the contrary, Design -Builder shall be responsible for the completeness and accuracy of the non -design Work and shall correct at its sole expense, all errors and omissions therein. All architectural and engineering services performed by Design - Builder or any of its Design Consultants of any tier shall be performed in accordance with the applicable standard of care. The fact that Owner has accepted or approved any plans, specifications or documents and the Work shall not relieve Design -Builder of any of its responsibilities under the Contract Documents. Design -Builder may use its contingency to remedy omissions in the Work not already paid for by Owner, but only with Owner's prior written approval, not to be unreasonably withheld. In no event shall Owner pay for any Work twice. G. Owner's review and response to, or approval of, any documents, plans, specifications, budgets, schedules or the like, shall not be construed as relieving Design -Builder of its complete and exclusive control over the means, methods, sequences and techniques for executing the Work. DBIA Document No. 530 Page 41 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica :0MOW00 COMPENSATION AND METHOD OF PAYMENT FOR WORK PERFORMED DURING THE DESIGN GMP PHASE A. Compensation and Payment Procedure for Design GMP Phase to date of GMP Proposal. The lump sum price for performing the Design GMP Phase Work is Nine Hundred Eighty -Nine Thousand One Hundred Dollars ($989,100). The lump sum price includes any travel and reimbursable expenses incurred during the Design GMP Phase. Not more often than once a month, Design -Builder shall submit to Owner an invoice for payment signed by a person authorized to sign legal documents on behalf of Design - Builder identifying the Design GMP Phase Work completed as of the date of the invoice, and accompanied by such supporting documentation as Owner may reasonably require. For design services, Owner agrees to pay Design -Builder for services satisfactorily completed within thirty (30) days of receipt of a properly documented invoice. B. Design -Builder's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. No payment by Owner to Design -Builder under the Contract Documents, nor any use or occupancy of the Work or any part thereof by Owner, nor any act of acceptance by Owner, nor any failure to do so, nor any correction of defective Work by Owner shall constitute an acceptance of Work not in accordance with the Contract Documents or a release of Design -Builder's obligation to perform the Work in accordance with the Contract Documents. DBIA Document No. 530 Page 42 Standard Form of Agreement Between owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica Exhibit 3 Payment Procedures A. Payment Procedure after acceptance of GMP Proposal. From the date of written acceptance of the GMP Proposal and only for such Work for which a written notice to proceed has been issued by Owner to Design -Builder, Design -Builder shall submit applications for payment and back-up material (e.g. Subcontractor's invoices, vendor statements and receipts) as shall be reasonably required in accordance with the General Conditions of Contract. Applications for payment must be provided on AIA forms G702 and G703 or similar form which includes the same information as set forth in the G702 and G703 in written or electronic form. These applications shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the application for payment. Applications for Payment will be processed as provided in the General Conditions of Contract. Design - Builder acknowledges that applications for payment and associated back-up materials will be submitted to UMB Bank, National Association and its successors and assigns (together, the "Trustee") in its capacity as Trustee under an Amended and Restated Trust Indenture between Owner and Trustee (the "Indenture") when Owner requests disbursements of funds under the Indenture. B. Progress Payments. Owner shall make monthly progress payments on account of the Contract Price on the basis of Design -Builder's Applications for Payments, as provided below. All progress payments will be on the basis of the progress of the Work. Owner shall have the right to request and inspect supporting documentation for progress payments, including but not limited to receipts and invoices evidencing payments of charges associated with the Work. Supporting documentation shall not be required for any multipliers, markups, or lump sum general conditions agreed to by the Owner and Design -Builder as part of this Agreement. C. The period covered by each Application for Payment shall be one calendar month beginning on the first of each month and ending on the last day of the month. D. Each Application for Payment shall be based upon the unit prices and percentage of completion as set forth in the Contract Price and otherwise in accordance with the Contract Documents. Each Application for Payment shall show actual quantities incorporated into the Project for each portion of the Work as of the end of the period covered by such Application for Payment. E. Prior to Final Completion, progress payments will be in an amount equal to: i. Ninety-five percent of the calculated value of Work completed and materials and equipment not yet incorporated in the Work but delivered and suitably stored, less in each case the aggregate of payments previously made. The withheld percentage of the Contract Price may be retained until the Work is completed satisfactorily and finally accepted by Owner as provided for herein. F. Progress payments and retained funds shall occur in compliance with C.R.S. §24-91-103 and the Contract Documents. Owner shall make payment within thirty (30) days after Owner's receipt of each properly submitted and accurate Application for Payment in accordance with Article 6 of the General Conditions of Contract. G. Owner may withhold from any payments due to Design -Builder, to such extent as may be necessary to protect the Owner from loss, because of defective work or material not remedied or the failure of Design -Builder to carry out the scope of Work in accordance with this Agreement. H. In taking action on Design -Builder's Applications for Payment, Owner shall be entitled to rely on the accuracy and completeness of the information furnished by Design -Builder and shall not be deemed to represent that (i) Owner has made a detailed examination, audit or arithmetic verification of the documentation submitted by Design -Builder; (ii) Owner has made exhaustive or continuous on-site inspections of the Work; or (iii) Owner has made examination to ascertain how or for what purposes Design -Builder has used amounts previously paid on the Contract Price. DBIA Document No. 530 Page 43 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica I. The parties acknowledge that construction of the Project will be performed in various phases, the number and sequence of which shall be determined by design -Builder and Owner. Therefore, the following procedures for acceptance of the Work shall be followed for each phase of the construction. i. Following Owner's issuance of the Certificate of Substantial Completion of the Work in any phase, the issuance of a Certificate of Occupancy from the local jurisdiction for such phase, and Design -Builder's completion of the work on the punch list established pursuant to the Contract Documents, and as may have been supplemented, Design -Builder shall forward to Owner a written notice that the Work in that phase is ready for final inspection and acceptance, and shall also forward to Owner an Application for Payment for such Work including lien releases from Design -Builder and its Subcontractors of any tier for Work performed in such phase. Upon receipt, Owner will promptly make an inspection. When the Owner finds the Work for such phase acceptable under the Contract Documents, Owner will release the retainage held by it in connection with such phase, excepting only the value of the remaining items on the punch list. ii. Upon completion of the entire Work, issuance of a Certificate of Occupancy for the entire Work from the local jurisdiction, and Design -Builder's completion of the work on any punch list established pursuant to the Contract Documents, and as may have been supplemented, Design - Builder shall forward to Owner a written notice that the entire Work is ready for inspection and acceptance and shall forward to Owner an application for final payment. Upon receipt, Owner will promptly make an inspection. When Owner finds the entire Work acceptable under the Contract Documents it will issue a Final Certificate of Completion for the entire Work. In no event shall issuance of a Final Certificate of Completion constitute a waiver of any claims related to deficiencies or defects in the Work. J. Final Payment. Upon final completion and acceptance of the entire Work in accordance with the General Conditions of Contract and Contract Documents, Owner shall advertise the final settlement of the Project, prior to making final payment. Specifically, the final payment shall not be made until after final settlement of this contract has been duly advertised prior to such final payment by publication of notice thereof at least twice in a public newspaper of general circulation published in Eagle County, and a public hearing thereon has been held complying with C.R.S. §3&26-107 with no claims being received. Final payment shall be made in accordance with the requirements of the aforesaid statute. L Owner shall not authorize final payment until (w) all items on any punch list have been completed, (x) Owner has issued a Certificate of Final Completion for the entire Work, (y) Owner has received a Certificate of Occupancy from the local jurisdiction for the entire Work, and (z)completion of those items identified in paragraph J.ii of this Exhibit 3. Upon Design -Builder's satisfaction of such requirements for final payment in connection with the entire Work, Notice of Design -Builder's Final Settlement Date will be published and at least 30 days must have expired with no claims filed. ii. Further, before Owner may advertise, Design -Builder shall deliver to the Owner those items identified in Section 6.7.2 of the General Conditions of Contract and the following: a. Three (3) complete bound sets of required operations and maintenance manuals and instructions; b. Two (2) sets of red -lined as -built drawings and one complete set of as - built drawings in Electronic PDF Format; c. To the extent not already furnished, one copy of all corrected Shop Drawings; d. Satisfactory evidence that all payroll, material bills, and other indebtedness connected with the Work have been paid or otherwise satisfied; and DBIA Document No. 530 Page 44 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica c. Any other documents required to be furnished by the Contract Docum ents. f. design -Builder shall demonstrate to the operating personnel of ECAT the proper operation and maintenance of all equipment installed or furnished under the Contract Documents. M. Upon completion of the foregoing, the Design -Builder's Settlement shall be advertised in accordance with Colorado law. On the date of final settlement thus advertised, and after the Design -Builder has submitted a written notice to Owner that no claims have been filed in connection with the entire Work as advertised, final payment and settlement shall be made for the entire Work. iv. If any unpaid claim for labor, materials, rental machinery, tools, supplies, or equipment is filed before payment in full of all sums due Design - Builder, Owner shall withhold from Design -Builder sufficient funds to insure the payment of such claims, until the same shall have been paid or withdrawn, such payment or withdrawal to be evidence by filing a receipt in full or an order for withdrawal signed by the claimant or its duly authorized agent or assignee. V. The acceptance of final payment, after publication of settlement for the Project, shall constitute a waiver of all Claims by Design -Builder as to the entire Work, except those previously made in writing and separately identified by Design -Builder as unsettled in the final Application for Paym ent. K. Design -Builder's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither the issuance of a certificate of substantial completion, nor any payment by Owner to Design -Builder under the Contract Documents, nor any use or occupancy of the Work or any part thereof by Owner, nor any act of acceptance by Owner, nor any failure to do so, nor any correction of defective Work by Owner shall constitute an acceptance of Work not in accordance with the Contract Documents or a release of Design - Builder's obligation to perform the Work in accordance with the Contract Documents. Notwithstanding anything herein to the contrary, Design -Builder shall be responsible for the completeness and accuracy of the non -design Work and shall correct at its sole expense, all errors and omissions therein. All architectural and engineering services performed by Design -Builder or any of its Design Consultants of any tier shall be performed in accordance with the applicable standard of care. The fact that Owner has accepted or approved any plans, specifications or documents and the Work shall not relieve Design -Builder of any of its responsibilities under the Contract Documents. Design -Builder may use its contingency to remedy omissions in the Work not already paid for by Owner, but only with Owner's prior written approval, not to be unreasonably withheld. In no event shall Owner pay for any Work twice. DBIA Document No. 530 Page 45 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica EXHIBIT 4 INSURANCE AND BOND REQUIREMENTS A. Bonds. Design -Builder shall furnish performance bond and a separate labor and material payment bond on forms acceptable to Owner, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all Design -Builder's obligations under the Contract Documents. In the event of any Change Order resulting in the performance of additional work in connection with the Project, the amounts of such bonds shall be increased by an amount equal to the cost of such additional work or materials or fixtures to be incorporated in the Project. Copies of the bonds shall be provided to Owner and shall name the following as obligees: Owner, Eagle County, Colorado (the "County"), and UMB Bank, National Association and its successors or assigns. These bonds shall remain in effect at least until one year after the date of Final Completion, except as otherwise provided by law. All bonds shall be executed by such sureties as (a) are licensed to conduct business in the state where the Project is located, and (b) are rated with an A+ in Best's Rating Guide and are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. If the surety on any bond furnished by Design -Builder is declared bankrupt, or becomes insolvent, or its right to do business is terminated in any state where any part of the Project is located, or it ceases to meet the requirements of clauses (a) and (b) of the preceding paragraph, Design -Builder shall within five (5) days thereafter substitute another bond and surety, both of which shall be acceptable to Owner. B. Insurance Requirements Design -Builder (including any Design Consultants of any tier and Subcontractors of any tier) shall procure and maintain continuously in effect until all of their obligations have been discharged, including any warranty periods under this Agreement are satisfied, policies of insurance against such risks and in such amounts as are customary for a prudent construction contractor with respect to construction of properties comparable to those comprising the applicable Project, including, but not limited to, insurance against claims for injury to persons or damage to property which may arise from or in connection with the performance of the Work hereunder by the Design -Builder, his agents, representatives, employees, Design Consultants of any tier and Subcontractors of any tier. Without limiting the generality of the foregoing provision, the Design -Builder shall specifically maintain builder's risk insurance, worker's compensation insurance, comprehensive general liability insurance and automobile liability insurance, all on the terms set forth in Sections D and E below The insurance requirements herein are minimum requirements for this Agreement and in no way limit the indemnity covenants contained in this Agreement or the Contract Documents. DBIA Document No. 530 Page 46 Standard Form of Agreement Between Owner and Design -Builder - Cast Plus Fee with an Option far a GMP (0 2010 Design -Build Institute of Am erica Owner in noway warrants that the minimum limits contained herein are sufficient to protect the Design -Builder from liabilities that might arise out of the performance of the Work under this Agreement by the Design -Builder, his agents, representatives, employees, Design Consultants of any tier or Subcontractors of any tier. The Design -Builder shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverages. The Design -Builder is not relieved of any liability or other obligations assumed or pursuant to the Agreement by reason of its failure to obtain or maintain insurance in sufficient amounts, duration, or types. C. General Requirements for All Insurers 1. All insurers must be licensed or approved to do business within the State of Colorado, and unless otherwise specified, all policies must be written on a per occurrence basis. 2. The Design -Builder shall provide the Owner with a Certificate of Insurance evidencing all required coverages before commencing Work or entering the Owner's premises. 3. The Design -Builder shall name the Owner, Eagle County, their elected officials, directors, officers, employees, agents, volunteers and the Trustee as "Additional Insureds" for Work that is being performed by the Design -Builder. The parties agree that this Additional Insureds requirement does not apply to workers compensation coverage or professional liability insurance. 4. Upon request by the Owner, Design -Builder must provide a copy of the required endorsements effecting coverage(s) required by the Agreement. 5. Owner requires that all policies of insurance be written on a primary basis, non- contributory with any other insurance coverages and/or self-insurance carried by the Owner. E. The Design -Builder shall advise Owner in the event any general aggregate or other aggregate limits are reduced below the required per occurrence limit. At their own expense, the Design -Builder will reinstate the aggregate limits to comply with the minimum requirements and shall furnish to the Owner with a new certificate of insurance showing such coverage is in force. 7. Commercial General Liability Completed Operations coverage must be kept in effect for up to eight (8) years after final completion of the Project. 8. Contractors Pollution Liability coverage (including Completed Operations) must be kept in effect for up to eight (8) years after final completion of the Project. 9. Design -Builder's Design -Build Professional Liability (Errors and Omissions) policy must be kept in effect for up to eight (8) years after final completion of the Project. 10. Certificates of insurance shall state that on the policies that the Owner, Eagle County, their elected officials, directors, officers, employees, agents, volunteers, and the Trustee are required to be named as Additional Insureds, the insurance carrier shall provide a minimum of 30 days advance written notice to the Owner for cancellation or non -renewal of the policies required under the Agreement. On all other policies it is the Design -Builder's responsibility to give Owner 30 days' notice if policies are cancelled or non -renewed. However, in those situations where the insurance carrier refuses to provide notice to Owner, the Design- DBIA Document No. 530 Page 47 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica Builder shall notify Owner of any cancellation, non -renewal of any insurance within seven (7) days or receipt of insurer's notification to that effect. 1 1 . The Design -Builder agrees that the insurance requirements specified in the Agreement do not reduce the liability the Design -Builder has assumed in the indemnification/hold harmless section of the Agreement and General Conditions of Contract. 12. Failure of the Design -Builder to fully comply with these requirements during the term of the Agreement may be considered a material breach of Agreement and may be cause for immediate termination of the Agreement at the option of the Owner. The Owner reserves the right to negotiate additional specific insurance requirements at the time of acceptance of the GMP Proposal. 13. Upon request, Design -Builder shall provide a copy of the actual insurance policy and/or required endorsements required under this Agreement within five (5) business days of a written request from Owner. Non -Waiver The parties hereto understand and agree that the Owner is relying on, and does not waive or intend to waive by any provision of this Agreement, the monetary limitations or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act, as from time to time amended, or otherwise available to Owner or its elected officials, employees, agents, and volunteers. Mutual Cooperation Owner and Design -Builder shall cooperate with each other in the collection of any insurance proceeds which may be payable in the event of any loss, including the execution and delivery of any proof of loss or other actions required to effect recovery. Acceptability Of Insurers Insurance is to be placed with insurers duly licensed or authorized to do business in the state of Colorado and with an "A. M. Best" rating of not less than A - VII. Owner in no way warrants that the above -required minimum insurer rating is sufficient to protect the Design -Builder from potential insurer insolvency. Additional Insured Requirements On insurance policies where the Owner, Eagle County, their elected officials, directors, officers, employees, agents, volunteers, and the Trustee are named as additional insureds, Design -Builder shall name such parties as additional insureds as their respective interests may appear to the full limits of liability purchased by the Design -Builder even if those limits of liability are in excess of those required by this Agreement. D. Coverages and Limits of Insurance Design -Builder shall provide coverage with limits of liability not less than those stated below. An umbrella and/or excess liability policy may be used to meet the minimum liability requirements provided that the coverage is written on a "following form" basis. DBIA Document No. 530 Page 48 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 1. Commercial General Liability— Occurrence Form —ISO CG 0001 or equivalent. Coverage to include: • Premises and Operations • Explosions, Collapse and Underground Hazards • Personal /Advertising Injury • Products / Completed Operations • Liability assumed under an Insured Contract (including defense costs assumed under contract) • Independent Contractors • Designated Construction Projects(s) General Aggregate Limit, ISO CG 2503 or equivalent • Automatic Additional Insured Endorsement, Owners, Lessees or Contractors, ISO Form 2038 or equivalent • Additional Insured—Completed Operations Owners, Lessees or Contractors Endorsement, ISO CG 2037 or equivalent o Completed Operations coverage must be kept in effect for eight (8) years after Project completion ■ The policy shall be endorsed to include the following additional insured language on the Additional Insured Endorsements specified above: Owner, Eagle County, their elected officials, directors, officers, employees, agents, volunteers, and the Trustee as additional insureds as their respective interests may appear with respect to liability and defense of suits arising out of the activities performed by, or on behalf of the Design -Builder, including completed operations. Minimum Limits: General Aggregate $10,000,000 Products/Completed Operations Aggregate $10,000,000 Each Occurrence Limit $10,000,000 Personal/Advertising Injury $10,000,000 Fire Damage (Any One Fire) $ 50,000 Medical Payments (Any One Person) $ 5,000 2. Automobile Liability Bodily injury and property damage for any owned, hired, and non -owned vehicles used in the performance of this Contract. Minimum Limits: Bodily Injury/Property Damage (Each Accident) $ 1,000,000 3. Worker's Compensation and Employers' Liability a. Policy shall contain a waiver of subrogation in favor of the Owner. DBIA Document No. 530 Page 49 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica b. This requirement shall not apply when a Design -Builder or Subcontractor is exempt under Colorado Workers' Compensation Act., AND when such Design -Builder or Subcontractor executes the appropriate sole proprietor waiver form. Minimum Limits: Coverage A (Workers' Compensation) Coverage B (Employers Statutory Liability) $ 1,000,000 $ 1,000,000 $ 1,000,000 4. Professional Liability The Design -Builder shall maintain Professional Liability covering wrongful acts, errors and/or omissions, including design errors, if applicable, for damage sustained by reason of or in the course of operations under this Agreement resulting from professional services provided by the Design -Builder or its Design Consultants as part of the Agreement. Policy/coverages shall be amended to include the following: a. Coverage shall apply for eight (8) years after Project is complete. b. A Waiver of Subrogation in favor of the Owner shall apply c. Policy is to be on a primary basis; if other professional coverage is carried. Per Loss/Claim $ 5,000,000 Aggregate $ 5,000,000 Professional Liability (Errors and Omissions Liability) for Sub -consultants In addition to the insurance requirements for Design -Builder and the Design Consultants set forth above, sub -consultants (including but not limited to, structural, civil, mechanical, plumbing, electrical engineering, landscape architecture, survey, geotechnical and materials testing, and all other registered consultants) are required to carry Professional Liability insurance as follows.- Major ollows:Major Sub -consultants (Structural, civil, mechanical, plumbing, electrical engineers) Per Loss/Claim $ 1,000,000 Aggregate $ 1,000,000 DBIA Document No. 530 Page 50 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica design -Builder and each of its design Consultants of any tier shall each maintain and provide proof of professional liability coverage to owner in the amounts and meeting the requirements set forth herein. S. Contractors Pollution Liability Owner requires this coverage whenever work at issue under this Agreement involves potential pollution risk to the environment or losses caused by pollution conditions (including asbestos) that may arise from the operations of the Design -Builder described in the Design Builders statement of Work. Policy shall cover the Design -Builder's completed operations up to eight (8) years after project final completion. Coverage shall apply to sudden and gradual pollution conditions resulting from the escape of release of smoke, vapors, fumes, acids, alkalis, toxic chemicals, liquids, or gases, natural gas, waste materials, or other irritants, contaminants, or pollutants (including asbestos). If the coverage is written on a claims -made basis, the Design -Builder warrants that any retroactive date applicable to coverage under the policy precedes the effective date of this Agreement; and that continuous coverage will be maintained or an extended discovery period will be exercised for a period of eight (8) years beginning from the time that Work under this Agreement is completed. a. The policy shall be endorsed to include the following as Additional Insureds: Owner, Eagle County, their elected officials, directors, officers, employees, agents, volunteers, and the Trustee as additional insureds as their respective interests may appear with respect to liability and defense of suits arising out of the activities performed by, or on behalf of the Design -Builder, including completed operations. Minimum Limits: Per Loss $ 5,000,000 Aggregate $ 5,000,000 E. Builder's Risk Insurance Requirements — Completed Value Basis Contractor shall purchase and maintain Builders' Risk Insurance in the amount of the initial Contract Price, plus value of subsequent modifications, change orders, and cost of material supplied or installed by others, comprising total value of the entire Project at the site on an actual replacement cost basis. Following terms to apply: 1. Policy will provide coverage from the time any covered property becomes the responsibility of the Design -Builder, and continues without interruption during construction, renovation, or installation, including any time during which the covered property is being transported to the construction installation site, or awaiting installation, whether on or off site. DBIA Document No. 530 Page 51 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica 2. Such Builders' Risk Insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made or until no person or entity other than the Owner's has an insurable interest in the property to be covered, whichever is later. 3. The Builders' Risk insurance shall include interests of the Owner, Eagle County, and the Trustee, the Design -Builder, Subcontractors, sub -tier contractors and Design Consultants of any tier involved in the Project. 4. The Builders' Risk Coverage shall be written on a Special Covered Cause of Loss form and shall include theft, vandalism, malicious mischief, aircraft, vehicles, boiler explosion, smoke, collapse, false -work, temporary buildings, transit, debris removal including demolition, increased cost of construction, architect's fees and expenses, flood (including water damage), earthquake, and if applicable, all below and above ground structures, piping, foundations including underground water and sewer mains, piling including the ground on which the structure rests and excavation, backfilling, filling, and grading. The Owner at its option may include Delay In Opening Extension and Soft Costs. 5. Equipment Breakdown Coverage (a.k.a. Boiler & Machinery) shall be included as required by the Contract Documents or by law, which shall specifically cover insured equipment during installation and cold testing. 6. The deductible shall not exceed $50,000 and shall be the responsibility of the Design -Builder except for losses that involve such perils as flood (as defined in the policy), earthquake, windstorm, tsunami, volcano, etc. and other losses outside of Design -Builder's control. 7. Loss Payable Clause — Loss, if any, shall be adjusted with and payable to the Owner or on their order. DBIA Document No. 530 Page 52 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica EXHIBIT 5 GMP PROPOSAL DBIA Document No. 530 Page 53 Standard Farm of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP ,�) 2010 Design -Build Institute of America Eagle Airport GMP Proposal Tab 1 Exhibit 5—GMP Proposal Exhibit 1.01 Project Organizational Chart Exhibit 1.02 Contact List Tab 2 — Contract Documents Exhibit 2.01 Basis of Design Exhibit 2.02 Document Log Exhibit 2.03 Electronic Documents — Link to drawings Exhibit 2.04 Room Finishes and Door Hardware Matrix Tab 3 — Schedule Exhibit 3.01 Master Project Schedule (Revised 812812017) Exhibit 3.02 Temporary Phasing Plan (Revised 8/30/2017) Tab 4 — Proposal Considerations Exhibit 4.01 Design -Build Responsibility Matrix Exhibit 4.02 Special Warranties List Exhibit 4.03 Special Systems Matrix Exhibit 4.04 Alternates Exhibit 4.05 Cash Flow Analysis and Projected Billing Curve Tab 5 — Estimate Exhibit 5.01 Executive Summary and Comparison from Cost Model (Revised 813012017) Exhibit 5.02 Clarifications and Assumptions Exhibit 5.03A UniFormat Summary Exhibit 5.036 Bid Package Summary Exhibit 5.04A UniFormat Estimate Detail Exhibit 5.048 Bid Package Estimate Detail Exhibit 5.05 Proposal Summaries Exhibit 5.06 Preconstruction & Design Estimate Exhibit 5.07 General Conditions Estimate Exhibit 5.08 Temporary Phasing Estimate (with detail estimate) Exhibit 5.09 Allowances Exhibit 5.10 Hourly Rates and Unit Prices (HP Staff / Craft Rates Only) Tab 6 — Trend Log Exhibit 6.01 Trend Log HENSEL PHELPS August 18, 2017 Plan. Build. Manage. Eagle Airport GMP Proposal EXHIBIT 1.01 Project Organization Chart HENSEL PHELPS August 18, 2017 Plan. Build. Manage. Exhibit 5 - GMP Proposal Documents Sector Breakout New Concourse TSA PBB Concessions Site Program Temp Construction Preconstruction & Design Estimate Exhibit 5.06 (NTP ], 2) ECAT- Hensel Phelps Design -Build Contract DB1A 530 & 535 Contract Documents Exhibit 2.01-2.04 General Conditions Estimate (L 'imp Sim) Exhibit 5.07 Design Build Responsibility Exhibit 4.0] (NTP ], 2, 3) GMP Estimate Executive Summary Exhibit 5.0]-5.04 Temporary Phasing Estimate (Cast Plus Fee) Exhibit 5.08 Schedule Exhibit 3,01, 3.02 Proposal Summaries Exhibit 5.05 Special Warranties Exhibit 402 Special Systems Exhibit 4.03 (new) Alternates Exhibit 4.04 Cash Flow & Project Billing Exhibit 4.05 Subcontracts & Vendors (Futire) AllowancesI I Trend Log Exhibit 509 Exhibit 601 HEHSEL PHELPS Plan. Build. Manage. World -Class Innovators. Landmark Buildings. Inspiring Perfermanre.FLYVAIL: m v E 0 ac ca 0 cc W L7 W N J W a� J W U] Z — W .0 or C? c Es .CD O C CD 12 n Eagle Airport GMP Proposal EXHIBIT 1.02 Contact List HENSEL PHELPS August 18, 2017 Plan. Build. Manage. EAGLE AIRPORT TERMINAL EXPANSION Updated 08. 15.2017 CONTACT LIST POC NAME ORGANIZATION TITLEIROLE OFRCE PHONE CELL EMIL Project Ow - "n Trm Ea0a Gaurty Interim County Manager 970-328-W85 970-328-8699 biyanketQeaqecaM us X Rick ilium Eade Gatrkty Facilities Director 9703288780 970471-0439 rick.Lillom0eadecounty..us Kristin Degenihard Ea0a Gaurty Project Coordinator 9703283457 970471.2320 kristin. enhard co .us X I KIP Tuner EOE A- k Avation hbnaWr Id .lirrne ecan .us copy Alex Everman EGEAWrl: Interim Diectorof Aviation 970-328-2680 719-2381116 alexander.everman ccu .us Andy Solsvig EOE A- k Asacant Aviation Director 9703282649 970-987.2499 .sols - eco .us Erin Duffy EGEAipod Admitctrativahb r 970-328-2649 970471-8690 erin.d ciao .us Deeigh-BUlder-han-1 Phdps WD4t52.8%6 Grant Lehant Hensel Phelps Operations Manager 970.346.7283 303.884. W55 GLebahndDhervselnheb s.can X Larry Thomas Hensel Phelps Developmen Merger I Design Maghager 970.346.7352 970.301 .6624 LThoma hensel he s.can Jordan Kragair Hensel Phelps Pr*d d Mana rat rehems. can Corey S Hensel Phells Project Supemtendmi: Copy Kyle Bonde Hensel Phelps Estimator 970-346.7489 507-323-5672 KBoncleahenselphelps.com Ardtteur e43onslor 303.595A5B5 Brent Mather Gensler Principal In Charge 303-893-7186 303478-4616 hrert matheB2gervslff..com X Adam Am bra Gensler Sema Associate 3D3-893-7160 303-89&9478 Adam AmbrogDoenslercom Copy Jonas Phiipsen Gensler Senior Associate 303-893-7175 512-825.4876 m1as vhilivsenmensler.can Copy Kyle Schraeder Gensler Associate 303-893-7123 720-280-5665 We schraederrnier.can Amy Siegel Gensler Associate 303-893-7196 720443-9739 am s Ier.com Copy Sarah Marven Gender Associate I Exterior 303-893-7109 Saran Marven sler.can Brian Kato Gender (303) 893-7164 Brian Kat ens er.can Rebekah Wageniiiir Gensler Rebekah Wa ler.mn Copy Luis Menendez Menendez Aichitects Ardhteol 970-644-4851 LAMdWenendezaithitects.com Shnxtural Engineer X Kelley Krwwels Martin and Martin Struchral Engineer 303431-6100x442 kknawle,sRmadinm artin. can Copy Timothy J. Lack Martin and Martin Struchral Engineer 3D3431-6100 (303) 883.8577 tlack�martirvnaitin.cem D -B Macharical Contractor X Cie Huddestcn M -Tech PreconManager 970-215-6584 CHLKlcIe,storwfDmtechu.wm Copy Stephen Haines M -Tech Engineering Manager 303$02-8525 720-633-3522 shrene mtec .coon Copy Greg Brhitr M -Tech 303 598 0549 GBrblhtz tact .cam M -Tech Da Electrical Contractor Pete Pamgren Emcee Eleotrin Director of Colorado Mourdtairm 970.949.9277 970471-0015 X Arnie Helsing Emcee Electric Amie.Hely EmoreEledbrk.can Copy Tim Cohn Emcee Electric Preco nstruction Manger 720-279.5727 303-809-4170 tin. ochnWncoi,eeleeftmcom Copy Emily Royal 303.278.3620x5435 316.467.7762 emr h rid scan Da Fire Protection Contractor Copy Ha:y 14 -2u aP Nokhhat President 303433.3229 hnothhre rwlhhaR.can X NickNcihhat Nokhhat Design Contact 720-650-4950 rrwlhha rwlhhaR.can D -B Elevators and Escallators X Chris Pe - 9ge• Thyssen"p Sales 720.274.3494 r7riS err h s wyn.com D -B Nicrc Piles Copy John Hart Gogom & Sons Engineer 303.791 .9911 co -rnsandsans.can Lind E X Mat Gibreatlh JvWion Project Engnier 303-544.6522 matt.gilbreaAhdWation.can Mike 4um JvWion Pr*d ct iheer 303-624-3030 970-355-9446 mike.aunrwffAviation.com Copy Andy Remstad JvWion Architect 303.524.3030 .Rams - icn.com Jason %nnrizi JvWion Associate Principal 303-624-3025 303957-7581 Jason. Viria -viatim.can Passafger 11—rang alidge- Bads of Design X Atif R¢vi BNP Associates Senior Project Manager, EE +1 [720) 374-4930 630.709.9603 atiii - h associates.com BmdrFir a e Steve Horton Lebowit-Horton 303-773-6761 303-886-2799 SteveH Ieihowitz-hxrton. cam Mcnica Wedde Lebamtz-Heston 1 1 1281-92,&---4)49 1 moricawyWeib owit -h odon.cam FXTIKdfin Bagirig Howard-Tatbolt Eade County 1970 328 3573 kdtrh.hewaidtal ecounl .us Eagle Airport GMP Proposal EXHIBIT 2.01 Basis of Design HENSEL PHELPS August 18, 2017 Plan. Build. Manage. EAGLE COUNTY REGIONAL AIRPORT Concourse Addition and Renovation Basis of Design Abstract The scope of this package would be to demolish the existing type V concourse to the north side of the Airport building and replace it with a new concourse of type III B construction ISSUED FOR. Schematic Design June 30, 201 7 Annotated for GMP Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Eagle County Regional Airport Project Description............................................................................. 4-3 Program - confirmed by County on May 03, 2017............................................................................ 4-3 Code.................................................................................................................................................................... 4-3 Site....................................................................................................................................................................... 64 BuildingElements......................................................................................................................................... 64 Roofing.............................................................................................................................................................107 Conveying and Vertical Transportation..............................................................................................1119 Stairs: ................................................................................................................................................................ 11-9 Passenger boarding B ridges.................................................................................................................134-9 FinishesAnterior......................................................................................................................................144-1- ConcessionProgram................................................................................................................................184-4 Signage/Wayfinding (Scope is identified in Owners Program allowance) ........................ 214 StructuralSystems........................................................................................................................................ 234 Steel Structure - Purpose of Report................................................................................................... 234 Reference Documents............................................................................................................................. 234 Design Codes and Code Analysis........................................................................................................ 234-9 Concrete Mix Requirements................................................................................................................. 234-9 DesignLoads............................................................................................................................................... 242-9 Load Combinations and Combination Factors.............................................................................. 2624 Materials and Resistance Factors....................................................................................................... 2724 SteelStructure........................................................................................................................................... 282 UltimateLimit States............................................................................................................................... 30"L& Serviceability.............................................................................................................................................. 302-6 Structure Design Description......................................................... Design Criteria - ConstructabilU...................................................................................................... 332-9 Building Site and Systems............................................................. ............................................................. 342 MechanicalSystems................................................................................................................................. 342 11 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel PlumbingSystems.................................................................................................................................... 3631 ElectricalSystems..................................................................................................................................... 39-3-3 Pr -9 gr-a.m. _ cenfirmed by Geiini-y ren AIT oar 03 20"I 7 3 C-. Ad 3 Site n 2 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel 3 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Eagle County Regional Airport Project Description The project includes the demolition and replacement of the existing Eagle County Regional Airport concourse with a new structure consisting of 6 gates [4 served by passenger boarding bridges], holding rooms, restrooms, conveyances, and core shell space for future concessionaire spaces [build out by others], support services, and security space all totaling approximately 63,000 square feet at 217 Eldon Wilson Road, Gypsum, C0 81637. Program - confirmed by County on May 03, 2017 Code • 6 gates total. • 4 gates up with jet bridges • 2 ground loaded at -grade to east of security • $31.5M construction budget not including FAA paving buy-back The scope of this package would consist of the demolition of the existing type V concourse to the north side of the building and replace it with a new concourse of type III B construction [per the 2 015 IBC]. In addition, we would propose the entire airport building be re-classified as construction type III B. The original Terminal construction [1996] is of type IV and fits within the type III B construction type as this portion of the building has no load bearing or rated exterior walls. This is also the case for the Terminal expansion [2001]. The addition of the Baggage building [2007] is of type II construction but is a metal frame with no loadbearing or rated exterior walls. This too would fit under a type III B construction type. The remaining type V-1hr area will be entirely internal to the building and is non-loadbearing [not requiring a rating] and meets Section 602.3 Type III, construction. Due to separation distance around the Airport building being more than 60 feet and the construction Type III -B, the only rating required by Chapter 6 of the 2 015 IBC is for loadbearing exterior walls to be 2 hour. The building will be a steel frame building with no loadbearing exterior walls. Additionally, with the fore mentioned criteria the project will be designed to be able to use of Chapter 4's special detailed requirements based use and occupancy for the Covered Mall designation. The building is under 3 floors, maintains 60 feet of open 4 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel space on all sides and will be fully sprinklered and meet all other applicable requirements. 5 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Site All the criteria stated above is per the 2015 IBC and needs to be vetted with the Town of Gypsum, who is currently under the 2003 IBC and 2008 NEC, and the airports guidelines that reference same, but include a stipulation to fallow the 2009 IECC. Site impact will be, attempted to be, maintained as minimal considering the Airport Apron has recently been replaced with FAA funds that will need to be paid back is removed. The site impacts will consist of the fallowing: • The removal of the existing building including the removal of the existing slab on grade and back fill. The area will need to be regraded at areas where defined as GSE under the building to align with existing grades. • To facilitate the new building and the generator- move the west fence will need to be adjusted • The existing west GSE [Ground Service Equipment] power and staging will be dispersed to the east of the construction, the far west [past existing D1 position] and beneath the new concourse building. • Airplane positions D1 and D2 [deicing positions] will be relocated by the owner • Protection of the building structure and level 1 walls from GSE equipment by use and location bumper rails or airport approved methods. Scope of this project will include restriping the revised layout of 6 Airplane parking positions, four of which will be provided with passenger boarding bridges. One will require a fixed link to connect the concourse and the passenger boarding bridge. Coordination of the building foundations as well as the fixed link and PBB foundations will need to be coordinated in the site. Due to the proximity of the airplane parking positions to the taxiways T0FA [Taxiway Object Free Area] it has been discussed with the owner and agreed that the tug path can circulate behind the aircraft as long as the tugs give the airplanes the right of way. Building Elements 6 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel The products listed are a Basis of Design. Other Products may be used substituted if the quality and warranty of the martials used are equivalent. The owner shall have the right to direct alternate products as acceptable. Exterior cladding MP -1: Standing Seam Metal Panel [Also see roofing section bellow] See "Sloped Raaf Assembly" below Panel width: 24" wide panels Seam height: 2" high seams Attachment type: Mechanically fastened or Manually Crimped MP -2: T_enderizze Factory Painted Batten Metal Panel Used on walls Calor: Kvnar finish to match steel panel with phosphate coating for Natural patina Panel width: as selected from manufactures standard widths Batten width/depth: 1.5x1.5 battens Attachment type: concealed fasteners MP -3: Aluminum Composite Metal Panel Cladding Used on walls Calor: Black [painted] aluminum panel Panel width: as selected from manufactures standard widths Batten width/depth: as selected from manufactures standard profile Attachment type: concealed or exposed fasteners MP -4: Accent Metal Areas Walls at Entries [gates 5 & 6] Extended frame around holdroom windows [Eyebrow surround] Metal framing with aluminum break -metal cladding with multi facet profile Calor: match composite wall panel Fascia - to match roof Break -metal cladding with multi facet profile Calor: to match roofing material Soffit material - flat panel sections to match roof panel widths and attached to fallow roof slope Match fascia metal 7 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Calor: to match roofing material MAS -1: Ground face concrete masonry unit Calor as selected farm manufactures full line. STN -1: Limestone and/or Colorado Flag stone monolithic - sizes vary no smaller than 3'-0"x 3'-0, Buff Glass and Glazing Systems Glass to be tempered due to proximity to walking surfaces per IBC. Glass is to heat treated [heat soaked] if units are over 35 square feet. Spans are 10'-0" at 30 psf. Mullions spaced at 5'-0" o.c. AL -1: Storefront Glazing System (U -Value .45) Basis of Design: Arwadia n, ..+ Line! T -G tion Thiele ,. a4l; Size. 12 S„ ., ti S„ 4_1t_e r.,+., Dr -Aa,,.-+: Kawneer, or equal Product Line: Trifab 451, T thick wall; Size: 2" x 4.5" AL -2: Curtainwall Glazing System [SSG Joints, , U -Value .45], Spans and shape vary, but assumptions are horizontal spacing at 6'-0" o.c., and a max height of 2 3'-0" [system to be provided without wind girts] Basis of Design: Kawneer, or equal Product Line: Trifab 451, T thick wall: Size: 2" x 4.5" MC: Extended mullion cap as selected from manufacturers standard shapes. Color and finish to match storefront/curtainwall. Glass Specification: Basis of Design: Solarban 60, or equal; U value = 0.29; Solar Heat Gain Coefficient = 0.38 441tee .r.,+., p .,duets! r_,,.,,.a;.,r c„rr_,,.,,..7 CATV. 8 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Weather barrier system Exterior use under finish cladding system Fluid Applied Air Barrier Basis of Design: Dow Corning® DEFENDAIR 200 Alternate Product: DuPont'" Tyvek® Fluid Applied WB Mechanically applied Air and Water Barrier Basis of Design: DuPont'" Tyvek® C ommercialWrap 0 Alternate Product: THERMAX XARMOR` [ci] Exterior Insulation [to be reviewed as a system] Continuous insulation Energy code requires a continuous insulation to be provided on the exterior of the building [climate zone 6B requires R-7.5 ci minimum, to allow for the connection of material with fasteners provide R-10 ci] Rigid insulation [EA -1 thru EA -5] Basis of Design: Owens Corning FOAMU LAR® 250 rigid insulation @ 2" for R-10 Alternate Product: THERMAX XARMOR` [ci] Exterior Insulation @ 1.55" for R-10.1 Sheathing Exterior type X sheathing Gypsum exterior sheathing [EA -1 thru EA -5] Basis of Design: Owns corning Dens glass gold - 5/8" Alternate Product: THERMAX XARMOR` [ci] Exterior Insulation Framing Light gage metal framing for non -load bearing walls will consist of nominal stud sized. Cold rolled and structural metal framing will be provided by structural or provided by design build correctors sub as a differed submittal. Structural metal framing will be for support of the wall it serves or the elements within the wall. At no time will. the exterior wall be load bearing to maintain Type III -B Construction type. 9 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Insulation Wall cavity batt insulation will consist of a minimum R-13 batt in exterior walls [At 6" metal stud walls, increase batt insulation to fill cavity, R-19]. Provide acoustical sound Batts at restroom walls, pet relief, family restroom, nursing roam, concession, and tenant dividing walls [also to be rated to 1 HR to ceiling per IBC Mall provision]. Roofing Flat Roof Assembly RF -1: TP❑ [white] roofing membrane Cover board as required by roofing manufacturer Min R-20 [2009 IEC C), 100 psi, continuous insulation [ci] with additional tapered insulation to drains or scuppers [R-30 if 2015 IECC] 3" Classified Steel Deck [Refer to Structural section] Fastener [per manufacturers requirements] Slopped Roof Assembly RF -2: Standing seam metal roof. Color: Berrage Black [Alt to match RAL to Berrage black] Panel width: 24"; Seam height: 2" high; Attachment type: concealed Ice and water shield Min. 5/8" Nail base decking Basis of Design: DensDeck Roof Board Alternate Product: U SG Securock® Brand Glass -Mat Roof Board Min R-20, 100 psi continuous insulation [ci] tapered to drains or scuppers [R-30 if 2015 IECC] ALT: Thermax Heavy Duty to meet R value Vapor Retarder 3" Classified Steel Deck [Refer to Structural section] Roof Accessories: Fastener [per manufacturers requirements] Snow fences - Non-structural fences from roofing manufacturer 1O1Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Snow cleats if preferred by owner Heat trace at eaves to minimize the buildup of icicles Basis of Design: Raychem - concealed de-icing system installed at fascia of roof at eave Alternate product: Gutters [not preferred by owner] with internal heat trace Conveying and Vertical Transportation Elevators: Must meet Colorado elevator code for stretcher requirement. Elevators will be offset doors [not centered on cab]. Provide interior cab protection pads for both cabs [to protect during concessions deliveries], 1 set. Basis of Design: Twin past 1 stage electric elevator - 3500 lb. capacity and 150 fpm Alternate product: Hole less hydraulic - 3500 lb. capacity and 150 fpm [KONE, TKE] Doors and Jambs: Stainless steel jambs and doors for durability. Provide interior call buttons on one side of elevator door. Cab finishes: Glass and/or stAt.-less stooistainless-steel wall panel. Ceiling finish: manufacture standard ceiling finish and lighting, stainless steel. Flooring: Provide allowance of $7/sf material only for wall field tile. Escalators: Stairs: Basis of Design: Commercial duty to heavy duty, 3 2 -inch Step width, and 10 0 fp m Baluster: Basis of Design: 40 -inch -high tempered glass balustrade Shroud: Basis of Design: gypsum wall board shroud [alternate framing to be provided to no bear on escalator trusses. Obtain approval form escalator manufacture to clip framing to trusses] Stair 1, 5 and 6 [Exterior �",rest= stairs, serving level 2 egress. and exterior stairs on level 1] 111 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Basis of Design: Stool stair (painted) w/ ce nerete filled non treads And landings "'*erste .,,..,d11et! Steel stair with grated, slip resistant treads and landings Stair Railings: Basis of Design: Painted Steel and � .. errr�er��rna�e�r��rer�rrrr�rn All handrails p aint -d !! Stair 2 [West side stair near restrooms, BOH stair] Basis of Design: Steel stair- rpaiiAed) w/ pr -e .ast eein-er--ete t,..,aas &H --a landings Alternate nr,- r-ftl -t; Steel stair [painted] w/ concrete filled pan treads and landings All handrails painted stai:nl ess steel [1-1/2" OD] Stair 3 [8 foot stair between escalators] Basis of Design: StainlesssSteel stringers with architectural precast concrete treads and landings with integral slip resistant nosing per code Stair Railings: Basis of Design: Glass, with Stainless steel accessories. All handrails stainless steel [1-1/2" OD] aeeessor-ies Stair 4 [serving hHoldrooms 4 on second level to dawn to hold -roams 5 and 6 on first level] Basis of Design: Painted steel stingers,sSteel risers, with Precast treads with integral slip resistant nosing per code ic AGd_P 12 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Stair Railings: Basis of Design: Glass, with Stainless steel accessories. All handrails stainless steel [1-1/2" OD] accessories Guardrails: CLocated at the ton of stair 3 /escalators as wells as at the ton of stair 4 To Match railing type selected above... Basis of Design: Glass boarding Bridges (Scope is identified in Owners Program allowance) [Refer attached "TECHNICAL SPECIFICATION; Passenger Boarding Bridges", Exhibit -01, for additional information] Scope includes Passenger Boarding Bridges (PB Bs], Fixed Walkways and New 400 Hz Ground Power Units. Doors at concourse access to PBB's should be assumed as 3'-6" x 7'-2" hollow metal doors, painted. Gate 1- PBB Model: AT3 72/150 or TB 45/21.0 - 3 -Min/Max limit [center of rotunda to center of cab] = 64'/135.7'. New by PBB contractor, with a new foundation and new 55' exterior fixed walkway. [2] 20' declines at 1:12 slope. -MBA 56 minimum, or larger required. -400Hz Aircraft Ground Power; 90 kVA Minimum 60'-0" cable length; A/C Cables and Hoist [1] with Remote Controls and PBB Interlock. [PBB shall be furnished with connection paint and PBB control circuit for interlock] Gate 2- PBB Model: AT3 72/150 or TB 45/21.0 - 3 -Min/Max limits [center of rotunda to center of cab] = 64'/135.7'. -MBA 56 minimum, or larger required.re -400Hz Aircraft Ground Power; 90 kVA Minimum 60'-0" cable length; A/C Cables and Hoist [1] with Remote Controls and PBB Interlock. [PBB shall be furnished with connection paint and PBB control circuit for interlock] 13 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Gate 3- PBB Model: Gate 1- PBB Model: AT3 68/144 or TB 43/20.5 - 3 -Min/Max limit [center of rotunda to center of cab] = 60'/129'. -MBA 56 minimum, or larger reauired.fequ4ed-. -400Hz Aircraft Ground Power; 90 kVA Minimum 60'-0" cable length; A/C Cables and Hoist [1] with Remote Controls and PBB Interlock. [PBB shall be furnished with connection paint and PBB control circuit for interlock] Gate 4- PBB Model: Gate 1- PBB Model: AT3 65/133 or TB 41/19.5-3 equivalent -Min/Max limit [center of rotunda to center of cab] = 60'/129'. -MBA 56 minimum, or larger reouiredyequ4ed-. -400Hz Aircraft Ground Power; 90 kVA Minimum 60'-0" cable length; A/C Cables and Hoist [1] with Remote Controls and PBB Interlock. [PBB shall be furnished with connection paint and PBB control circuit for interlock] Finishes/Interior Ceilings: Areas as indicated on drawings as CLG-#. CLG-1: Wood slat ceiling will. b -Ae'r p4pgI. hP44;ra [public, front of house spaces]. Provide allowance for necessary primary access panels as required for accessing above ceiling. CLG-2: Gyp board, painted [Flat finish] CLG-3: 2x2 lay in ceiling with concealed spine. At existing building lay in ceiling ceilings adjacent to new, replace existing to match new. Basis of Design: Armstrong Lyra Square Tegular 8356 PB w/ foil backing by manufacturer. NRC 0.95 min; CAC 26min, AC 190min. Grid: Armstrong Interlude HRC XL 9/16" grid in blizzard white. Provide Axiom transition 7901 at perimeter. CLG-4: Open or exposed to structure typical at BOH spaces unless noted otherwise 14 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel CLG-5: 2'x4' washable ceiling [kitchen area] Provide first lay in ceiling with ceiling tile and grid suitable for kitchen applications. Provide accessories and sealed joints at walls to meet health department reequipments. Walls: Areas as indicated on drawings as WF-#. Wall bases to be indicated as B-#. WF -1: Wall above porcelain tile to be fabric wrapped acoustical panels. Custom size to align with tile joints below. Substrate to be rigid fiberglass care. Provide allowance for $45/yd. material cast for fabric. Provide allowance for backing fabric if necessary. WF -2: Large format porcelain tile 2'x 4'. Tile to run horizontally. Provide Schluter Jolly transition strip at tap of tile and outside [1ieldir"J&I l WF -3: Porcelain tile to 5' at all walls in restrooms. Accent tile, floor to ceiling, along vanity walls, $15/sf material only for wall field tile Provide allowance of $7/sf material only for wall field tile. Provide Schluter Jolly transition strip for outside corners and Schluter Dilex-AHK for where wall tile meets floor tile and wall transitions /corner transitions. WF -4: Gypsum board, painted [primary use is BOH] WF -5: Full height Fiber reinforced panels Provide first 4' run horizontal, rest of wall run vertical, with accessories and sealed joints to meet health department reequipments. Wall bases to be indicated as B-#. B-1: Rubber base; Rubber base, 4"H straight base, rolled goads. Calor as selected from manufacturers full range. B-2: Porcelain tile Provide Schluter Dilex-AHK for where wall tile meets floor tile and wall transitions corner transitions. B-3: Porcelain cave the base [schluter transition from wall to floor tile to not limit selections in floor/wall tile.] 15 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel B-4: Radiator Fin -tube shroud w/ applied rubber base adhered metal in toe kick. B-5: 8" clay cove quarry tile With sealed grout to meet health department requirements. Door and Frames: Areas to include doors and frames in all areas indicated on drawings as WF-#. HM -1: Hollow metal door and frame. Provide power to frame for security and electric strikes HM -2: Solid core wood door with Hollow metal frame. Provide power to frame for security and electric strikes HM -3: 1/" stainless steel plate 1" proud of wall, full depth of the jamb. Flooring: Areas as indicated on drawings as FL-#. FL -1: Ground Cmultiple level of polishing down to finish Concrete Polishing Solutions "GST" 400 -grit resin -bonded diamonds or eouivalentl and sealed Concrete floor FL -2: Sealed Concrete floor Primarily used in BOH, should be finished to accept quarry tile in concessions, by others FL -3: Porcelain tile 18"x 36" install per TCNA, color thru-body porcelain tile. Provide allowance of $7/sf material only. Provide schluter Dilex-AHK for where wall tile meets floor tile. Fl -4: 2 -foot by 2 -foot carpet tile/or plank product Basis of design: Carpet tile to be Type 6,6, solution dyed Antron Lumena or yarn dye with solution dyed Antron Legacy with Lumena, 30oz with a TARR rating of Severe [minimum] using the Vetterman Drum test and carry a full warranty, or equal. - Provide allowance of $32/yr material. Fl -5: 8" clay quarry tile 16 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel With sealed grout to meet health department requirements Restroom Accessories: Toilet Partitions: Basis of Design: Solid Surface, floor mounted Alternate Product: Stainless steel ceiling mounted Sinks and faucets: Hands free sensor type [battery powered] Soap dispenser: Hands free sensor type [battery powered]; Soap reservoir local Hand dryers: Basis of Design is Dyson Blade, or equal Stainless steel combination paper towel and trash unit at each restroom Stainless steel sanitary napkin dispenser at each Women restroom Stainless steel sanitary napkin disposal at each Women's toilet compartment, including family restroom. Stainless steel toilet seat cover dispenser at each toilet compartment Stainless steel robe hooks at each toilet compartment Stainless steel shelf at each toilet compartment Stainless steel fold down Baby changing station at each restroom [including family restroom] Window Coverings: provide at all exterior window IAe at west side Bar location Basis of Design: MechoShade ElectroShade [motorized], single shade system. Soho 1600 Series [30/o Openness] shade cloth. Central fireplace feature Fireplace: 10'-0" wide X 3'-0" high Basis of Design::�n.,Vine; 2 side see 4 -hr--,, ,g i;nea 4ass�e TAiiTou lviA�iTM GAq i:rph Alternate „r,- di-iet- Montigo, 2 sided, linear, glass stone, R series see through Gas firebox Wall finish: Basis of Design: STN -1, Natural Stone tile, sealed Provide allowance of $35/sf material finishing. Hearth finish: 17 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Basis of Design: Natural stone tile, sealed Provide allowance of $35/sf material only. Concession Program The concession program is based on analytical data for rough square footages. The following are a list of rooms, areas or spaces and the associated and related needs far these spaces. These spaces need to be reviewed with the ownership and/or stakeholders for validation and either direction to include or otherwise exclude items due to budget, or necessity. Concessions Areas / Retail areas: Ceilings: Ceiling in these areas are to be provided as CLG-1 Floors: ground and polished concrete to match FL -1 Walls: Painted gyp board to match WF -4 Base: Wall base at these areas to be B-2, Porcelain tile At area indicated on plans provide millwork counter with solid surface count top with power and data comm to accommodate a minimum of 1 POS [point of sale]. All other fixtures are to be supplied by vendor. Provide area to be lockable with roll down grille. All other display millwork to be provided by vendor. Concessions Areas / Bar: Ceilings: Ceiling in these areas are to be provided as CLG-1 Floors: floors to be provided as FL -1/ flooring behind bar to be FL -5 Walls: Painted gyp board to match WF -4 Base: Wall base at these areas to be B-2, Porcelain tile/ base behind bar to be B-5. At area indicated on plans provide millwork bar front with solid surface count top and stainless steel spill tray. Back side of bar wall to be FRP [fiber reinforces plastic] sealed per Health department requirements. 18 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel At back bar provide solid surface countertop at min. 36" with power in wall to accommodate undercounted coolers [by vendor]. Above counter to be built in millwork to include stepped battle display flanked on bath sides with shelving. Entire bask bar above counter to be provided with lockable overheard concealed grille. Provide Plumbing including floor sinks, floor drains. Provide water and drainage for hand sinks and at least one 2 compartment sink with drain board [vendor provided]. Provide power and data comm to accommodate a minimum of 1 POS [paint of sale]. Provide additional power for two service liquor wells and to include vendor provided under counter blender mixers, under counter coolers for glasses and beer [lockable], compressor, and glass wash. All other fixtures are to be supplied by vendor. Provide area to be lockable with roll dawn grille. Concessions Areas / Kitchen: Ceilings: Ceiling in these areas are to be provided as CLG-5 [washable ceiling per Health department requirements]. Ceiling material will be provided by Design Build Contractor to Tennant Improvement Contractor. Floors: floors to be provided as FL -5 [as required by health department reequipments] Walls: Walls to be WF -5 [as required by health department reequip ments] Base: Wall base to be B-05. [as required by health department reequip ments] Provide Plumbing including floor sinks, floor drains. Provide water and drainage for hand sinks, ice machines and ware wash units provided by vendor. Provide 4" conduit from bag in box sada location to location in bar for distribution. Sada lines to be provided by vendor. Provide power and data comm to accommodate order processing from Bar area POS [paint of sale]. Provide additional power refrigeration units, bag in box pumps, typical wall height power as well as 42" above counter power. Concessions Areas / Storage: Ceilings: Ceiling in these areas are to be provided as CLG-4 Floors: floors to be provided as FL -2 Walls: Walls to be WF -4 19 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Base: Wall base to be B-1 20 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Signage/Wayfinding (Scope is identified in Owners Program allowance) [Refer attached Signage plans, Exhibit -02, for Levels 1 and 2 for additional information] Code required signage - Restrooms, Stairs, Elevator Evacuation Plans, Room ID Raised and Braille Characters and Pictorial Symbol Signs [Pictograms] Letters and numerals shall be raised 1/32 in [0.8 mm] minimum, upper case, sans serif and shall be accompanied with Grade 2 Braille. Characters shall not be italic, oblique, script, highly decorative, or of unusual forms. Characters shall be selected from fonts where the width of the uppercase letter "0" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter "I". Character height measured vertically from the baseline to the character shall be 5/8 -inch [16mm] minimum and 2 inches [51 mm] maximum based on the height of the uppercase letter "I". Character spacing shall be measured between the two closest paints of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8 inch [3.2mm] minimum and 4 times the raised character stroke width maximum. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minimum and 170 percent maximum of the raised character height. Pictograms Minimum 6 in [152 mm] field height. There is no requirement for the size of the pictogram or symbol elements. Finish and Contrast The characters and background of signs shall be eggshell, matte, or other non -glare finish. Characters and symbols shall contrast with their background -- either light characters on a dark background or dark characters on alight background. Mounting Location and Height Where permanent identification is provided for rooms and spaces, signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall space to the latch side of the door, including at double leaf doors, signs shall be placed on the nearest adjacent wall. See below diagrams for sign mounting. 211 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Basis of Design Specifications All signs fabricated from. 2 36" thick Novacryl photopolymer with Grade II ADA compliant pictograms lettering and braille. Projecting Signage - Directional and ID [Gates, Restrooms, Concessions] Projecting symbol signs attach to metal columns/1 beams Blade backer -1 /2" thick painted Aluminum plate. Sign face double sided fabricated aluminum. Faces 1/4" thick with cut- out symbol to show backer behind. Faces joined at tap and bottom by aluminum channel. All edges to be filled and smooth. Faces and all returns of assembly are painted. Waterjet cut symbols to reveal backer behind Symbols. Symbols and arrow spaced off to be flush with sign face assembly. Symbols and arrow painted P9, faces and all returns. Aluminum mounting plate. Attaches to sign backer with no visible welds on face. Paint P2. Hardware per sign fabricator engineering. Hardware sample to be submitted to architect for review prior to installation. Balt heads to be painted P2. Directional Signage - Freestanding Freestanding double face aluminum sign with -weighted base. Static directory incorporated into the directional sign. Option: digital/interactive directory. 22 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Structural Systems Steel Structure - Purpose of Report The purpose of this Basis of Design Report is to convey the concepts, decisions, applicable codes, loading, and design criteria to be met for the structural engineering design for the EGE Renovation/Expansion Project. Furthermore, design assumptions and alternates will be presented. Reference Documents The following information sources were used as references in the preparation of this Basis of Design Report: N° CODE 1 EGE Master Plan dated February 11, 2014 2 Advanced Terminal Area Planning Program Criteria dated January 2016 3 Eagle County Regional Airport Redevelopment Project Design Development Drawings dated November 4, 2016 Design Codes and Code Analysis The following codes have been adapted far the basis of design based on the £v& r^�Town of Gypsum Building Department [Authority Having Jurisdiction AHJ]: N° CODE 1 The International Cade Council's "International B uilding Code 2015" 2 American Society of Civil Engineers ASCE/SEI 7-10 "Minimum Design Loads for Buildings and other Structures" 3 American Institute of Steel Construction AISC 360-10 "Specification for Structural Steel Buildings" 4 American Concrete Institute ACI 318-14 "Building Code Requirements for Structural Concrete" 5 American Concrete Institute ACI 301-10 "Specification for Structural Concrete" Based on the use and occupancy classification of Assembly Group A-3, the project shall be assigned to Risk Category = III for design. Concrete Mix Requirements 23 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Concrete design and durability requirements should comply with ACI 318-14 chapter 19. This applies particularly to concrete design properties and concrete mixtures. Design Loads The Design Loads considered in the application of forces or that result from the weight of building materials, occupants and their possessions, environmental effects, differential movement and restrained dimensional changes. Dead Loads As defined by Section 202 of the International Building Cade, Dead Loads include "the weight of materials of construction incorporated into the building, including but not limited to walls, floors, roofs, ceilings, stairways, built-in partitions, finishes, cladding and other similarly incorporated architectural and structural items, and the weight of fixed service equipment, such as cranes, plumbing stacks and risers, electrical feeders, heating, ventilating and air-conditioning systems, and fire sprinkler systems." If a two-story concept is pursued, the proposed structure for the Terminal floor will be steel deck slabs supported by a composite steel structure. Design Dead Loads are defined in the following table: Floor Framing Element LOAD Cl -Ah A -n MetoI reek (nerma! weight eenrrete) 69-P4 Floor finishes, lights and mechanical 25 psf The proposed structure for the terminal roof will include steel and metal deck. Roof Framing Element LOAD `iii Moto] dpr-1- P4 Ceiling, lights and mechanical 10 psf Insulation/roofing 10 psf Q" th;.ar . g 1.4mi44;# d 2X tongue and gr-eye decking anal chaothing Live Loads 24 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Section 202 of the International Building Code categorizes Live Loads as "those loads produced by the use and occupancy of the building or other structure and do not included construction or environmental loads such as wind load, snow load, rain load, earthquake load, flood load or dead load." Live loads are those that are fully or partially in place or not present at all and can be transient in nature. Live loading considered in the design of the Terminal renovation is summarized in the table below: AREA LOAD Terminal Floor [IBC 2015] Tarm;nOI P.199r- (IBG 100 PS a. r CoRy- rc n `� n rl a r � ey 40 p According to IBC 2 015/1607.5 no partition loads apply for areas with live loads of 80 psf or greater. 25 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Wind Loads Per the IBC and ASCE7, the design Basic Ultimate Wind Speed = 120 miles per hour for Risk Category III. Eagle ntThe AH y allows for a reduction for air density in calculation of wind velocity pressures as follows: using Eq. 6-15 27.3-1, 28.3-1, 39.3-1 and 30.3-1 in ASCE 7, the numerical constant, 0.00256, may be reduced to account for air density. Any reduction shall comply with ASCE 7, Section C2 7.3.2, but in no case shall the reduction in the numerical constant exceed fifteen percent. Snow Loads The roof snow load for use with ASCE 7 calculations shall be 440 pounds per square foot plus a minimum of 10 psf superimposed dead load per the The snow load importance factor, Is, shall be replaced by 1.10 for Risk Category III. Seismic Loads A geotechnical report has been prep are din -eat beer rt-e;4.,wed for this project_; se it shall be -Assumed this basic of design that the The site soil classification is Site Class D. The seismic design information outlined in the geotechnical report is as follows for Risk Category III per IBC 2015: SS=0.306 g, S1=0.080 g,SMS=0.476 g,SM1=0.191 g, SD S = 0. 3 128 g, SD1 = 0.126,gg Other Loads Temperature, differential settlement, creep and shrinkage and any other load should be considered when their structural effects are not expected to be negligible. Load Combinations and Combination Factors IBC 2015/1605.2 stipulates the following load combinations for strength design or load and resistance factor design. 1AD 1.2D+1.6L+0.5[LrorS or R] 26 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel 1.21)+1.6[LrorS or R]+[L or 0.5W) 1.21) + 1.OW + L + 0.5 (Lr orS or R] 1.21) + 1.OE + L + 0.2S 0.91) + 1.OW 0.91) + 1.OE Where: D = Dead Load R = Rain Load L = Live Load W = Wind Load Lr = Roof Live Load E = Earthquake Load S = Snow Load Materials and Resistance Factors Section 202 of the International Building Code defines Resistance Factors as "a factor that accounts for deviations of the actual strength from the nominal strength and the manner and consequences of failure (also called "strength reduction factor")." Concrete Strength Reduction Factors cp for concrete are as follows: • Tension controlled sections 0.90 • Compression controlled sections o Members with spiral reinforcement 0.075 o Other reinforced members 0.65 • Shear and torsion 0.75 • Bearing on concrete 0.65 • Strut -and -tie models, and struts, ties, nodal zones, and bearing in such nodal zones 0.75 All concrete shall be made with stone aggregate and shall develop compressive strengths in 28 days as follows: 27 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel TYPE Description Strength 1 Normal weight concrete for slab on metal deck 4,000 psi 2 Normal weight concrete for basement or retaining walls 5,000 psi 3 Normal weight concrete for concrete exposed to deicers 5,000 psi Proportions of concrete materials shall be established to provide the minimum specified compressive strength. Cement shall be type 1/1I, Portland. Reinforcing Bars Reinforcing bars far Steel Deck slabs shall be ASTM A615 - Grade 60. Material Minimum yield strength fy Grade 60 60,000 psi 420 M a Steel Structure Strength Reduction Factors W for concrete are as follows: • Tension controlled sections 0.90 • Compression controlled sections o Web local compression yielding for N -shapes 0.75 o Web compression buckling 0.90 • Flange local compression buckling 0.90 • Shear 0.90 • Flexure 0.90 All structural steel shall conform to ASTM A36 - Grade 36, or ASTM A992 - Grade 50 Steel - Bolts High Strength Bolts used for connections shall conform to ASTM A325 Steel - Metal Deck Steel Deck Slabs shall be 4 1/" normal weight concrete over 2" x 18GA ain ntedga4%nized' Steel Deck [61/ " total thickness]. As a function of loading and spans other composite deck slabs may be used. Steel - Studs 28 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Shear connections shall be 41/2" long Nelson Studs or similar to conform to ASTM A496. Strength Reduction Factors cp for woad are as follows: • Bending design 0.85 • Tension design 0.80 • Shear design 0.75 • Compression parallel to grain design 0.90 • Compression perpendicular to grain design 0.90 • All connection design 0.65 o Crass laminated timber [CLT] shall conform to AN PRG 320- 2012 o Glulam framing members shall be Doug -Fir 24F -V4 o Composite framing members shall be 2.2E Parallam PSL, with F'b= 2,900 psi o Tongue and Grave (T &G) Decking shall be Doug -Fir #2 or better with F'b= 900 psi AISC Standards Coordinate all requirements with structural engineer. Interior Steel Welds, burrs and burns ground smooth. Maintain welds to a minimal width in areas visible to public spaces. Remove all lifting tabs, and shims after erection is complete. Primed and painted including all bolted connections. Bolts to be ground to consistent length as determined as reasonable far the project in areas g�„ +� g�„ frrsm trsri ref rye visible to the public areas (coo rd with Structural). Multiple washer stacks will not be allowed. Exterior Steel 291 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Welds, burrs and burns ground smooth. Maintain welds to a minimal width in areas visible to public spaces. Remove all lifting tabs, and shims after erection is complete. Primed and painted including all bolted connections. Bolts to be ground to consistent length as determined as reasonable for the Droiect in areas visible to the public fcoord with Structural. B o4s ;o be -gr -o ,ra to 14» to 4" f+of top of nut uvhere visible to pubic areas (eeerrl wit -14 Stmictur-al). Multiple washer stacks will not be allowed. Cross Bracing Bars will be threaded ends with turn buckles for tensioning [coordinate with Structural]. The remainder of the bracing will be smooth as these will be within the publics area to touch. Turn buckles to be placed as directed by designer and coordinated with Structural. Any welds, burrs, and burns ground smooth. Maintain welds to a minimal width in areas visible to public spaces. Primed and painted including all bolted connections. Bolts to be ground to consistant lenth as determined as reasonable for the project in areas visible to the public fcoo rd with Structurall. B-E; e -Tr .,,ra we 1'" to 14" -f4-:-AF . Multiple washer stacks will not be allowed. At Grade Protection Encase steel columns in 4' high x 1' [from steel] concrete, or as directed by airport for protection of columns at grade in GSE [Ground Service equipment] area. Ultimate Limit States Axial, flexural, shear strength and stability of structural components are all investigated at Ultimate Limit States. Ultimate Limit State structural design methodology will be used in the engineering of additions and alterations of the Terminal. Conditions will be computationally limited to behave in the elastic region, ensuring the structural behavior of the building will be consistent under the design loadings indicated. The structural component design will be analyzed using magnified loads and reduced resistances. Serviceability 301 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Section 2 02 of the International Building Code defines refers to Serviceability as "structural systems and members thereof shall be designed to have adequate stiffness to limit deflections and lateral drift." Stresses, deformations, cracking, distribution of reinforcement, deflection and camber are all investigated at service limit states. In addition to the Ultimate Limit States check mentioned above, a Service Limit State design check will be performed. Structural performance will be checked under the imposition of design loads and applying various magnitudes of deformations, settlements or temperature gradients cap structural properties shall be proportioned such that the behavior does not exceed the Serviceability design criteria values, noted in the table below. These criteria involve various stress limits, deformation limits [deflections, rotations and curvature], flexibility [or rigidity] limits, dynamic behavior limits, as well as crack control requirements [crack width] its level of everyday service and human comfort achieved and its abilities to fulfill its structural functions. To satisfy the serviceability limit state criteria, the structure must remain functional for its intended use subject to routine loading, and as such, the structure must not cause occupant discomfort under routine conditions. This calculation check is performed at a point located at the lower half of the elastic zone where the behavior is purely elastic. Framing Deflection Limits AISC 360-10/L.3/L.4 and IBC 2015/1604.3.1 apply, ACI 318-14/table 24.2.2 provides further information. The following limits are adopted: Component Description Load Combination Limit Vertical deflection of typical Dead + Live L/240 Live L/360 floor slabs and beams* Vertical deflection of floor slabs and beams supporting Dead + Live*** L/480 brittle elements** Lateral deflection of Maximum Amplified 0.015HH H4&" structures Seismic Drifted Wind (inter stors TBD and coordinated with building envel❑ e 311 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Notes: L = beam/slab/assembly span [for cantilevers, adopt 2 x cantilever length] H = building/story height * These limits apply to floors supporting or attached to nonstructural elements likely to be damaged by large deflections. ** These limits apply to floors supporting or attached to nonstructural elements likely to be damaged by large deflections. Specific non -load-bearing partitions may require more stringent limits. *** Those loads applied after attachment of nonstructural elements. The above deflection limits do not consider pre -cambering. Pre -cambering may be used to reduce the total deflection as deemed necessary. Vibration and Acceleration The susceptibility of floors to excessive vibrations due to walking excitation or equipment operation shall be assessed according to AISC provisions. The following table provides the Vibration and acceleration limits that shall be adopted in the design of the structure. According to AISC 360-10/L.5, for steel -framed floor systems the Design Guide 11, Floor Vibrations Due to Human Activity (Murray et al, 1997) may be applied. In the event that equipment excitation causes floor vibration greater than the limits listed below, such equipment shall be isolated from the structure by means of equipment pads, dynamic base isolators or other passive systems. Occupancy type description Acceleration limit 1%9) R -value limit 1-1 Offices 0.50/0 4,000 psi General circulation holdroom 1.2 % 5,000 psi Equipment rooms 1.2 % 5,000 si 32 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Special consideration may be required far framing supporting vibration sensitive equipment. Criteria will be developed when the equipment is selected. Structure Design Description Structural Work Scope The areas where structural work scope is anticipated. • One or two-story hold room addition with expanded service addition. • Possible addition of passenger boarding bridge to service Level 2 hold room. Design Criteria - Constructability Design of new structural members, retrofitting of the existing structure and design of connections should follow the following criteria: • New structural members are to be steel shop prefabricated to a maximum degree. • In-situ connections should be bolted whenever possible keeping on-site welding to a minimum. This may imply post -installed bolt holes in existing steel members. 33 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Building Site and Systems Civil Engineering, Mechanical Engineering, Plumbing Engineering, Electrical Engineering, and Fire Protection Engineering are scopes provided under separate Design Build Contract with Hensel Phelps. Drawings and specifications will be coordinated for the project but will be issued under separate cover. Sections are included here for coordination and to provide a better understating of building systems. Mechanical Systems The mechanical systems for the airport expansion will utilize package rooftop equipment [RTU s] for space conditioning and a heating hat water plant for building heating. A combination of single zone RTU s and variable air volume [VAV] RTU s with terminal reheat will service the various areas of the airport expansion. The new mechanical systems are described below. For specific equipment capacities refer to the GMP drawings. New Airside Systems Rooftop package units [RTU s] with direct expansion [DX] coaling and air -coaled condensing and gas-fired heating sections will provide air distribution for ventilation and conditioning for the gates, concessions, security, and offices/BOH. • Single zone RTUs serving Gates 1 through 4; law pressure air distribution • Variable air volume [VAV] RTU s with terminal reheat serving Gates 5 and 6, concessions, security and offices/BOH; medium and law pressure air distribution • Standard filtration - MERV 6 pre filters and MERV 13 final filters • Air distribution ductwork will be routed concealed in soffits with jet nozzle diffusers serving each gate; exposed ductwork will be paintlock with sidewall diffusers where applicable • Miscellaneous transfer air fans serving electrical and IT roams • Exhaust fans serving restrooms and BOH Sheet metal ductwork systems: • Will be provided in accordance with the SMACNA Duct Construction Standard, and the requirements of the governing edition of the International Mechanical Cade 34 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel • Will be designed in accordance with ASHRAE and SMACNA Guidelines, with pressure and seal classes appropriate for the application • Will be fabricated of galvanized sheet steel, black steel or stainless steel sheets, as appropriate far the system application. Flexible ductwork and connectors will be used for connection to selected air terminal devices. • Galvanized sheet steel will be used for all general purpose applications; welded black steel will be used for commercial cooking exhaust applications, and aluminum will be used for applications that will involve moisture -laden air streams. • Ductwork systems will be insulated, in accordance with the applicable requirements of the International Energy Conservation Cade [IECC], or provided with equivalent thicknesses of matte -faced duct liner. • Fan powered VAV terminal units will be of the parallel type, with conventional PSC motors. New Hydronic Systems A natural gas-fired hydronic bailer plant will be provided to serve the building heating requirements including perimeter heating, plenum heating, VAV terminal reheat, and miscellaneous unit heaters throughout. • Two hydronic condensing bailers with primary/secondary pumping • The hydronic system will be designed for 30% propylene glycal for freeze protection • Finned tube radiant heaters for perimeter heating • Hydronic plenum heaters • Miscellaneous unit heaters and cabinet unit heaters for BOH and e ntrie s HVAC piping systems: • Will be provided in accordance with the ASME Standard B31.9 - Building Services Piping and the requirements of the governing edition of the International Mechanical Cade • Will be designed in accordance with ASHRAE Guidelines, with pressure classes appropriate for the application 35 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel • HVAC systems piping for sizes up through 2 in. will be ASTM B- 88 hard capper, with capper press fittings. Piping system sizes 2-1/2 in. and larger will be A53/13 ERW black steel, with mechanical joints using wrought steel fittings. • Will be insulated, in accordance with the applicable requirements of the International Energy Conservation Cade [IECC] Miscellaneous Systems Miscellaneous HVAC systems will be provided for areas not served from the RTU systems. These include miscellaneous dedicated coaling requirements and food service concessions. • Air -coaled split DX air conditioners for electrical and IT rooms for 1 -tan coaling loads and larger • Kitchen exhaust fan with evaporative coaled / gas -fire heat makeup air system for the concession restaurant; an allocation of 5,000 cfm kitchen exhaust and 4,000 cfm makeup air will be provided as the specific kitchen criteria has not been established Existing Building Interface The existing building infrastructure will remain as -is to support the existing facility. The new systems will provide complete support for the airport expansion with no interconnection to the existing building from a mechanical infrastructure standpoint. The phasing of the airport expansion will be such that the existing building will remain online during construction. This will require that a portion of the existing heating hat water, chilled water, and snowmelt piping serving the existing building will need to be reconfigured through the new construction through a phasing sequence. Plumbing Systems Utilities Domestic water supply will be tied into the existing 2-1/2" main water supply in the existing West -side Mechanical roam. A new 2" domestic cold water main will be tied in after the existing backflow preventer to serve the new construction. 36 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Desian Concourse Expansion and Remodel Storm water from the new flat roofs will be drained via roof drains and overflow drains. The primary roof drains will be routed to the existing storm mains and the new West -side overflow drains will be routed to the West and will terminate at the West end of the building via downspout nozzle[s]. Natural gas piping will be supplied by [2] existing gas meters. The existing West -side gas meter currently is a pounds law service, but Black Hills Energy said that this pressure can be increased to 2 prig. The new gas piping on the West side of the building will be served from this new 2 prig gas meter and the existing bailers will require a new gas regulator. The East -side gas meter is already a 2 prig system and has plenty of capacity to handle the [2] new rooftop units on the East side of the new flat roof. The sanitary sewer is of sufficient size and depth to accommodate the new needed sanitary waste lines for the new construction. There will be several new sanitary tie-in locations into the existing sanitary to serve the new construction. Grease waste far the future Concessions are will be served by two [2] 750 gallon above -ground grease interceptors piped in series, located on the ground level Interceptor roam. Plumbing Systems Underground Sanitary Sewer - Schedule 40 PVC Underground Storm Sewer - Schedule 40 PVC Ab ave ground Sanitary Waste & Vent Piping -No Hub Cast Iran with Standard No Hub Couplings. Above ground Storm Piping - No Hub Cast Iran Piping with Standard No Hub Couplings for 4" and smaller, and No Hub Cast Iran Piping with Heavy Duty Couplings for piping 5" and larger. Pipe insulation for the Primary roof drain leaders and the first ten feet of the Secondary roof drain leaders. Above ground Domestic Water Piping - Type "L" Capper Piping and Fittings soldered for piping 2-1/2" and smaller, and Type "L" Capper Piping and Fittings with grooved couplings for 3" and larger. Pipe insulation for domestic cold and hat water systems. 37 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Gas Piping - Schedule 40 black steel pipe with threaded fittings far piping 2" and smaller, and Schedule 40 black steel pipe with butt welded fittings for piping 2-1/2" and larger. [6] Gas connections to new Mechanical Equipment [RTU's] [2] Gas connections to new Mechanical Bailers [1] Gas connection to new domestic water heater Concessions Area 4" Sanitary waste future 4" Grease waste future 2" Domestic cold water future 2" Domestic hat water future 3/" hat water recirculation future Gas future for multiple gas fired equipment along one wall [2] 750 gallon Green Turtle grease interceptors, located in the 1st Level Interceptor Roam. [6] Floor sinks [4] Hand sinks [1] Map sink [16] Kitchen Equipment Hookups [Equipment provided by others] Restroom Plumbing Fixtures Wall hung toilets with battery operated sensor flush valves Wall hung urinals with battery operated sensor flush valves Counter mounted lavatories with battery operated sensor faucets Domestic Hat Water Heating Electric water heater at the new 1st Level East restraams Gas fired water heater in the 1st Level Bailer Roam, serving the new 2nd floor restraams and Concessions areas. [2] Hat water recirculation pumps for domestic hat water systems 38 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Miscellaneous Plumbing Systems Elevator sump pump with ail minder pump Electrical Systems Power Distribution The project includes demolition of electrical in the existing Eagle County Regional Airport and providing new electrical in the new concourse and gates. The existing concourse and gates are powered by a 2 08/120V service on the West side of the building and a 480/277V service on the East side of the building served by Holy Crass Energy transformers. The two existing utility transformers and service entrance switchgear will remain in place. The new building area will be powered by the two existing services with modifications to the distribution of each service. Power distribution for the new gates and concourses will primarily be served from the East 480/2 77V service while the rooftop mechanical units will be powered from the West 208/120V service. Load studies will be performed to verify that the existing loads and new loads align with the existing service sizes. The diesel emergency generators at each of the building services will be reused. The West generator will be relocated to be near the West utility transformer outside of the new building footprint. The East generator will remain in place. Ground Service Equipment [GSE] power provisions will remain in place on the East side of the building. The West GSE power will be demolished due to conflicting with the new building footprint. New GSE power will be provided under the building at grade level. General power will be provided to all new spaces. All passenger boarding bridges, ground power units, TSA screening checkpoint equipment, airline gate kiosks, holding roam seating, and food service equipment connections as shown on the published preliminary equipment matrix will have new power devices and circuits. 39 1 Page Gensler June 30, 2017 - Annotated for GMP EGE - Eagle Country Regional Airport 03.7537.000 Issued for Schematic Design Concourse Expansion and Remodel Lighting An LED lighting design will be provided for the new gates, concourses, and supporting spaces. The existing building lighting will not be altered except at the transition between new and existing portions of the building. In concourses, the general lighting will be achieved with recessed downlights. Concourse ceilings will be highlighted with cave -mounted linear grazing fixtures. The TSA screening checkpoint, BOH, and office areas will be lit with LED products including from lensed strip lights, recessed continuous linear fixtures, recessed downlights, and recessed 2x2 and 2x4 troffers. Three existing pale -mounted apron lights will be relocated to be outside of the new building footprint and connected to the existing apron lighting power distribution. Lighting will be provided in all GSE areas to achieve a safe level of illuminance for vehicles. Lighting controls will meet 2015 IECC requirements. In BOH spaces, occupancy sensors will be used. In the concourses, gates, and public spaces, programmable relays will be used for control of lighting. Daylighting controls and dimming will be available in required spaces. Exterior lighting will be photocell controlled and programmable. Existing apron lighting [existing locations and relocated] will remain on the existing apron lighting control panel. Existing lighting controls will be tied into the new building lighting controls. Miscellaneous Electrical Law voltage backbone raceways will be provided between existing MDF and new IDF roams. Raceways and backboxes will be provided for all new fire alarm, DAS equipment, overhead paging devices, access control devices, CCTV cameras, and audiovisual devices. Lightning protection for the new and existing portions of the building will not be provided in the BOD, but will be included as an optional alternate. END OF BASIS OF DESIGN 40 1 Page 2 a J CL z o N Z LlJ ❑p � Q L7 g d z u a W zN LU � a � LU O N ❑ � ❑ zo ❑ H w LU w �e U z 0>Q Q a Qo Z Z J Z c o Lu o ❑ 0 ❑ N � W LU } �W o Q � z Wa ❑ ❑ ❑ Z a � �a CL ❑❑,©❑ U ci U ❑a V] 000 000000 I� °l I i I 0 x W 0 CL J W 2 0. J W N Z W 2 0 U) W a } H 2 Q N J a a 1-4V W w H Dpi J a z 0 1-4a 0 LL w ❑ aW L7 U Z ❑ LU O CL z U o � n Z cl Z w ❑ �U u F Q Z Z Q U L9 O ❑ W Z n [7 w - 0- � u' ❑ �a ❑ zo a w ❑ H LU- Y� LU Q Q J J H Z U Z w Q Q D ❑ Q d ❑ w ❑ ❑❑E L ❑ CNf1 Q- J LU J w LU J w rL u H~z Q �0 O O O �a at7l ❑ ❑ U U 0— Go aoo ee0000 r 1t LU V W a z 0 1-4 th W °o J a V H CL � � N L i-' � L � bA C � - � ❑ N � W - d C N u N C ° C C i-' ❑EL N ° C d N C N u d NN ° - i-' •- Nlu k Y C ++ p 0 �_ i-� �2 N N A A N •C N N L L u N N W ❑_ C -.-;- N C ❑ tl -F- L L rL � � � N O EO � � � N d0 ❑ � � id � L v CO �tl Y C p O ❑ � v � � E N Ou •- L d N �+ d W N N N O N C N u N L u N a N E m` N u w rl N N L N - ❑ C ❑ d w L E L L C C - ° N u ` C N ° v u -E -- +' E ° L L E N C - -2>u t V L N N O 7 U. v C N vTi u N � L C ttl N C U d E L L D t N -0 ❑ N u ❑ ._ _ N N w d 'X N N 'n -W L N N v N L N E r L C ' N' '� M E N L N C L 7 N N E E 00 C N E ` m +' C ❑ ttl CL vi 0] t9 L ❑ N N u O v v i C E m C.J Y Ld0 Yum ° C C L L L_ N C N L u E = C IC w N in N ►� m a a C '3 w N E i E° 0 N �+ L v c N 'v m m L w E v as u E �o a ❑ o a rr ❑ t N i�� C N _ 3 N E N i�� u C N C v U C C L ❑ CL °v m U d c vE In L V2 J E a v m g L E m _} E r E w E r a m E _ 6 Y MO a r h 3 } O O L E C E v V C_ tv C •C N in E 0 ❑ U a E 2 � a � s �a r ❑ s � � C 1'-4" ZIT 1 „5 „Z ILbli 3 LU N 3 314" J Q V r W W �o r V LU LN V) J �iI p 0 >00. -.-;- JQ� N� X815 ��bll W ZIT 1 „5 „Z ILbli 3 LU N 3 314" J Q V �o LN J w p 0 fY N� X815 ��bll 8' Z .4 w 2 4 GO t 0 LU EAGLE COUNTY REGIONAL AIRPORT Terminal Expansion Project TECHNICAL SPECIFICATIONS PASSENGER BOARDING BRIDGES 400 HZ GROUND POWER UNITS ISSUED FOR SD ONLY Basis of Design Submittal EAGLE COUNTY AIR TERMINAL CORP EAGLE COUNTY REGIONAL AIRPORT GYPSUM, COLORADO Terminal Expansion Project Prepared By JULY 17, 2017 July 17, 2017 PBB & Aircraft Equipment 149500-i EAGLE COUNTY REGIONAL AIRPORT Terminal Expansion Project TABLE OF CONTENTS July 17, 2017 PART 1— GENERAL SPECIFICATIONS 1 1.01 DESCRIPTION OF WORK............................................................................................................................2 1.02 SUBMITTALS ................................................................................................................................................6 1.03 QUALITY ASSURANCE...............................................................................................................................9 1.04 DEFINITIONS................................................................................................................................................9 1.05 STANDARDS...............................................................................................................................................11 1.06 EQUIPMENT DESIGN AND PERFORMANCEREQUIREMENTS.........................................................11 1.07 WARRANTIES.............................................................................................................................................12 PART 2A - PRODUCT SPECItFICATIONS. PASSENGER BOARDING BRIDGES - TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES...........................................................................................................16 PART 2B - PRODUCT SPECIFICATIONS: 40D HZ GROUND POWER UNITS - TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES...........................................................................................................16 PART 2C - PRODUCT SPECIFICATIONS: EXTERIOR FILED WALKWAY - TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES...........................................................................................................16 PART E3 - EXECUTION SPECIFICATIONS - TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES......................................................................................................................................................................16 PBB & Aircraft Equipment 1495M - ii TECHNICAL SPECIFICATIONS PART 1 - GENERAL SPECIFICATIONS BNP Associates PBB & Aircraft Equipment 149500- 1 SECTION 149500 — PASSENGER BOARDING BRIDGE & AIRCRAFT EQUIPMENT PART 1 - GENERAL SPECIFICATIONS 1.01 DESCRIPTION OF WORK A. General 1. The following Specifications are intended to outline the work, define functional requirements and establish minimum standards of quality for the New Passenger Boarding Bridges (PBBs), Fixed Walkways and New 400 Hz Ground Power Units, all hereafter referred to as Equipment. Provide complete, operable, and maintainable Equipment and all associated equipment required to effectively accomplish the intended functions of the Equipment. In all cases where a device or part of the Equipment is herein referred to in the singular number, it is intended that such reference shall apply to as many such devices as are required to satisfactorily complete the installation. 2. Coordinate design of the Equipment with the General Contractor and other building trades. 3. Prior to start of the Equipment fabrication, submit all electrical design and control diagrams to the Engineer for review and acceptance. 4. Provide structural and electrical loads for the Equipment prior to the start of fabrication. Contractor to provide PE (licensed in the State of Colorado) stamped load calculations prior to fabrication and installation. 5. Reference the front end documents of the Project for the delivery, installation schedule and payment milestone schedules. b. Identify all PBB, Ground Power Unit (GPU) and fixed walkway building interface modifications and alterations required to install the Equipment prior to the Equipment fabrication. 7. The General Contractor shall obtain and pay for all permits, inspection fees, and certificates related to all phases of Equipment installations. FAA Form 7460-1 shall be included if a crane is to be used. The General Contractor shall complete a Notice of Proposed Construction or Alterations or other such forms as required by the Owner. S. Supply and install four (4) new truss model PBS's with new mobile bridge adapters. 9. Supply and install four (4) new 400 Hz GPU. as noted in these Specifications and Project Drawings including all supports, electrical connections and all components required for a fully functioning CPU, mounted on the PBB. 10. New, three sided - triangular frame, rectangular display, lighted gate signs shall be provided and installed at all gates. 11. All new 400 Hz ground power units with single output cables shall be provided, mounted on the aircraft side of the passenger boarding bridge and shall not interfere with the vertical and horizontal travel necessary on the passenger boarding bridge to accommodateAery ice the entire gates aircraft mix. 12. Gate work shall be coordinated with the Owner's representative and per the General Contractors construction schedule. Reference the front end contract for details on Project schedule. 13. All work required for a turnkey installation shall be provided, includ'ang PBB, GPU and equipment testing and commissioning. 14. Apron aircraft parking lines shall be re -striped at a6 six (6) gates by the Civil BNP Associates PBB & Aircraft Equipment 149500- 2 Contractor. 15. The PBB Contractor will be required to coordinate, provide and install their PBB rotunda, baseplate with grout and attachment nuts for each gate. The PBB Contractor must also provide their anchor bolt patterns and bolt size requirements to the GC for them to install the cast -in-place anchor bolts with the foundation that they will supply for the PBB rotunda. See structural drawings for foundation/pier cap details. 16. Prior to bid, the PBB Contractor is required to visit the site to surveylverify existing and adjacent gate conditions and thoroughly familiarize themselves with the existing conditions and scope of work as defined in this document. B. Scope of Rork— See front end contract for the General Contractor's construction schedule General Information New Pas senger Boarding Bridge — Gate 1 New Aircraft Parking Layout Passenger Boarding Bridge Min/Max limits New by PBB contractor. Model (from center of with a new foundation rotunda to center and new 55' exterior of cab bubble) = fixed walkway. (2) 20' 64'1135.7'. declines at 1:12 slope. AT3 721150 or TB MBA 56 required. 45121.0 — 3 4001-1z Aircraft Ground Power 90 kVA A1C Cables and Hoist (1) N inizmun 60'-0" with Remote Controls and cable length PBB Interlock. (PBB shall be furnished with connection point and PBB control circuit for interlock) New Passenger Boarding Bridge — Gate 2 New Aircraft Parking Layout Passenger Boarding Bridge Min/Max limits New by PBB contractor. Model (from center of with anew foundation. rotunda to center MBA 56 required. of cab bubble) _ 64'1135.7'. AT3 721150 or TB 45121.0 — 3 4O014z Aircraft Ground Power 90 kVA A/C Cable s and Hoist (1) Minizmun 60'-0" with Remote Controls and cable length PBB Interlock. (PBB shall be furnished with connection point and PBB control circuit for interlock) New Passenger Boarding Bridge —Gate 3 New Aircraft Parking Layout Passenger Boarding Bridge Min/Max limits New by PBB contractor, Madel (from center of with anew foundation. rotunda to center MBA 56 required. of cab bubble) _ 60'1129'. AD 651144 or TB BNP Associates PBB & Aircraft Equipment 149500- 3 2. All testing of new PBBs, new GPU.% and fixed walkways shall be performed by the PBB Contractor prior to turnover and witnessed by the Owner's representative. The supplier shall ensure the PBBs are completed in all respects and operating properly, including final limit settings and calibration, prior to the Final Acceptance. 3. New rotunda haunch supports shall be provided with the new PBB at gate 1 with the fixed walkway. 4. Electrical equipment shall be built on its own supporting structure offset from the rotunda column and in line with the edge of the foundation as noted and approved by the electrical engineer: 480v 60amp PBB1Fixed Walkway disconnect, 480v 125 amp 400 Ha disconnect and 120v duplex outlets at all gates. See electrical drawings for details. 5. All safety signage shall be provided and installed by the PBB contractor on all gates under this project. 6. Installation of Access Control Card Readers and all equipment necessary to enable PBB start operations and maintenance activities via swipe card as part of the Airport Access Control System. Card readers shall be installed on the side of the operator console. 7. Doglegs shall be installed on the left side of the passenger boarding bridge as required to accommodate all the necessary cahles and conduits for the Equipment. S. Modified wheel bogie or low profile solid tires shall be provided and installed at any gate. if necessary, to meet all the aircraft noted on the gate matrix in Exhibit A of these Specifications. 9. To enable passenger service to Commuter Regional Jets (CRDs), each PBB cab shall be equipped with a contractor provided mobile bridge adapter (MBA -56). BNP Associates PBB & Aircraft Equipment 149500-4 43120.5-3 4001Iz Aircraft Ground Power 90 kVA A1C Cables and Hoist (1) Mim'ni url6p'-p" with Remote Control; and cable length PBB Interlock. (PBB shall be furnished with connection paint and PBB control circuit for inlerkx:k) New Passenger Boarding Bridge — Gate 4 New Aircraft Parking Layout Passenger Boarding Bridge Min/Max limits New by PBB contractor, Model (from center of with anew foundation. rotunda to center MBA 56 required. of cab bubble) _ 57'1119'. AT3 651133 or TB 41119.5-3 equivalent 40014z Aircraft Ground Power 90 kVA A1C Cable s and Hoist (1) Minirnum 60'-0" with Remote Controls and cable length PBB Interlock. (PBB shall be furnished with connection point and PBB control circuit For interlock) Gate 5 New Aircraft Parking Layout -Ground Loading Operations Only Gate 6 New Aircraft Parking Layout -Ground Lo adi ng Operations Onl 2. All testing of new PBBs, new GPU.% and fixed walkways shall be performed by the PBB Contractor prior to turnover and witnessed by the Owner's representative. The supplier shall ensure the PBBs are completed in all respects and operating properly, including final limit settings and calibration, prior to the Final Acceptance. 3. New rotunda haunch supports shall be provided with the new PBB at gate 1 with the fixed walkway. 4. Electrical equipment shall be built on its own supporting structure offset from the rotunda column and in line with the edge of the foundation as noted and approved by the electrical engineer: 480v 60amp PBB1Fixed Walkway disconnect, 480v 125 amp 400 Ha disconnect and 120v duplex outlets at all gates. See electrical drawings for details. 5. All safety signage shall be provided and installed by the PBB contractor on all gates under this project. 6. Installation of Access Control Card Readers and all equipment necessary to enable PBB start operations and maintenance activities via swipe card as part of the Airport Access Control System. Card readers shall be installed on the side of the operator console. 7. Doglegs shall be installed on the left side of the passenger boarding bridge as required to accommodate all the necessary cahles and conduits for the Equipment. S. Modified wheel bogie or low profile solid tires shall be provided and installed at any gate. if necessary, to meet all the aircraft noted on the gate matrix in Exhibit A of these Specifications. 9. To enable passenger service to Commuter Regional Jets (CRDs), each PBB cab shall be equipped with a contractor provided mobile bridge adapter (MBA -56). BNP Associates PBB & Aircraft Equipment 149500-4 The mobile bridge adapter shall be capable of safely docking to express aircraft. as required and allow for a maximum 10" drop fi-om the bumper to the aircraft sill door, as noted in the MBA guidelines. Mobile bridge adapter operational and maintenance training shall be conducted by the manufacturer of the product. 10. 12' liffing columns or equivalent method shall be provided to ensure all FBBs can reach the aircraft sill heights of all noted and potential future widebody aircraft. The shortest aircraft door sill would be the CR1-700 (with the use of a mobile bridge adapter), while the highest aircraft door sill will be the B757-200 L2 at this time. Nevertheless, the PBBs should have the capability of docking to wide-body aircraft in the future also. The Q400 aircraft will be allowed to park at each gate, but will not be bridge loaded due to slope considerations. 11. New, standardized PBB cabs as well as new non -slip service stairs/platform, new canopies, new standardized touch -screen NMI consoles shall be provided and installed in any new passenger boarding bridge. The cab control HMI consoles shall be identical in form and function and PLC controlled with a new, minimum HMI screen of 10.4". Prior to fabrication of the new cabs and consoles, the PBB Contractor shall submit detail plans, elevations. etc. of the cab interior/exterior and control consoles to the Owner's representative for review and acceptance. All major components shall be in similar configuration across all PBB related to controls programming, device layouts and operation. See Project Drawings for details on a sample cab console layout. 12. The PBB contractor's standard "cold weather" packagc shall be provided including cold weather rated canopies, struts, cab floor heat, console heaters and all other standard cold weather items. 13. The exterior of all PBBs and fixed walkway shall be painted. Verify with the Owner's representative for final paint modelltypelcolor. 14. New brackets and support pole with attachment plate shall be provided and installed for the new, contractor provided ID illuminated gate signs. Installation shall include a new electrical circuit. Signs shall be mounted an new attachment brackets located on the right side of the cab to match existing conditions. Gate signs shall be photo -eye controlled. Gate sign shall have black, 24 inch high gate numbers an a white lens. 15. The new cab, bridge tunnels, rotunda. fixed walkway and exterior landings shall have new LED lights. 16. New standard slip resistant rubberized flooring as approved by Owner in all new cabs and cab bubbles shall be provided and installed. Proposed carpet floor model/type for all new rotundas and tunnel shall be per the Architects specifications or provided by the contractor for Owner's review. Final modelhype shall be verified with the Owner's representative prior to installation. 17. Any tenant signage and finishes are to be provided by the owner and installed by the contractor on new bridges. Final location of all signage to be coordinated with the Owner's representative. 18. All modifications to the lead-in lines, stop marks, aircraft designations, safety envelopes, equipment zones, vehicle service roads, etc shall be done by the Civil Contractor. 19. The fixed walkway shall have 5 ton rooftop heating unit, located per the project drawings. 20. Auto level aiarm bell shall be provided and located inside the rotunda corridor. 21. CCTVs shall be installed at all gates to view the wheel bogie along with new telephone connections to the gate area. The monitor and new telephone shall be BNP Associates PBB & Aircraft Equipment 149500- 5 installed next to the cab window located at the cab control console. Camera shall be installed near the rotunda and high enough to not obstruct airline operations in the area. Monitor shall be the larger size display screen, to match the size of the toucbscreen and be flush mounted inside the operator console. Please see design drawings for details. 22. All service doors and their associated electrical work sucb as the electrical raceways for future security card reader use shall be installed. 1.02 SUBMITTALS A. General Submittals are required on the electrical building requirements, control schematics, and on any manufacturing and/or design changes of the equipment supplied under this contract. The Engineer shall receive a copy of all submittals. including final submittal's. B. Submittal Deadlines Submittal deadlines shall be establisbed as required to meet the contract schedule. C. Detailed Master Schedule Submit a detailed Master Schedule as specified below for review and acceptance by the Owner before commencing with any work. The schedule shall be displayed in graphical farm and shall be of a size that is large enough to be updated directly on the original submittal during the course of the Project. Show the principal dates and commensurate activity times for each entry. This schedule is to be updated and submitted monthly with progress identified and any delays incurred. Include in the schedule: a. Beginning and ending electrical and controls engineering. b. Drawing submittal and approval. C. Long lead item order placement and expected delivery date. d. Beginning and ending of fabrication per unit e. Draft Operations and Maintenance manuals f. Factory equipment acceptance testing g. On -dock at pi ant to on-site transportation. h. Demolition i. Installation j. Interna? commissioning and dry test run k. Operation and maintenance training 1. Testing and demonstration for conditional acceptance M. Beneficial use n. Final operation and maintenance manuals o. Punch list rectification. p. Final acceptance testing. q. Submittal of As -Built documentation. D. Shop Drawings, Load Calculations. Installation Drawings, and As -Built Documents shall be provided. All Shop and Installation drawings must be submitted for review and acceptance prior to any fabrication work by the PBB Contractor. E. Catalog Cuts 1. Submit a product data manual for all manufactured and purchased items (mechanical. electrical and computer equipment) as per the specified submittal BNP Associates PBB & Aircraft Equipment 149500- 6 schedule. 2. The catalog cuts shall be contained in binders of the "presentation" type equipped with "D" rings. Additionaiiy, the binders shall be equipped with a clear spine packet to permit the insertion of the manual title, and shall be appropriately sized so at to permit page turning without undue page ripping. The catalog cut manual shall be contained within at least one volume of appropriate size and contain the following: a. Record of Revisions: A "Record of Revisions" sheet shall be provided at the beginning of the catalog cut manual. b. Table of Contents: A Table of Contents shall be provided at the beginning of the catalog cut manual. C. Index Tabs: Each catalog cut shall be identified with an index tab with permanently printed information. 3. The catalog cuts must be completely legible and have the specific items used in the system highlighted with a shaded arrow. F. Operation and Maintenance (O&M) Manuals — 1 . Three (3) sets of O&M manuals shall be provided for each provided equipment type (PBB, GPU). Manuals shall comply with Owner standards. Manuals shall be updated to include information and electrical schematics for all items. Refer to the front end contract for additional Operation and Maintenance (O&M) Manual requirements. 2. The prune purpose of the O&M Manual is to provide the Owner's operational and maintenance personnel with a thorough understanding of the Equipment, its function, special features, operational requirements, maintenance requirements, parts information, warranty information, and safety considerations/requirements for operating and maintaining the equipment safely and effectively. 3. The manual shall be written in accordance with ATA 101. 4. The O&M manual shall contain (at a minimum): a. A11 Equipment descriptions, theory of operation and specification. b. Installation and Maintenance procedures. C. Wiring, connection, and piping schematics and diagrams. Included with the manuals shall be all software, software manuals, hardware manuals and licenses. d. All schematics and diagram reference (number, name, etc.) of wires, relays, switches, pumps, motors, and etc. shall be the same as that shown on each component. e. Starting, Operation, Maintenance and troubleshooting instructions. f. Recommended Spare Parts List g. Recommended Preventative Maintenance Checklist. 5. Final O&M Manuals must be presented to the Owner prior to the acceptance testing of the first unit at each Project site. Timely submittal of the O & M Manuals is absolutely essential to the proper operation and maintenance of the Equipment. b. O&M Manuals must be updated by supplement to reflect any Field Changes, equipment changes due to Warranty changes, etc., that were made during the Warranty Period of the System, so that all sets of manuals shall reflect "As Built" information. 7. Two electronic medium copies of the O&M Manuals shall also be required an CD - BNP Associates PBB & Aircraft Equipment 149500- 7 ROM and USB stick at no additional cast to the Owner. A copy of the PLO program in read only format shall be provided on a USB stick. Two (2) duplicate flash cards with original configurations per bridge required. G. Environmental Requirements Submit any special environmental requirements above and beyond what is shown in these Specifications that may be essential for correct equipment operation. H. Inspection and Testing Program 1. Submit an Inspection and Testing Program for the Equipment to demonstrate compliance with all specified requirements. This program shall comply with the guidelines presented in the Acceptance and Testing section (Sections 2.1 S, 2.27, 2.2 8, 2.361, and 2.37) of these Specifications. 2. The Test Program shall identify and demonstrate all System Control Functions. The Test Plan is to list each Control Device, etc., and its related Control Function that is to be demonstrated/tested. Refer to the Acceptance and Testing section of these Specifications for detailed test plan content requirements. 3. The Inspection and Testing Program shall be submitted for Engineer review and approval prior to the start of System Testing in accordance with the Schedule of Submissions. I. Test Reports 1. Submit a report after completion of the internal testing, debugging, and system testing performed prior to Acceptance Testing summarizing the detailed results of the tests to the Engineer prior to requesting final Acceptance Testing by the Engineer. 2. In addition, the PBB Conh•nctor shall carry out a "dry test run" of Acceptance Tests prior to conducting such tests with the Engineer to ensure that tests conducted with the Engineer are successful. 3. Upon request, provide the Engineer the results of all in -plant tests, conducted on assemblies and/or sub -assemblies of equipment or equipment of like that are to be installed. Certification of Installation Compliance 1. Submit certificates issued by regulating authorities (in compliance with work permits — i.e. electrical, mechanical, welding, fire marshal) which certify that the Equipment has been properly installed, meets all safety standards and is operating within the required accuracy. K. Training Program Provide a minimum of eight (8) hours of maintenance and operator training, for all shifts, for each PBB, GPU type provided. Maintain attendance records for each class. Video tape training sessions and provide two (2) copies on DVD's for Owner's future use. 2. The training program shall be submitted to the Owner or his representative for review and approval prior to the start of PBB testing. Provide professional training graphics and videos that can be used for Computer Base Training. Provide complete manufacturer's literatn•e with complete description of the PBB construction, operational features, O&M training and general reference material. 4. Factory site testing to be completed prior to the shipment of the equipment and only after the shop drawing submittals have been reviewed and approved for the BNP Associates PBB & Alrcrait Equipment 149500- 8 Owner Representative. PBB contractor shall pay for all related expenses for 4 total project team members (2 Airport personnel and 2 Project Design team members), assuming one day for the PBB factory testing and one day for the GPU. L. As -Built Drawings 1. Accurate As -Built Drawings for each Gate, including all apron markings, equipment features and structural points, are to be submitted at the end of the Project in order for Final Acceptance to be granted. 1.03 QUALITY ASSURANCE A. Non -Standard Design 1. None allowable the OEM. B. Workmanship All designs and equipment components shall be as designed by Ensure that all equipment is manufactured and installed in accordance with the best commercial practices consistent with the intended design and usage and is acceptable to the Owner. Ensure that all materials and components are new and free from defects. Do not supply used equipment. whether refurbished or reconditioned, unless indicated in the Specifications and/or Drawings or without the express approval of the Owner. C. PrototypelPre-Installation Testing 1. Design and develop prototypes for any non-standard equipment components shall not be allowed. 2. Upon completion, demonstrate design optimization of these components for final acceptance by the Owner or an appointed representative. 3. Exception: In lieu of developing a particular prototype, arrangements may be made for the Owner and his Engineer to inspect an existing component in operation at an airport. D. Field Quality Control Services 1. Establish and maintain quality control for operations under this Section to ensure compliance with Contract Document requirements and maintain records of quality control for alteration and removal operations. 2. The actual quality control observations and inspections shall be documented and a copy of the documentation maintained on pike. 3. Any work found not to be in compliance with the Contract Documents shall be promptly corrected in an approved mariner, at no additional cost to the Owner. 4. If the facility is under construction and/or modification, cooperate with other contractors for coordination of right-of-way clearances and verify As -Built conditions. 1.04 DEFINITIONS A. Access Control shall mean EGE°s Security System. B. Aircraft Support Equipment shall mean all components, including installation. materials. controls and control hardware and software, with management support services required to implement the work and supply a fully functional PBB and 400 IIz as described by the contract documents. C. As -Built shall encompass all elements of the terms As Executed. D. Bill of Quantities means a document named therein as a Bill of Quantities issued to BNP Associates PBB & Aircraft Equipment 149500- 9 tenderers by or on behalf of the Owner, stating quantities of work to be carried out E. Day means a calendar day. F. DDC shall mean Direct Digital Controls. G. EGE shall mean The Eagle County Regional Airport H. GC shall mean General Contractor/HP. I. GPU means Aircraft Ground Power 400 142 Frequency Inverters J. MBA shall mean Mobile Bridge Adapter K. NTP shall mean Notice -to -Proceed. L. Other Contractor means a firm or a person other than the PBB Contractor who enters or has entered into a Contract with the Owner. M. Owner shall mean The Eagle County Regional Airport N. Passenger Boarding Bridge (PBB) shall mean all components, including installation materials, controls and control hardware and software, with management and support services required to implement the work and supply fully functioning Equipment as described by the Contract Documents. O. PCA shall mean Preconditioned Air unit. P. PDP shall mean Power Distribution Point. Designated location to provide power for the PBB and/or 400 Hy Solid State Converter. Q. PLC shaii mean Programmable Logic Controller, which controls the PBB and/or 400 Hz Solid State Converter operation. R. PWC shall mean Potable Water Cabinet S. In these written Specifications and Contract Drawings (unless inconsistent with the content or subject matter or unless a contrary intention otherwise appears) the following apply: 1. Words importing the singular include plural and words importing the plural include the singular. 2. Words importing persons include a partnership and a body corporate. 3. Words importing the masculine gender include the feminine and neuter genders. T. Schedule of Rates means any schedule included in the Contract which, in respect of any section or item of work to be carried out, shows the rate or respective rates of payment for execution of that work and which may also include provisional items, provisional sums, quantities and prices. U. Site means the lands and other places made available or to be made available to the Contractor by the Owner for the purposes of the Contract. V. Specifications mean the specification for the works included in the Contract and any modification of such specification thereafter directed to the use of which has been permitted by the Owner. W. Substantial Completion mean the installation of the Equipment has been completed, tested, is ready for use, and is conditionally accepted by the Owner. X. The Contract Drawings means the drawings referred to in these written Specifications, the Contract mcl any modifications of such drawings notified to the Contractor by the Owner and includes such other drawings as may from time to time be supplied to the BNP Associates PBB & Aircraft Equipment 149500- 10 Contractor by the Owner, or the use of which has been permitted by the Owner. for the purposes of the Contract. Y. The Engineer shall mean Owner's Design Consultant. z The Works means the whole of the work to be executed in accordance with the Contract, including variations provided for by the Contract. 1.05 STANDARDS A. The standards and codes applicable to the work are specified in each section of the Product Specifications. Part 2. B. The Equipment shall be designed in accordance with good engineering practices and the designs standard stated herein. It shall be designed to achieve the maximum safety of operators, and maintenance personnel. All elements of the Equipment shall be designed to be fail-safe in operations. Operating controls and maintenance features shall be designed such that errors in the operation of the Equipment shall not cause damage to any of the elements. Particular attention shall be given to keeping components simple, rugged and easily maintained. C. The Equipment shall be designed to conform to all applicable Federal, State and Local codes and regulations as applicable to the location of the installation. 1.06 EQUIPMENT DESIGN AND PERFORMANCE REQUIREMENTS A. General 1. All equipment components shall be as specified by the Original Equipment Manufacturer (OEM), be new and be in strict accordance with the Specifications described herein. It should be noted and stressed that the equipment shall be engineered, fabricated and installed with the objective being rugged, heavy duty, impact resistant equipment capable of withstanding the abuse and exposure to damage experienced in an air transportation facility. Other key factors to be considered in the development of the equipment and its elements shall be simplicity, reliability, maintainability, safety, and capability with existing equipment. All equipment components shall be as specified by the OEM and shall cover the Owner's desire to have components located and installed in the same manner as found in a PBB produced by the OEM. B. Request for Deviations from Drawings or Specifications 1. Requests for deviations from Drawing or Specification requirements may be approved at the discretion of the Owner to permit use of standards inherent in the equipment when it has been determined by the Owner that such deviations will in no way be detrimental to the Equipment, the safety, operation and maintenance of the specified Equipment, Equipment design, Equipment reliability and its associated inventory of spare parts. C. Radio Frequency Interference/ Electromagnetic Interference (RFI/EMI) Ensure by proper design and/or shielding that the equipment shall not create electromagnetic emissions that can, in any way, cause interference with communications within the airport or between the airport and aircraft or ground support vehicles. D. Maintainability, Life & Reliability (Applies to furnished parts and component assemblies only) The requirements set forth in this section are minimum requirements and do not relieve the obligation to provide equipment for which all required maintenance BNP Associates PBB & Aircraft Equipment 149500- 11 tasks can be readily performed. E. Stand ard(Interch ange able Components (Applies to furnished parts and component assemblies only) 1. Provide like types of equipment from the same manufacturer wherever practicable. F. Lifespan (Applies to furnished parts and component assemblies only) Provide equipment components and items for an equipment life of a minimum of twenty years and an operating duty cycle of twelve hours a day, three hundred sixty-five days per year, based upon a frequency of 5000 cycles per year. G. Moisture and Mold Resistance 1. Equipment and controls that are exposed to the weather must he weatherproof type H. Parts Availability (Applies to furnished parts and component assemblies only) 1. Maintain, for immediate delivery, an adequate inventory of spare parts, especially the long lead-time items, required for routine maintenance of the Equipment. Ensure, through the availability of shop and As -Built drawings and through the availability of actual parts, that critical spare and replacement parts required by the Equipment are made available for a minimum ten year operational period. Additionally, ensure the availability of custom or special components. 2. Failure to make such parts available during the ten year operation period, or should pricing become unreasonably high on a competitive basis, the Owner has the right to permit the use of the Project Drawings, at his discretion. for fabricating such parts, or having such parts fabricated. 1.07 WARRANTIES (App Iies to furnished parts and component assemblies only) A. General Warranty Warrant any new Equipment/Software for one year against defective parts and labor. warrant new equipment for one year against defective labor and warrant all Equipment for five years against design defects beginning on the FinaI Acceptance/In Service date as related to this project application. 2. Assign the Owner all warranties for all materials and equipment received from subcontractors and suppliers. 3. Warranty Exclusion: This warranty shall not apply with respect to any defects or inconsistencies, which are attributable to repair, alteration, misuse or abuses by any person other than authorized personnel or Subcontractors. Liability shall be limited to repairing or replacing defective or non-performing part(s) at no cast to the Owner. 4. Technical Support: Provide technical support, as defined by the Bid, and agreed upon by the Owner. This support shall be by personnel qualified to advise the Owner on training, provisioning, start-up and maintenance of the equipment. 5. Warranty Limitation: Liability shall be determined in the Contract Agreement and shall also include repairing or replacing a defective or non-performing part or parts at no cost to the Owner. G. Period of Responsibility: If, within one (1) year from the date of Final Acceptance of the work, the work or the Equipment, or any equipment or material is found in BNP Associates PBB & Aircraft Equipment 149500- 12 any respect not to conform to the Warranty set forth herein. within forty-eight hours of notification by the Owner, commencement of correction shall take place to repair or replace the fault and/or malfunction. This work shall occur on-site during non -peak operating periods or at such times as the Owner may direct, all without additional cost to the Owner. 7. In the event that the new 400 Hz equipment is out -of -service due to this Project and cannot be repaired within 120 hours of notification, provide a mobile 400 Hz unit for Owner's use, at no cost to the Owner. Proposals of an alternate plan that reimburses the Owner for the use of their own Equipment during any downtime shall be reviewed. S. Royalties and License Fees: Pay all royalties and software license fees, and defend all suits or claims, for infringements of any prior or patent rights and save the Owner harm from liability, expense of loss on account thereof, with respect to any processes, devices, methods, articles, inventions, things or procedures used in the Project. B. Labor Warranty: Warranty support shall be provided as follows: 2. Pay for the Owner to accomplish the normal warranty labor repair work with its maintenance staff. 3. Provide labor for work related to design deficiencies. C. Parts Warranty (Applies to furnished parts and component assemblies only) 1. Terms: Provide a parts warranty which states material and equipment furnished and installed shall be new and free from faults and defects in material, workmanship, detail or incorrect component selection; shall conform to the functional and technical requirements of this Section and Contract Drawings contained herein; shall comply with all laws, statutes, ordinances and codes applicable at the installation site; and shall be suitable for the intended purposes. Excessive wear shall be considered a defect within the provisions hereof. 2. Parts shall be shipped freight pre -paid to the location specified by the Owner. Failed or malfunctioned parts shall be returned to the PBB equipment Contractor, FOB (freight an board), within ten (10) days of notification of detection of such failed or malfunctioned parts. D. Spare Parts Spare parts for each phase shall be made available for purchase by the Owner prior to the commissioning of the first PBB delivered to the site. The Owner shall, taking the recommendations of the Equipment Contractor, purchase such spare parts as it deems necessary and said parts shall be stocked an Airport property. Stock control shall be by the Owner who shall grant reasonable access to the Equipment Contractor's warranty service agency during the warranty period. All items withdrawn from stock shall be replaced pursuant to warranty services, within two weeks of such withdrawal. Ending of the warranty period shall be contingent on the replacement of all stock withdrawn pursuant to warranty services whether such services were accomplished by the warranty service agency or the Owner. In no case shall the absence of appropriate spare parts be construed in any way to abridge or interfere with the responsibilities of the warranty services as defined herein. E. Design Warranty (Applies to furnished parts and component assemblies only) BNP Associates PBB & Aircraft Equipment 149500- 13 1. Terms: Provide a Design Warranty which states that the Equipment/Software, materials and equipment furnished and installed shall be free from faults and defects in design; shall conform to the functional and technical requirements of this Section and Contract Drawings contained herein; shall comply with all laws, statutes, ordinances and codes applicable at the installation site; and shall be suitable for the intended purposes. Excessive wear shall be considered a defect within the provisions hereof. 2. Design Failure: In the event a design failure occurs during the warranty period, replace all such components, assemblies or devices utilizing the design in a similar application in which the failure occurs by components, assemblies or devices redesigned to prevent such occurrences at no cast to the Owner. Submit proposed redesign drawings and re -selected component designations to the Owner far their approval. Issue a new warranty period upon the replacement of such redesigned items. Components, assemblies or devices shall be considered as design failures if any of the following occurs during the warranty period: a. More than two failures on one or more components or assemblies of components of a similar construction or design. used in a similar application. b. More than two unscheduled replacements of an expendable component in similar devices. C. A demand for frequent, unscheduled adjustment or other maintenance action in similar devices. d. Frequent activation of overload protection elements in similar devices. e. Inappropriate action of control or sensor elements during operational conditions. f. Occurrence of an accident or an imminent safety hazard revealed during operational conditions. g. Uncovering of a condition of Specification non-compliance or degradation of specified functional requirements during operation. 3. Period of Responsibility: If within five (5) years from the date of Final Acceptance of the work, the work or the Equipment/Software, or any equipment or material is found, in any respect, not to conform to the Warranty set forth herein, within forty-eight (48) hours of notification by the Owner, initiate the following series of steps in order to correct the deficiency: a. Determine the cause of failure. b. Prepare drawings showing recommended design changes and submit to the Owner. C. The Owner shall comment with a change request or approval. d. Make design changes if requested. e. After the Owner has approved the design, all components of the Equipment incorporating the same design deficiency shall be modified as agreed upon by the Owner. f. The Party Warranty period and the Design Warranty period shall start again on the date that the design change has been incorporated. End of Part 1 BNP Associates PBB & Aircraft Equipment 149500- 14 EXHIBIT A DESIGN AIRCRAFT MIX Aircraft Type Gates 1-4 G ante s 5-6 Q400 X CRJ 7001 X X CS 100/300 X X B737-7W/SWl9W X X B737 MAX 800-900 X X A31 913 20 X X A320 NEO X X B757-20OW X Gates are to accommodate, at a minimum, the above aircraft mix. GPU are to be designed around the Category IV aircraft noted in the mix above. 12' columns or eclta'valent inetliod recLared in order to service future potential smaller express mid 1arc, e wide-body aircraft *Gates 5-6 are to be ground loaded only. BMP Associates PBB &Aircraft Equipment 149500- 15 TECHNICAL SPECIFICATIONS PART 2A - PRODUCT SPECIFICATIONS: PASSENGER BOARDING BRIDGES - TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES PART 2B - PRODUCT SPECIFICATIONS: 400 HZ GROUND POWER UNITS - TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES PART 2C -PRODUCT SPECIFICATIONS: EXTERIOR FIXED WALKWAY -TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES PART E3 -EXECUTION SPECIFICATIONS -TO BE DEVELOPED DURING THE DETAIL DESIGN PHASES END OF SECTION 149500 BNP Associates PBB & Aircraft Equipment 149500- 16 EM § ,7§ §§ 2 _@ C) ED §S Q� § �.6-2 -�-- L-.6 ��1 - .l--� ! M y 3 2 EO n im rr' m - LLJ i - m r 8 H 'a't0 I lw4mm i- - 1131 ------------- I F qe s �a e it $ p 7 a $ o B p W £ €L p d� Y 29 -I M. 2 Z r m U w maa mm m m r� R ;I�■■��■�<!■! a § / 3jz k� )22 _@ ° § B§ § /7? § § ( coca � e: / \ CK Amo m� �r m m¢ m. n II u t� m¢¢ mm m ao U [S c0 ¢ ¢ - ca m J Q IJ ----------—-———------————--—----- ---------—-———------————--—- -. 11 r. l H4 E � I f l l MIS .�i I EXHIBIT 2.02 Document Log 0 HENSEL PHELPS Plan. Duild. Manage. Eagle Airport GMP Proposal August 18, 2017 ECAT - EAGLE COUNTY AIR TERMINAL CORPORATION EXPANSION AND REMODEL 219 ELDON WILSON ROAD GYPSUM, CO 81637 Exhibit 2.02 Document Log Sheet Number Sheet Name Latest Current Revision Description Date 01 -GENERAL GO COVER SCHEMATIC DESIGN 913 0120 1 7 DRAWING INDEX SCHEMATIC DESIGN 613012017 PROJECT INFORMATION SCHEMATIC DESIGN 613012017 GENERAL NOTES SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 SYMBOLS - POWER 8 COMMUNICATIONS SCHEMATIC DESIGN 6/30/2017 TYPICAL MOUNTING LOCATIONS SCHEMATIC DESIGN 6/3012017 GO 302 RDA REOUIREM3NTS 8 DETAILS SCHEMATIC DESIGN 6/3/2017 ADA RE SCHEMATIC DESIGN 6i 3012017 CODE COWLIANCE - CODE ANALYSIS SCHEMATIC DESIGN 1 6130/2917 EGRESS AND OWUPANCY PLAN - LEVEL 01 SCHEMATIC DESIGN 1 613012017 2 SCHEMATIC DESIGN 1 613012017 02 - PASSENGER BOARDING BRIDGES CIVIL APP QQ GENERAL ARRANGEMENT GENERAL ARRANGEMENT SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 GATE 2 SCHEMATIC DESIGN 613012017 GATE 3 SCHEMATIC DESIGN 613012017 AP2 04 GATE 4 SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 04 -STRUCTURAL SHEET INDEX. ABBREVIATIONS AND GMP SET 712912017 slool GENERAL NOTES AND DESIGN CRITERIA GMP SET 712612017 GENERAL NOTES GMP SET 7/2612017 STRUCTURAL TESTING AND INSPECTIONS GMP SET 7/2612017 STRUCTURAL TESTING AND INSPECTIONS GMP SET 7/2612017 LOAD PLANS GMF SET 7/2612017 COMPOSITE FOUNDATION PLAN - LEVEL 91 GMP SET 7/2612017 COMPOSITE FRAMING PLAN - LEVEL 92 GMP SET 712612017 Sl 103 COMPOSITE FRAMING PLAN - ROOF LEVEL GMP SET 712612017 PERFORMANCE SPECIFIED FRAMING GMP SET 712612017 05.00 - DEMOLITION DM1 000 ARCHITECTURAL DEMOLITION SITE FLAN SCHEMATIC DESIGN 613012017 DEMOLITION PLAN - LEVEL 91 - COMPOSITE SCHEMATIC DESIGN 6/3012017 DEMOLITION PLAN - ROOF LEVEL - SCHEMATIC DESIGN 6/3012017 DEMOLITION PLAN - LEVEL 91 - AREA A SCHEMATIC DESIGN 613012017 DEMOLITION PLAN - LEVEL 91 - AREA B WmR SCHEMATIC DESIGN 613012017 DEMOLITION PLAN - LEVEL 91 - AREA C SCHEMATIC DESIGN 613012017 DEMOLITION PLAN - LEVEL 91 - AREA SCHEMATIC DESIGN 613012017 DEMOLITION PLAN - ROOF LEVEL - AREA A SCHEMATIC DESIGN 6/30/2017 D.M 12,0 DEMOLITION PLAN - ROOF LEWL - AREA B SCHEMATIC DESIGN 6/30/2017 DEMOLITION PLAN - ROOF LEVEL - AREA C SCHEMATIC DESIGN 6/30/2017 DEMOLITION PLAN - ROOF LEVEL - AREA b SCHEMATIC DESIGN 6/30/2017 05.01- ARCHrrECTURE A(L 100 EXTERIOR ASSEMBLIES SCHEMATIC DESIGN 613012017 INTERIOR MATERIALS SCHEDULE SCHEMATIC DESIGN 613012017 Al 000 ARCHITECTURAL SITE PLAN SCHEMATIC DESIGN 613012017 Al 101 COMPOSITE PLAN - LEVEL 01 SCHEMATIC DESIGN 613012017 Al 10) COMPOSITE PLAN - LEVEL 02 SCHEMATIC DESIGN 613012017 Al 103 COMPOSITE PLAN - ROOF SCHEMATIC DESIGN 613012017 Al 201 A CONSTRUCTION PLAN -LEVEL 91 - AREA A SCHEMATIC DESIGN 613012017 CONSTRUCTION PLAN -LEVEL 91 - AREA B SCHEMATIC DESIGN 613012017 Al 201C CONSTRUCTION PLAN -LEVEL 91 - AREA C SCHEMATIC DESIGN 613012017 Al 70A CONSTRUCTION PLAN - LEVEL 92 - AREA A SCHEMATIC DESIGN 613012017 Al 707R CONSTRUCTION PLAN - LEVEL 92 - AREA B SCHEMATIC DESIGN 613012017 CONSTRUCTION PLAN - LEVEL 92 - AREA C SCHEMATIC DESIGN 613012017 Al 203A CONSTRUCTION PLAN - ROOF LEVEL - AREA SCHEMATIC DESIGN 613012017 Al MIR CONSTRUCTION PLAN - ROOF LEVEL - AREA SCHEMATIC DESIGN 613012017 CONSTRUCTION FLAN -ROOF LEVEL - RREA SCHEMATIC DESIGN 613012017 - SCHEMATIC DESIGN 613012017 Al 502 COMPOSITE REFLECTED CEILING PLAN - LEVEL 92 SCHEMATIC DESIGN 6 1 3 0120 1 7 Al 701 FURNITURE PLAN - LEVEL 91 SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 EXTERIOR ELEVATIONS -NORTH SCHEMATIC DESIGN 613012017 EXTERIOR ELEVATIONS -NORTH SCHEMATIC DESIGN 613012017 AP lQ7 EXTERIOR ELEVATIONS - NORTH AND SCHEMATIC DESIGN 613012017 A7 103 EXTERIOR ELEVATIONS - EAST AND WEST SCHEMATIC DESIGN 613012017 BUILDING SECTIONS SCHEMATIC DESIGN 613012017 BUILDING SECTIONS SCHEMATIC DESIGN 613012017 A.q Mn INTERICR ELEVATIONS SCHEMATIC DESIGN 613012017 A3 201 INTERIOR ELEVATIONS SCHEMATIC DESIGN 613012017 A4000- SCHEMATIC DESIGN 613012017 WALL SECTIONS - NORTH AND SOUTH SCHEMATIC DESIGN 613012017 WALL SECTIONS - NORTH SCHEMATIC DESIGN 613012017 A4003 W9 4:f� SCHEMATIC DESIGN 613012017 - SCHEMATIC DESIGN 613012017 AfLOOD 5–AIR PLANS 8 SEC–IONS 11 1 SCHEWTIC DESIGN 913912917 02 - CIVIL (ENGINEERING HELD UNDER DESIGN BUILD GENERAL CONTRACTOR) 01000 CONSTRUCTION SAFETY DRAWING PHASE -1 cl 000 CONSTRUCTION SAFETY DRAWING PHASE - 2 SCHEMATIC DESIGN SCHEMATIC DESIGN 613012017 613012017 cl 200 CONSTRUCTION SAFETY DRAWING OVERALL SCHEMATIC DESIGN 613012017 cl Ono DEMOLITION PLAN SCHEMATIC DESIGN 613012017 C? 000 CIVIL SITE PLAN SCHEMATIC DESIGN 613012017 u 500 GEMETRY, CONCRETE JOINT LAYOUT PLAN AND JOINT DETAILS SCHEMATIC DESIGN 613012017 C3 000 GRADING AND SPOT ELVATION PLAN SCHEMATIC DESIGN 413-012017 C3 500 TYPICAL SECTIONS SCHEMATIC DESIGN 613012017 PAVEMENT MARKING PLAN DETAILS SCHEMATIC DESIGN613012017 C0.000 FENCE LAYOUT PLAN AND DETAILS SCHEMATIC DESIGN 613012017 10 - ELECTRICAL (ENGINEERING HELD UNDER DESIGN BUILD GENERAL CONTRACTOR) ELECTRICAL COVER SHEET GW SET 713112017 FO 001 ELECTRICAL SITE PLAN GW SET 7131120 17 - GW SET 713112017 EXISTING ELECTRICAL ONE-LINE DIAGRAM GW SET 713112017 NEINELECTRICAL ONE-LINE DIAGRAM GW SET 713112017 FO 005 NEIN ELECTRICAL ONE-LINE DIAGRAM GiuF SET 713112017 [;fuF SET 713112017 Fl 101 OVERALL LEVEL 1 POWER PLAN GiuF SET 713112017 Fl 102 OVERALL LEVEL 2 POWER PLAN GiuF SET 7131/2917 Fl 103 OVERALL ROOF POWER PLAN GiuF SET 7/31/2917 F1201A LEVEL 1 AREA A POWER PLAN GW SET 7/31/2917 Fl 201B LEVEL 1 AREA R POWER PLAN GW SET 7/31/2917 Fl 201C LEVEL 1 AREA C POWER PLAN GW SET 7/31/2917 Fl 7Q7A LEVEL 2 AREA A POWER PLAN GW SET 7/31/2917 GW SET 713112017 LEVEL 2 AREA C POWER PLAN GW SET 713112017 Fl P(LqA ROOF POWER PLAN AREA A GW SET 713112017 GW SET 7/3112017 kj.20jL_ ROOF POWER PLAN AREA C GW SET 7/3112017 FL1 201A LEVEL 1 AREA A LIGHTING PLAN GW SET 7/3112017 FL1 M16 LEVEL 1 AREA R LIGHTING PLAN GW SET 7/3112017 [;fuF SET 7/3112017 [;fuF SET 7/3112017 LEVEL 2 AREA R LIGHTING PLAN GiuF SET 7/3112017 Fl 1 7M LEVEL 2 AREA C LIGHTING PLAN GW SET 713112017 08 - LECHANICAL (ENGINEERING HELD UNDER DESIGN BUILD GENERAL CONTRACTOR) IM 007 '6CHt!UULt!'6 SCHEMATIC DESIGN 6139/2917 w 101 SITE PLAN SCHEMATIC DESIGN 683912017 w 102 OSITE PLAN 2 SCHEMATIC DESIGN 613012017 W 103 SCHEMATIC DESIGN 613012017 jLEWL1 MCOMPOSITE MI 101A- - SCHEMATIC DESIGN 613012017 w 101B -LEVEL 91 - SCHEMATIC DESIGN 683012017 - LEVEL 91 - SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 Lit 102H hkUHANIGAL. PLAN - - AFhA. 8 SCHEMATIC DESIGN 613012017 w 102C MECHANICAL PLAN - LEVEL 92 - AREA C SCHEMATIC DESIGN 613012017 MECHANICAL PLAN - ROOF LEVEL - AREA A SCHEM%TIC DESIGN 683012017 SCHEM%TIC DESIGN 6/33012017 MI 103C- - SCHEM%TIC DESIGN 6/33012017 hyl 101 fvECHANCAL PIPE COMPOSITE PLAN - LEVEL 1 SCHEM%TIC DESIGN 613012017 Upi 102 fvECHANCAL PIPE COMPOSITE PLAN - LEVEL 2 SCHEM%TIC DESIGN 613012017 LIP 1 103 wC SCHEMATIC DESIGN 6/33012017 KFI MIA h*TGKAM(;AL PIPING PL- - SCHEMATIC DESIGN 613012017 hyl 201H MECHANICAL PIPING PLAN -LEVEL 1- AREA SCHEMATIC DESIGN 613012017 MECHANICAL PIPING PLAN -LEVEL 1- AREA SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 LIP I 207B- - SCHEMATIC DESIGN 613012017 SCHEMATIC DESIGN 613012017 MP1 203A SCHEMATIC DESIGN 1 613012017 hyl MR LEO- - SCHEMATIC DESIGN 613012017 KF1 203C MECHANICAL PIPING PLAN - ROOF - AREA C SCHEMATIC DESIGN 613012017 09- PLUM SING (ENGINEERING HELD UNDER DESIGN BUILD GENERAL CONTRACTOR) PO 001 UNALMED GLIP SET 7.2612017 PO-002 UNARMED GLIP SET 7126.2017 Pi 100 PLUM9NG COMPOSITE PLAN - UNDERGROUND GLIP SET 7/2612017 Pi 101 PLUM9NG COMPOSITE PLAN - LEVEL 91 GMP SET 712912017 Pi 102 PLUM9NG COMPOSITE PLAN - LEVEL 92 GMP SET 712912017 PLUM9NG COMPOSITE PLAN - ROOF GMP SET 7IM12017 Pl 200A PLUM9NG UNDERGROUND - AREA A GLIP SET 7/26/2017 PLUM9NG UNDERGROUND - AREA R GLIP SET 7/26/2017 PLUM9NG UNDERGROUND - AREA C GLIP SET 7/26/2017 PLUMHNG PLAN - LEVEL 91 - AREA A fiuF SET 7/26/2017 Pl 201H PLUM9NG PLAN - LEVEL 91 - AREA R GLIP SET 7/26/2017 Pi 701C PLUM9NG PLAN - LEVEL 91 - AREA C GLIP SET 7/26/2017 PLUM9NG PLAN - LEVEL 92 - AREA A GiuF SET 7/26/2017 PLUM9NG PLAN - LEVEL 92 - AREA B GiuF SET 7/26/2017 Pl 202C PLUM9NG PLAN - LEVEL 92 - AREA C GiuF SET 7IM12017 PLUM9NG PLAN - ROOF LEVEL - AREA A GLIP SET 7/26/2017 LAN - ROOF LEVEL - AREA B fiuF SET 7126.2017 PLAN - ROOF LEVEL - AREA C GiuF SET 7.2612017 Pl 301 PLUM9NG PLANS GLIP SET 712812017 Pl 302 PLUM9NG PLANS GLIP SET 71MIN17 PENLARGED Pl 303 PLUM9NG PLANS GiuF SET 7126.2017 GiuF SET 7/26/2017 Pl 305 ETRIS GiuF SET 7/26/2017 Pl 308 ETAILS GW SET 7/26/2017 10- TECHNOLOGY (ENGINEERING HELD UNDER DESIGN BUILD GENERAL CONTRACTOR) TO 001 It!(;HNOLG5YUIA5K GiuF SET 713112017 TECHNOLOGY DIAGRALE GiuF SET 713112017 003 TECHNOLOGY DIAGRALE GiuF SET 1 713112017 GiuF SET 1 713112017 EXHIBIT 2.03 Electronic Documents QHENSEL PHELPS Plan, Build, Manage. Eagle Airport GMP Proposal August 18, 2017 Drawings are located at the below Link: (Copy and paste into internet browser) https:lJhpcc2013- my.sharepoint.com/personal/kdb2 henselphelps coml layouts1151guestaccess.aspx?docid=1663fO935a 25843bf8c750afe4dc814e1&authkey=ARi0c4VR3NdM21isn CFi3l QHENSEL PHELPS Plan, BUM. Manage. August 18, 2017 Eagle Airport GMP Proposal EXHIBIT 2.04 Room Finish and Door Schedule QHENSEL PHELPS Plan, Build, Manage. August 18, 2017 Oane ECAT Archteri Gw%lw ECAT Expansion and Remodel Floor. Base. Wall and Ceding Finishes DravAhg Date! &S6*D17 ReAdm No, 00 ROOM DESCRIPTION Door Tt —iii?ia>:6:�R.•.� K.n.^M=r-ME'LLINnaLpmi"jm������____���CiTl:1-LF.^.[!� Has se D�E:i►7©D Boom������ 27.IJ-17 Nm Roan Name Tree l ai Sim From Rd. REMARKS s 12 y le F c REMARKS Concourse ExpanWan Level 1 102 Vetwule Glass Exlerra 3680 AW nave Medium Sok Y Y Y Y Y Y 102 Ve9bvle Glass Exterra 3690 AW none Medium Sok Y Y Y Y Y Y 102 Ve9bvle Glass Intena 3690 AW none Medium Sok Y Y Y Y Y CR 2 ea WDetay Alarm Pane 101 Gale lounge5&6 NM Exterra 3050 M1 Y Y Y Y Y CR 2 ea %,eDelay Alarm Panic 102 Ve9bvle Glass Intena 3690 AW none Medium Sok Y Y Y Y Y CR 2 ea WDetay Alarm Pane 103 Storage VVD Intena 3050 M1 20 Y Y Y Y Y 105 ATO Flat VVD Intena 3050 M1 20 Y Y Y Y Y Y Card Reader 2 ea 107 Janitor VVD Intena 3050 M1 20 Y Y Y Y Y Y 108 Electrical W❑ I Intena 3050 M1 20 Y Y Y Y Y Y 109 LPA ❑ Vvb d Intena 3070 M1 none Y Y Y March exsunq 110 LPA Manager Vvb d Intena 3070 M1 none Y Y Y March exsung 111 Nall Vvb d Intena 3070 M1 none Y Y Y Y Card Reader 2 ea 112 LPA CCRlComm Vvb d Intena 3070 M1 nwel Y I Y Y Y March exsung 113 LPA Swage Vvb d Intena 3070 M1 none Y Y Y IMatch exsunq 114 LPA Brealftocxe' Vvb d Intena 3070 M1 none Y Y Y Pa e 114 UA BreaidLo&w "dm Inteea Mi neve ARE NO EX0ITNG W N W WS. 115 AA Office Wood Interior 9070 FM nme Y Y Y March exiling 115 AA Office vkdm Inteila I dial nme ARE NO EX I9TNG W N W WS. 116 AA CCR Wood Intena 3000 FM nme Y Y Y Y March ftkdrg 117 Starage Wood Inlenor 3000 FM nme Y Y Y 119 CimtAabw Glass Exterior 3000 AW nme Medium Sul& CR 2 m 4Deiay Alarm Panic 125 Cmcesmi a NM Intena 3000 FM 20 Y Y Y Y Y Y Y 125A Calk& NM Exterior 3050;HTM 20 Vldm lite Y Y Y Y Y Y CR 2 m 125A Calk& NM Exterior 3050 20 Vldon lite Y Y Y Y Y Y CR 2 m 177 Elertrlcal NM Intena 3000 20 Y Y Y Y Y Y 129MDF FM Inlenor 3000 20 Y Y Y Y Y Y 129 Bader NM Intena 3000 20 Y Y Y Y Y Y 190 Hall NM Intena 3080 20 VMW lite Y Y Y Y Y Y R 2 ea 4Dela Alarm Panic 190 Hall WD Intena 3080 20 Y Y Y Y Y Y R 2 ea 4Dela Alarm Panc 191 Ai al a NM Extalor 3000nme for FJiueCR Y Y Y Y Y Y Y 192 Interceptor Rain FM Extalcr 9000nme for FJiueCR Y Y Y Y Y 198 Water Ear FM Extalcr 9000 nme Prep for Faure CR Y Y Y Y Y Y Y 194 Eledmal NM Exterior 9000 FM 20 Prep for Faure CR Y Y Y Y Y Y Y Y Level 2 STI - EMena Gla Inteda 9080 AW nme Medium Silk Y Y Y Y Y CR 4Dela Paarm Parc 201 Gaze Lmn e 1 FM Exterlor 9680 FM nme Y Y Y Y Y Y Y CR 2 ra NdD Alarm Panic 202 Gaze Lain e2 FM Exlena 1 3680 FM nme Y Y Y Y Y Y Y CR 2 raNdDela Alarm Panic 203 Gaze Lain e9 M1 Exlena 3680 FM nme Y Y Y Y Y Y Y CR 2 ea4Dela Alarm Panic 204 Gaze Lain e4 FM Exlena 3680 FM nme Y Y Y Y Y Y Y CR 2 ea 4Deiay Alarm Panic 20B a VVD Intena 3680 FM 20 Y Y Y Y 200 Eledmal WD Intena 3680 FM 20 Y Y Y Y Y Y 200 Ai al a WD Intena 3680 FM 20 Y Y Y Y 2101DF VVD Inlenor 36W FM 20 Y Y Y Y Y Y 212 Pel Relief VVD Inlenor 36W FM none Y Y Y YY Y Occu edwno ied latch 213 Farad VVD Inlenor 36W FM none ne Y Y Y Y Y Y l0ccupied6jno ied latch 214 FWrsn WD Inlena 3680 FM nme Y Y Y Y Occ iedhinacai ed latch ST2 & Intens 3680 FM 20 Y CR %WDelaV Alarm Panic 217.1-1- WD Intena 3680 FM 20 Y Y Y Y Y Y Cmcasslm 215 �sV"Dn a Storage n= Ce59 s VVD nlena m IwDHL Acting y Y Y Y Y Y Ymay mix Clem da dude axng �s VVD ntena JEW HM lvmw 20 VMW AeIDHL ACUng I 1 Hensel Phelps Page 1 of 1 Daze Prlinled- O0 -Aug -2017 —iii?ia>:6:�R.•.� K.n.^M=r-ME'LLINnaLpmi"jm������____���CiTl:1-LF.^.[!� D�E:i►7©D Boom������ . �ii3iia>:�r^47.7!^t•�.n.^:i�,yO E'iYL�ti.i+■Erb- —�7���'�������� ' Hensel Phelps Page 1 of 1 Daze Prlinled- O0 -Aug -2017 EXHIBIT 3.01 Master Project Schedule QHENSEL PHELPS Plan. Build, Manage. Eagle Airport GMP Proposal August 18, 2017 N n a m m rp a LL LL$ 3 r LL 3 2 LL f 1. $ r 1. LL LL LL LL LL$ 3 r r LL f LL 3 LL LL LL E 3 O N 5r5r N .� ••1 ni N � Vt � � N N � r1 N O � ^l = = N � � � M M .� M N � � � O .•� M N N Vii d a T N N eel+ M e�11 �+ phi 'a~ .•I N N -ap1 C in .I a a O O O N O a s rJ O c N ~ O c O N d ~ O O ~ O x x 9 9 9 X x m •3 M M ca ca cm N N auO m c Ir 1v 4 c 7 m a ~ Q a Q Q W a U c m v1 s 7 a' W 7 p 7 7 1n a 4❑ ❑o ca o .� $ $ M Q 7 7 U d d a a v m a a 9 a o a Q Q m a a s o a a G h 1�i1 Q z m Fo m Q m Fo m d p❑ a a a E N E a a M c g a N m e c Yj a d �' d �c �' �' d Q `o c `g a d •� v u u u u $ ``° a 3 a 3 F m 3 3 v c ,� as as a a a a m a a a a °� ca d ❑ z f ❑ z ❑ ❑ z c ❑ ❑ ❑ ❑ ` c ?2 ?2 N L7 O a p a a a a a a a a a N = N N N P P 111 N n a m m rp a LL LL$ 3 r LL 3 2 LL f 1. $ r 1. LL LL LL LL LL$ 3 r r LL f LL 3 LL LL LL E 3 O N 5r5r N .� ••1 ni N � Vt � � N N � r1 N O � ^l = = N � � � M M .� M N � � � O .•� M N N Vii d a T N N eel+ M e�11 �+ phi 'a~ .•I N N -ap1 C in .I a a O O O N O a s rJ O c N ~ O c O N d ~ O O ~ O x x 9 9 9 X x m •3 M M ca ca cm N N auO m c Ir 1v 4 c 7 m a ~ Q a Q Q W a U c m v1 s 7 a' W 7 p 7 7 1n a 4❑ ❑o ca o .� $ $ M Q 7 7 U d d a a v m a a 9 a o a Q Q m a a s o a a G h 1�i1 Q z m Fo m Q m Fo m d p❑ a a a E N E a a M c g a N m e c Yj a d �' d �c �' �' d Q `o c `g a d •� v u u u u $ ``° a 3 a 3 F m 3 3 v c ,� as as a a a a m a a a a °� ca d ❑ z f ❑ z ❑ ❑ z c ❑ ❑ ❑ ❑ ` c ?2 ?2 N L7 O a p a a a a a a a a a EXHIBIT 3.02 Temporary Phasing Plans QHENSEL PHELPS Plan. Build, Manage. Eagle Airport GMP Proposal August 18, 2017 F CCcc LL p a J 7� a w LU 2 w LLJ J { i O C U W fn C7 r pp N Y . � • LU to w c � g jo. iyY 11 � LLL L �.; L y " r i � w & N � � � ill IIS Mo W CI] Q 2 C'3 Z_ LI] 2 Z Q f— U ZD re, 0 0 w W LL Z O O J w O O H O LU 0 0 a Cn Vl Q f r - e m Qo rn F-- z y � J O Go Q Q ~ U { O I } v LU C) r w }� z I I )4 4. W y S 0 E �f �— S Ln y i� - i li }L O ,.{ S I N O r CC Z El- El - C) j 111 li - o Q } , IL �— a° c U Ln L �! < 0 Q 0 l Fri v i f aOLLC7cn�I L C, o 0 0 0= I. O Wi I- o_r U r' vhW1 {} Cl) LU Ln } - - O O Q — Qv LY L_ 0 e ° w ` '- C7 O O r /I x I J Q O ° IL 0 = ° = N ZW F=0 M O Ln H p W l i C7 _ - O Wkk v n r o s l S L S1 Ul) ~' Woo CL CL m S 0 O ■-M W CI] Q I..L CD Z 2 Z a U ZD 0 O = C7 W Z Z = ~ V7 0> [n Luw Up rn Z c d LL O :::) = U Wa OC9C7 01 N Q Sr = Cn �C7j UZ 1711m0 =O m z � w z 0 o z � z W F Y QDJ SCC Q O W O � l 'i I Q LU Q W C9< Z El� m N U Z W QC) O U CD Z C Q m Z � Z C) O LL Q IM I I d m y C H E 1• h f C7 � C � yLL I 4 m LU L � t a � 53 Y c N f6 W 2 - m j 0 W o Ea ¢ O r m z o y , t � o y{y It1 V LLJ 0 N yt LU ------ -- + i LL Lu J < ly I 8 J H Vi Z w O O rn t 1 7 W d H u) U Q W O 4 ll� U ° CW9 V fD LLL W O 1 W a p O n �LL, W OHO r~ �¢¢ J� Z O < _ m o d O F-- v O i OO Cl) z t Lin p H oH H o J ¢UO V7ZO C)OZ XQS ` IV W H¢ W v N i ply t I, W 1 L� O U Q cn Z V E O o O C7 M -- 1 = W r •. O � ¢1V ° z cC - W p o O v) m � - 0- p ILLu ZW OIn Z Lu N O F -- W cnO t 7 J U op W¢ d' t ° cn d O p U W X= H cn tl ❑ R =0" O Vl mZL[].0 J W d V7 U 1 t W d' U Lu 0¢ W9� O Z � m �- w O 0 1 Ull) ui 1H . • r i y v r LU d Y L J~f U¢ Z O Q r _ U p Z W u, LL, ~111 I Lu 7) IL 0 O = C7 W Z Z = ~ V7 0> [n Luw Up rn Z c d LL O :::) = U Wa OC9C7 01 N Q Sr = Cn �C7j UZ 1711m0 =O m z � w z 0 o z � z W F Y QDJ SCC Q O W O � l 'i I Q LU Q W C9< Z El� m N U Z W QC) O U CD Z C Q m Z � Z C) O LL Q IM d m t C H E C7 � C � LU L a � 53 m _ N f6 W 2 Cl) a W o Ea O r m C 1 0 IN 1 1 4 1 W - o Ln: 1 4 h m p r J O m fJj 1 r d' O �L r1 'll J U H N LL LIJ _ 4 4 ,I LU _.. Z J W h CLL 0~� - �E , y 14 E rn0¢pcn Y CC O Ln 8 J W O��, w y, J E Q p h l ' OJ � t 7C z O 6 � cC - �_{y {y 0}4 �0¢m� S, CC 7 U i�r~~�� 1 11 aW w O4d"111 Mr�-O l QO CC UH 4 4 Y 1 l _ - 4 1 I I or J- r W LYS . h ti �ti s w4 � 4- - 4 � YI �Y w Z Lu O p w 7 U r~n3 OO O p m ul � ¢ p 0 WZ Z W 0 s 1l U O) F- � j p 0 .1 - - - O Cl) 2�.w� ..wo 1' S �a wri w¢ ids � -- W 4{{ UJ J p CC C.J O 1-- < Lu LL w 0 P- O rWn . y...- U rn m n... i S ■C■`` !w r a O r UJ p U W m LU ci7 Q 2 Z Z U ZD re, mm o N LU Lb LC7 V U m 01 m j w E E `o 1� mm o N Lb LC7 V U m 01 m 01 Q E E O T d C p � Eagle Airport GMP Proposal EXHIBIT 4.01 Design -Build Responsibility Matrix HENSEL PHELPS August 18, 2017 Plat. 01 Id. Hz flFge. "EXHIBIT d.01" DESIGN-BUILD RESPONSIBILITY MATRIX ECAT Expansion and Remodel Gypsum, Colorado 8116117 v 0 o n 3 o n j " H N a 2 n Comments Design and Preconstruction Services A. PROJECT MANAGEMENT 1. Architectural Consultant Selection 2. Civil Consultant Selection 3. Structural Consultant Selection 4. Mechanical Consultant Selection 5. Electrical Consultant Selection x 6. Special Consultant Selection x 7. Review Design Concepts x x 8. Develop Bid Packages x x 9. Site Use Recommendations x x 1l}. Material Selection Recommendations x x 11. Building Systems Recommendations x x 12. Building Equipment Recommendations (Movable) - Furniture x x 13. Suilding EquipmentRecommendations (Fixedy - Concessions x x managemenBTTAlternate May Apfily 14. Coordinate Owner-Supplied Fixed Equipment - PSIRs x x CM Fee Included in COW 15. Coordinate Owner-Supplied Movable Equipment - Digital Signage and x x anagement t!taTT Alternate Pay 16. Con structionFeasibilityRecommendations x x 17. Construction Scheduling Recommendations x x 18. Life Cycle Costing Analysis x 19. Informal Value Engineering x x 2l}. Formal Value Engineering x x 21. Energy Use Analysis & Recommendations 22. Labor Availability Review (Su bcantractars) x x 23. Material Availability Review x x 24. Equipment Avail abilty Review x x 25. Subcontractor Availability Review x x 26. Construction Logistical & Execution Plan x x B. PROJECT COST CONTROL 1. Total Project Cast Budget 2. Construction Cost Budget 3. Basis of Design Programming I Concept Design 4. Basis of GMP Design Documents and GMP Proposal x 5. Design Completion Ph ase Documents x 6. Rd Packaging and Subcontracting x x 7. Construction Cash Flow Projections (Monthly} 8. Material Surveys & Trade Contractor Estimates 9. Set-Up Cast Accounting 10 Set-Up Reporting McMocis 11. Set-Up Payment Procedure 12. Set-Up Change Order Procedure 13. Prepare Change Order Cast Estimates 14. Verity Correctness of Quantities & Prices of All COs 15. Continued Project Cost Monitoring C. PROJECT SCHEDULING 1. Reconstruction Activity Schedule (Bar Chart) 2. Construction Activity Schedule (CPM Set-Up) 3. Const Activity ScheduIewl Mlestones (CPM Updatesy 4. Shop Drawing & Submittal ScheduleI Procedure 5. Mocl,Up Schedule & Procedure 6. Short interval Schedules 7. Occupancy Schedules D. SUBCONTRACTOR SELECTION I PURCHASING 1. Set Prequalification Criteria X x 2. Recommend Subcontractor Selection Methods X x 3. Recommend Subcontractor Award Methods x x 4. Develop Sutacantractor Interest x x 5. Prepare Bidding Schedules x x 6. Issue Plans, Specifications & Addenda x x 7. Receive Bids x x 8. Analyze Bids x x 9. R ec om me n d Award x x 10. Determine Local Manpower Availability x x 11. Prepare Subcontracts & Supplier Contracts "EXHIBIT 4.01" DESIGN -BUILD RESPONSIBILITY MATRIX ECAT Expansion and Remodel Gypsum, Colorado 8116117 v o � o n j N a o Comments 8. Review For Installation of Owner Supplied Feced Equip x 9. Apply For Building Permits 1f}. 0btain Building Permits 11. Special Plan Check Fees CONSTRUCTION SERVICES F. DESIGN -BUILDER OFF-SITE STAFF & SERVICES 1 Corporate Executives 2 Principal In Charge 3 Project Executive 4 Operations Manager 5 General Superintendent 6 Project Manager 7. Project Engineer 8. fudechanical & Electrical Caardinator 9. Safety Manager I Field Audit 1f}. 11. EEO Officer Human Resources 12. Secretarial 13. Project Estimating 14. Project Accounting 15. ProjectData Processng 16. Project Scheduling 17. ProjectPurchas ing 18. Basic Legal Services 19. Home Office Operating Expenses 20. Ben eats for Above Personnel 21. Vac ations for AbovePersonnel 22. Bonuses for Above Personnel (If Any) G. GENERAL CONTRACTOR ON-SITE STAFFS SERVICES 1. Project Managers) 2. Project Superintendent(s) 3. Assistant Superintendentts) 4. Project Engineers) 5. 6. Field Engineer(s) Mechanical & Electrical Caardinator(s) 7. Quality Control Engineer (As Required) 8. 9. Project Assistant I Clerk I Typist (As Required) Safety Engineer (As Required) 10. Field Accounting 11. Data Processing 12. Field Engneenng & Layout Supplies 13. Registered Surveyor (As Re Iuiredy 14. Sec unty Guard I W atchman Service (As Requiredy 15. Ground Transportation (As Requredy 16. Airline Transportation (As Requiredy 17. Meals & Lodging (As Requiredy 18. Personnel Moving & Relocation Expense 19. Personnel Subsistence Costs 2f}. Benefits for Above Personnel 21. Vacations for Above Personnel 22 Ban uses far Above Personnel (If Any) I{ QUALITY CONTROL I WARRANTY 1. Implement & Submit Construction Quality Control Plan 2. Quality Control Inspection Responsibility Subcontractors and HP 3. Field Inspector 4. Inspector's Office 5. Inspector's T ran s part at i on 6. Inspector's Equipment 7. Testing & Inspections 8. Special Inspection Consultants 9. Special Testing Consultants 1f}. Concrete Testing 11. Masonry Testing 4405119b --na, 12. ICGmpactGn Testing 13. 1 Field Welding & Al SC Bolted Connection Testinga g r "EXHIBIT d.01" DESIGN -BUILD RESPONSIBILITY MATRIX( ECAT Expansion and Remodel Gypsum, Colorado 8116117 v rig% o n B n o �'� j N H N a 0 �_ Comments 25. Prepare Preventive Maintenance Manual x 26. Drug Testing & Screening (Feld Personndl Subcontractors & HP 27. Warranty Inspections Coordination SUbCOMMCtOTS & HP 28. Warranty Service Cast Reserves Subcontractors & HP 29. Prepare Punch list{s) 3l} Approve Punch List(s) L TEMPORARY FACILITIES 1 Temporary Field Office Facility 2 Temporary Phasing Structures Facility 3 Field Office FF&E 4. Temporary Phasing Structures ECAT FF&E - Hoidroom Seating etc 5. Temporary Phasing Structures Airline FF&E - Gate agent desks and 6. Field Office Copierjsj 7. Field Office Fax Machine(sy 8. Field Office Comput erjsj & Software 9. Field Office Supplies 10 Design Builder's Storage Traiiers I Sheds 11. FieldOf6c4Equipment Mai ntenante&Repairs 12. Architect I Engneer Temporary Field Office 13. Temporary Parking Area - New Building Use Existing ECAT Parlang Lots 14. Project Sign 15. Directional I Warning Signs- New Building 16. Directional I Warning Signs- Phasing Structures 17. Bulletin Boards - New Building 18. Potable Drinking Water l Ice I Cups - Feld Office & New Building 19. Potable Drinking Water I Ice I Cups - Phasing Structures 20. Temporary Toilets I Sanitary • Field Office & New Building 21. Temporary Toilets I Sanitary Sewer - Phasing Structures 22. Temporary Construction Fencing I Silt Fencing 23. Barricades 24. Covered Walkways & Pedestrian Access (Decks As Required) 25. Safety Equipment - Field Office 26. First Aid Station & Supplies - Field Office 27. Handrails I Toe Boards I Opening Protection 28. Safety Nets 29. Temporary Stars 3a. Fire Extinguishers - NewBuilding 31. Fire Extinguishers- Phasing Structures 32. Flagman I Traffic Control (As Requiredy Subcontractors and HP 33 Jab Hauling Charges- Field Office J. TEMPORARY UnUTIE8 1. Temp Telephone Install Equipment&MonthtyFee- FieldOffiice 2. Telephone Expense (Long Distance Charges} - Feld Office 3. Telephone Expense (InternetChargesy- Field Office 4. CelluIarPhoneCharges-Field Office 5. Arch I Engr Telephone Charges (Local Calls y - Feld Office 6. Temporary Electrical Service I Distribution - New Building 7. Temporary Electrical Service I Distribution - Phasing Structures 8. TemporaryEiectricaiLighting-New Building 9. Temporary Electrical Lighting - Phasing Structures 10. LightbuIlbs & Temp ElectricalMaintenance•NewBuilding 11. LighffiuIbs & Temp Electrical Maintenance- Phasing Structures by ECAT 12 JTemporary Electrical Special Systems- Phasing Structures with COW 13. Temporary W ater Service I Distribution - New Building 14. Temporary Water Service I Distribution - Phasing Structures 15. Temporary Gas Service I Distribution - New Building 16. 17. Temporary Gas Service I Distribution - Phasing Structures All Electrical Power Consumption Expense Use ECAT Existing Meters 18. All Temporary Water Consumption Expense Use ECAT Existing Meters 19. All Temporary Gas Service Consumption Expense Use ECAT Existing Meters 2a. All Temporary Storm and Sanitary Sewer Service Consumption Use ECAT Existing Meters K. CLEAN-UP 1. Daily Lean -Up - New Construction Subcontractors and HP 2. Daily Clean -Up - Phasing Structures XECAT 3. I Fin al Clean - Up "EXHIBIT 4.01" DESIGN -BUILD RESPONSIBILITY MATRIX( ECAT Expansion and Remodel Gypsum, Colorado 8116117 v 0 o n 3 n o �'� j " H N a 0 2 n Comments 3. Temporary Endosures for New Building 4. TemporaryWeatherPratection for SubTrad es 5. Temporary Heating Equipment for New Building 6. Temporary Heating Equipment for Phasing Structures 7. Temp Heating Fire Watch for New Building 8. Temp Heating Fire Watch for Phasing Structures 9. Permanent Heat System Filter Replacement Mtech 1a. Maintenance Cost (Permanent Heat System) Mtech 11. Warranty Cos[ (Perrnanent Heat System) Mtech 12. Temporary Heat Energy I Fuel ECAT M. ON-SITE EQUIPMENTI HOISTING 1. Autamabile(s) & Fuel 2. Pick -Up Truck(s) & Fuel 3. 4. Tres & MainNn ante Cast for CNVGC Equipment Hoisting Equipment & Fuel 5. Mobile Crane(s) 6. MatenailPersonnel Hoist(sy 7. Crane & HoistOperator(s) 8. Temporary Elevator Cab ProWbon 9. Temporary Elevator Maintenance Charges 16. Temporary Elevator Operator 11. 2 -Way Radia Equipment N. SMALL TOOLS & EXPENDABLE SUPPLIES 1 Small Tools (Design -Builder's Only) 2. Expendable Supplies (Design -Builder's Only) U. ECO BUILD REQUIREMENTS 1. MR2.1 Const Waste Management- Salvage or Recycle SD% x 2. MR22 Const Waste Man gement- Salva e Additional 25% x 3. MR5.1 LocallRegianal Materials. 2a% Manufactured Locally x 4. 1uR52 LocallRegional Materials, 1 a% Harvested Locally x 5. IA03.1 Construction IAQ Management Plan, Const x 6. IA04.1 Low -Emitting Materials, Adhesives & Sealants x 7. 1A04.2 Low -Emitting Materials, Paints 8. 1 A04.3 Low -Em itti n g M ate ri als, C arpet 9. 1 A04-4 Low-Ernitting Mate rials,Com wWood P. DOCUMENT REPRODUCTION 1 PRINTING 1. Cost Study Drawings & Specifications X x 2. Bid Package Drawings & Specifications x x 3. Construction DravAngs & Specifications (30 Sets Max.) x 4. Subcontractor I Supplier Prequalifi cation Forms x 5. Bidding Instructions x 6. Postage & Express Delivery Costs x 7. Subcontract & Supplier Contract Agreement Farms x 8. Shap Drawing Reproduction 9. Printing & Duplication Expense (Miscellaneous) x 1a. As -Built Documents (Mark-ups & Recording) 11. As -Built Documents (Computer Aided Drafting) 12. As -Built Documents (Printing) 13. Maintenance Manuals (From Subs) 14. Operation Manuals (From Subs) 15. Estimating Farms 16. Schedule Report Farms 17. Accounting Farms 18. Field Reporting Farms 19. Cast Reporting Farms 0. INSURANCE & BONDS 'I -'j cer's Risk Insurance 2. Builder's Risk Deductible COW 3. Special Insurance- Earthquake x Dependent on Policy Purchased 4. Special Insurance -Fire x Dependent on Policy Purchased 5. Special Insurance- Flood x Dependent on Policy Purchased 6. Special Insurance- Machinery & Equipment Dependent on Policy Purchased 7. General Liability Insurance in COW 8. Umbrella Liabifity Insurance in COW "EXHIBIT d.01" DESIGN -BUILD RESPONSIBILITY MATRIX( ECAT Expansion and Remodel Gypsum, Colorado 8116117 v 0 o n B o �'� n � j N a n Comments R PERMITS &FEES 1. Foundation Permit 2. SLpershutWrePermit 3. Building Permit (Generaly 4. Mechanical Building Permit 5. 1Electrical Building Permit 6. Plan Check Fees 7. Site Drainage Permit [SWMP) Ul R I I MY di I L e- 8- Street Use Permit x 9. Curb & Gutter Permit 1l}. Sidewalk Permit 11. Landscape Permit x 12. Street I Curb Design Charge x 13. Sign Permits x 14. Site Drainage Study 15. 16. Utility Development Peas Plant Investment Fees x x ECAT ECAT 17. Electrical Primary Construction Fee x ECAT, not anticipated 18. Water Service Construction Fee x ECAT 19. Gas Sewita Construction Fee x ECAT, not anticipated 2l}. WaterTap (lnWhonyFee x ECAT 21. Sanitary Tap (Inspe[tiony Fee 22. Storm Tap tlnspattiony Fee x ECAT 23. Special Tap Fees x ECAT 24. Contractor's Licenses 25. Zoning Fees 26. Construction Equipment Licenses 27. Construction Equipment Permits S. OTHER CO STS 1. Sales & Use Taxes (As Required)(EXEMPT) 2. Construction Labor Casts 3. Construction Material Costs 4. Construction Equipment Costs 5. Cost of Design & Engineering x 6. NE Cost for Bid Packages x 7. Preliminary Soils lnvestigatian x 8. Title l DevelopmentI EnWament Cast x 9. Land Costs x 10 Fn anting I I nterest . Cast x 11. Intenm Financing Casts x 12. Building Operation After Move4n x 13. Building Maintenance After Mov,4n x 14. ECAT MovngTrain sit ian Manual x 15. ECAT New Building Moving Casts 16. TSANew BuiIdingMovngCosts 17. Airline I Ten ant New Moving Casts 18. GMP Financial Responsibilities 19. Design Builder Overhead Cost 2l}. Design Builder Profit & Margin Leased Space - Concessions New Building 1. Concessions Concept Space and Seating Design [floor caverines teilin s walIfinishes.furniture 2. OH Grille to Concessions Space 3. Concessions Space TI Design Cost 4. Kitchen Equipment, Hood and Suppression Systems x in ri-vi dill all- Mil 5. Concessions Spate FF&E 6. Concessions Spate TI Finish 7. Concessions Grease Exhaust and Fan Mlech 8. Concessions Make -Up Air Unit Equipment and Control Mlech 9. Electrical Power to Concessionaire Luo -panel & Dreakers Encore Temporary Phased Structures - Concessions Phased Structures 1. RelataWPremde Concessions Bar 2. RelocatelProvide Concessions Equipment 3. RelacatelProvide Concessions FF&E "ExMBIT4A1" DESIGN -BUILD RESPONSIBILITY MATRIX ECAT Expansim and Remodel flypstlri; Colorado &1&17 x a x v .. a _ z a A n n CoimnsiHs 2. jAirline Temporary Office Relocation 3. Low Voltage Systems - Exdudm equipment upgrades 4. Airline Moving and Relocation Expenses 5. Airline Systems Cabling, Equipment, Terminations, Testing 6. Airline FurniturelFurnishings OR -Site l rrprovernent Fees 1. Parking Improvements x 2. Street f Intersection Improvaments x 3. ITraffic *nals 1 Pedemian Bridges 1 But Stop Enclosures f x 4. Streetscape Im provemeNa [Hardscape 1 Landscaping 1 Lighting 1 S- nor e...... x S. Utility Infrastructure Improvements [Lift Stations, Ups¢e Exisi x 6. Curbside Canopy Improvements x 7. Landside Site Lighting x Public Art 1. Terminal and Holding Roam Artwork and 6eooratiana x 2. Tenant Space Anv rk and Decaratims x 1 ExteriorlSite Artwork and Decorations x Special Systems 1. Communications Cabling and Infrastructure x x 2. Network Equipment and Private Vlireless Data x x 3. Telephone System - Existing Equipment to be reused x x 4. jAccu Control System - Existing headb d equipment to be reused x x 5. Security & Cameras (OCTV) - Existing head -end equipment to be x x 6. Pubic Address System - Existing headb d equipment to be reused x x 7. Digital Advertising - Run newcabing and re -install existing monitors x x 8. ADS (Information Display Systems) x x 9. CUT ElCUP PS - Air IT x x 10. CNN TVs (Crrrently 6) - rcuee eodffing monitors x x 11. Fire Alarm x x 12. Mass Nati4catim (ALERTUS) x x 13. Distributed Antenna System (DAS) Life Safely - Existing airport system None Anticipated 14. Emergency Communication Systems (ECS) - FA%fing airport system None Anticipated 15. Aircraft Rescue & Fire Fighting System (AR FF) - Eximng airport 7; None Anticipated 16. TSA Invision Dotection System (Into &At office area) x 17. Electronic Signage - PBB Only x x 18. BIDS x None Anticipated 19. Airco-ground Radio None Anticipated 20. Radio Frequency Dimitautim Systems (RFDS) None Anticipated Site Specific Scope 1. Mechanical Upgrades to Existing Facilities x 2. Electrical Upgrades to Existing Facilities x 1 Fire Suppression System Upgrades to Exiafing Facilkie 4. Upgradesor Modifications to Apron Lighting Systems #�#x S. Upgradesto Existing Utility Services As Of 811&2017 Eagle Airport GMP Proposal EXHIBIT 4.01 Design -Build Responsibility Matrix QHENSEL PHELPS Plan. Build, Manage. August 18, 2017 HENSEL PHELPS Plan. Build. Manage. Exhibit 4.02 Special Warranties Matrix Division Description Manufacturer Provided Warranty Division 7 Roof installation 2 year workmanship Division 7 TPD Roof 15 year Division 7 Metal Roof Finish 20 year for the paint Division 7 Metal Panel Finish 20 year for the paint Division 8 Glazing 1 year for workmanship, 10 year finish, 10 year insulated glass, and 20 year silicone. Division 14 TKE Elevator Equipment 12 months from final acceptance date. Will conduct regularly scheduled maintenance. Division 23 VMC inertia bases 12 months from day of shipment. Division 23 Trane HVAC Equipment 12 months from initial start-up or 18 months from date of shipment, whichever is less. Division 23 Lochinvar boilers and water heaters 10years, free of defects in materials orworkmanship, failure due to thermal shock if installed in U.5 or Canada, and if it remains in the original place of installation. Division 26 Light Fixtures TBD Eagle Airport GMP Proposal EXHIBIT 4.03 Special Systems Matrix QHENSEL PHELPS Plan. Build, Manage. August 18, 2017 Special Systems Matrix - GMP ®HENSEL PHELPS P--- u.ie .rr�rrr Earle County Airport 0 -red: UIMA17 �crt=�p.carerrt,vPrv.repm.�rna.] � anrroe7xr... T.nprmrr�r a � �` � � � -;E9i =ac wuryxbb.wmirprrvn Ercac NE � pb yg� ; i � ; gpp g dF E�' nxr rn i-rm s Mf�.err; sTT nrip -- 'iCma -ravr OrayNrfrm-srrf---sa xroPnc.e:wnan �arnenryex.rom a.em.p --eEEx -a---------------------------------------------- mxiry(✓anwt,.aOG.Tv.ccn-.wR] ---- --- ---- -- --eEEx - -------------------------------------- I— w—No -------------------------------------------------------- E --- ----------------------- ENCONE x --------- ;Ppxom eacleoanA Penury. nanny EWER M ENCORE IT uPS atl pwrnrmewm ]uPS. rmp-.POA] �fm�lAS aepwrnrel6Wm ........................ ......................................................... ............................................................................................. .......................................... .....A®._.._._.._._.._._.._._.._._.._._.._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._.._._. .... ..... ._.._._.._.._._.. . }r---e-Yeferrr �•-•�y e44•• -f NPrrwE 1lkrra 0 W �Mrna SMmna •!-!�I.fangR] _____________________________________ -------- _-------- _-------- _ ________ ______________________________ ;enrna 9.rmnaRwrgNM ___a______________________ ________________ T—T TENANT TENANT TENANT ! TENANT ! TENANT TENANT TENANT TENANT TENANT TENANT TENANT ! TENANT TENANT ________a________-________-________________-________-________a________r________ L ________________ I ________ _______ E.ff ENCORIE _________ _________ �Wekrx eekn a -e mCi----`- `�Te mrpdi9 ----------------------------- — _ ;N.rr-a eaH•a am r.amru errb trr.rw.unr.] eaeEm•MENEOR TENANT TENANT TENANT TENANT TENANT E14COVE TENANT TENANT TENANT TENANT ENCORIE :Polo NPR (SrHc. pannr. d.n eruJ uaerlC. RJ ................................................ ________ ________ ________ _______ .......... .. - _._.._._ ._. _._ .._. _.._ ._.._._.._._ ._. .._ ._.. _._. ._. _________ _________ .._. ....... -- Hrunr lrwl --�n� ______________________________________________________ I ---- ---- _-------- _-------- _________________----------------------------------- _---------------------------------------------------- _------- _________ _________ ie�trpuu [� El Taq-me FV web aM Swua i— a_______________________________________________________ ______---- ______--------------- --- ---- --- ---_________________________________ -------------------------------------------------------- •-r-Yrnrr :�f ;TTY •-rywnrr ijI;;ryTrwprar-garrryraecs] -•-rywnrt �riwprar Mrynrauma ------------------------ rr prlexa e-n-ar wren eewra rtes ranxwnrrrrrt. _________________________ illmra Omrd� _______ ________ ______ _______ ________ ________r________ �______________ ................. _________ ____________________r_____ ....................................................... �-----afvE ........�._.._.� �_._.._. �._._.._._.._._...._._.._---------- --------- ......... ---------------- -------- -------- ...... _._. ------- Hn-N6 HFI -N6; HH—WS;Hic-,rO -PIUV6 __ _ _ --------- .._._ _ _ w.. sppiamrOrurb anew•Mrwpr�-pnprlvT _ _---ppun_________L� _ _______________ = _ ________ ________ ________________ ________ ________ ________ ________ ________________ ________ ________ ________ ________ _______ _________ y EWE� �AcccaC _ _ _ _ __ _e�_�_e1CpxE ENm iENxNE_ H_Pueq__e1_CaPE_e1_CaxE ENm ENxNE ie1_CaxE e1_CaPE �_e1cONE_e1cONE ENCONE ENCONE i e1cONE _ oroa bssuen __ xolxac�YsiEem•sTarU__ _ _ _ 1 a _ _ ______ _ _- - NM CO IT 'cT ECT -T cCT cCT IT ECT 'Cf Cf ECT _CT _CT _CT _Ci ------------ ----------------------------------------------------- lmy. Pn.[arca.ra pd uhtlryp L•.;._€e_rc : e.c-T Ec.r ........................................................ m.myacrnE•r]acnq ..€_ .... ..........._ ._. _._ .._. _.._ ._.._._.._._ ._. .._C. ._.. _._. ._. :......... :................ :........................... :_._.._. .._. .._._ ..:....................................................... mxiry purr nrxrTSA.86cP] ---------------- ........:....................... ------- --cart-E-m-r E-ccxE --cart --cart --cart E----- E-xxE --cart --cart --cart --cart E -cart U. --coo_ Wnn = .......... --------- mxiry (TSx SSCP] _____________________________ _-r--xx-w-pnrwn ________ ________ ________ ______--- --- --- __i_ mEPrb -------------------------------------------------------- i --coxe exm.r ec.n _a_____________________________________ __ L �,__ -_ccxE __. ER�_aE�E_-a-_"�__E rT _-wry------_________________ ___________________________________________________________________________________________________ _________ _________ . ----------------------------------------------- - --------- ae�ry�sen.dnp ............... = CORE .........CORIE CORCORCOR ------- '7 nee-.- f•nr-w0 ________________________________________ --cart . ENCORE E-xxE -wo-.a ----- . e-cexE , EncexE , _ncoxe --cart --cart ei _____________._eea^2!_._______ co -e , e -co -e , e -co -e , e -co -e i e -co -e E -m -E , Eet- m±•erwe_ E. ___________ m Rn yen (Me• Pati vprNem] ___ ______________"x _"•fid ___________________________________________ -- -------- -- ______ P --��+V :A++Nrdp maat�b¢a ]i.h�. uhtliyp __r_T_____________________________________________________ --Cart . Enmre 3R=_ei : wrmP- : encorE : Enmre :encore ________ ________ ________ _______ _ _ _________ _________ b-]P�ar�aY�rjf nmlaraairrarftrax naEWry -oe-a-oe-oe_ na ore -coree-eexcoxe -core __, _n , _n_ , _, _, , __________--_____________,___--___,________________ 3q==i _ ____ _ _ ufmmNouei� m-.ne-rn.r � ENxE �e]rru.rxn Oe�rylgaay l i_____________________________________________________ ______ece_i_i -ENCORE ENCORE E.c.r --coxe --core i --core i excoxe i excoxe e- _ ____ _____ —a_____________-R-en __________________________________________ ��._____._______ �ePOcxe ________ -IA__e-co-e ________:_NGOPE' a-m-E� --cart 7 --cart 7 I --cart � -n-CORE 7 excoxE 7 excoxe 7 excoxe � ___ E -m -E aP. ____ L _____________________________ i _______________________________________________________ ________ ________________ ________ ________ ________ ________ ________________ ________ ________ ________ ________ _______ --Cp1E ENm-r--CCxE� --CCxE e1CCxE ENm-r E ____ ______E LENCaxE_�ExcCnE_i B-Coi_ _�=1E�x.'axE --CaxE--CCwE� --mxE --Cox ____ ____ ___ _________ _________ __ ___ __ __ ____ _____ 'T— 0Pr-Pr _a________________ ____________________________________ � ' Yelrcx i i i oCx E.C.- EC.r EC.r E.C.r Curr TVa ,. c ...................................................... i ; ; a O - co - cO - O co -E . :@1.;. --cart ENO? e-earE._e-coxE �.gw.�_--COPE ENm ENxxE :._eP._._.._caPE i[wprinourn - I�EEq_:_--carE .! no?xE_I ENxwE._ .Nmq I_B-cCNE :_B-cCNE :._MIA._ '_._ IA_. e-earEe-eaPE----------------------------I_e1cONE :_--core :_ Ncore :: Ncor: e-cOr2 _ rtluftl €rr A -m -- - ----- -------- -------- -------- ---------------- ---------------- -------- -------- ---------------- ---------------- ----------------- ------- --------- --------- Mmam nafm pxprremduhtlry MTl------o] -- ----- '-------------------------------------------------- i —=�=�-'--------'---- ----`-rNa�e--------- -------- ----------------'--------`---------------- -------- --------'-----�-`-ra�u mom- moue -`-- -- i_ C_a________________________________________ -- - -_--____-- _____________________________________________________________Y_+��wn_n�r _fid ________ _____________________________________________ ____ ;fmxePn m -TC i 'Mm rdrearn"M8"pN.blluS] ________ ________ ___ ____ ________ _ --------- ----------------------- ------------------_________ - '-'-- [a•+�+'71-+P�•V -------------------------- ________ ________ ________ ________ ________ ________ ________ ________ _______ --PEP i --COPE , E----- ENCORE ----- --cart --cart , --cart , E -m-- , ENCORE , --cart --cart e�efre , e�efre , -Reef- , -Reef- --core _________ _________ __________________ -------- MIA MIA -w MIA ________.________.________________ _ - mPa raw.- •m..ru-- mPa _ _________________________________________________________ _ e -m -E E.c.r a ;cC—iC w,— ;m..ru-.. m Aa.a tined -w+.drdnaa n -RM m x----- nx-wr.drm.e.a NA RM_PA _____-__________________________________ __a___________________________________________________________________________________________________________________ prrewe'An.nm'aw«n I] ________ __ _.______ r Ttlynrc c r er n rrrnrmnrgrrf . :Palo aret/.•i---Ecbwtwrrwrram EeE-rf-rmwtwr-grwrnur worry T-aroue. ur e-pn �ryrtw.wwar.n.wrnrwn-a+.t _ �sr.rm.a�r.. aJa.n�eeq merry----- .vee--- I. L .:..................................................... ................:.......:................ J.._._.._:_.._._. ' :_._.._.:._._ 'i4°-/rPmraPe-/1VVNrtP1 ennMnrf.e nar •vaef-a '--`-a----------------------------------------------------- --------a--------`--------`-- ------- 7eAanarrOwerrr S----------rrrreErr] r ------e----- ---------- Special Systems Matrix - GMP ®HENSEL PHELPS nor. u.ia •.�.sr Eade Caunry Airport DMed: UIMA17 � � � � � r�i E9i =ac wuryxbb.wmirprivn Encac � pb 7$� ; i � ; g_. gpp r.9_. dF Er' ��.,a.................................. E ...L.......�................................................ ................. ..........................r._._.._._.._._..................................... r ................ J ............................ ..._._.._r------- ...... .d._._ -----------I ._._.. ;mcxarw pcL Vxoeaparewmpmu-] nauan-w1 wvn w�ruir."-" -------------------- ;dwrr csr- ate. (a. wu�y oe a. oee] --=----------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------- ---------- ------------------------------------------------------------- ----------------------------------------------------- la -- -------------------------------------------------------------------------------------------------------------------------------------------- -------- �--------- I.:.:..................................................... trrwuAwre.m ............................................................................................................................................ .. aA.............................................. ........:......... ......................................................... iAdOFIK 6Y.M c16TR�.lrtlur arae �a(rtmp ...........................................................................................................................................------------------------------------------------------- an------ -------- ---" ................... EXHIBIT 4.04 Alternates QHENSEL PHELPS Plan. Build, Manage. Eagle Airport GMP Proposal August 18, 2017 EXHIBIT 4.04 - ALTERNATES Alternate No. 1 ($0): West emergency generator to remain in current location. INCLUDED IN GMP Alternate No. 2.10 ($0): Existing slab to remain at level 1 areas and use raised access floor at new TSA Area. Base scope in GIVIP scope currenily includes removal and replacemen! of eurren! slabs in !his area. INCLUDED IN GMP Alternate No. 2.20 ($0): Existing Site Apron Concrete to remain at level 1 areas. INCLUDED IN GMP Alternate No. 3 ($0)= Modify curtainwall to storefront at vertical circulation area. rtaii9 all at all afeas iiq this leeation. INCLUDED IN GMP Alternate No. 4 ($0): Utilize existing slab and apron where permitted (new TSA area and gates 5&6) supported by micro piles and caps in lieu of rammed aggregate piers and spread footings to support new structural loading. Gaigi et be utilized with allerigate 2Aaig r moo. INCLUDED IN GMP Alternate No. 5 ($0): Alternate north wall section. Base GIMP seepe eurrenily shows additional r,, ellaneous steel a, - of 4) wall e. ie... INCLUDED IN GMP Alternate No. B ($0): Alternate wood ceiling design. INCLUDED IN GMP Alternate No. 7 (Add $250,000): Alternate program scope management fee. Base GMP scope does not include program scope management and over -site of the Owners Program/Allowances. Alternate No. 8 ($0): Alternate temporary facilities design and phasing. . INCLUDED IN GMP Alternate No. 9 (Deduct $290,000): Alternate aircraft flexibility design with refurbished Passenger Boarding Bridges (PBB). Alternate design will allow for new PBBs to be added in a future phase. Base GMP scope includes new PBBs and full aircraft flexibility. Alternate No. 10 (Deduct $480,000): TSA checkpoint and offices to remain at current location. Alternate design will allow for TSA to be moved in a future phase. Alternate No. 11 (Add $479,000): Upgrade Existing ECAT Special Systems. Base GMP scope includes required work for the new building per the Special Systems Matrix. Eagle County Regional Airport -GMP Estimate - August 18, 2017 EXHIBIT 4.04 - ALTERNATES Alternate No. 12 (TBD): Use of a Passive Optical Network (PON) low voltage solutions in lieu of expanding the existing copper legacy IT system. (This willl achieve the IT vision as described in the RS&H and Faith Documents) Alternate No. 13 (Deduct $870,000): Remove all wood ceilings and replace with painted structure. Alternate No. 14 (Deduct $70,000): Replace polished concrete with sealed concrete at public areas. Alternate No. 15 (Deduct $50,000): Replace Stone on Exterior to Metal Panel. Alternate No. 16 ($0): Reduce grass building square footage by 3000 SF. INCLUDED IN GMP Alternate No. 17 ($0): Remove from current design the 40 psf live load allowance anticipated for future equipment expansion. INCLUDED IN GMP Alternate No. 18 ($0): Not Used Alternate No. 19 ($0): Utilize 8" CDOT site concrete paving in lieu of 12" FAA paving at the new GSE East parking area and under the elevated structure. INCLUDED IN GMP Alternate No. 20 (Add $350,000): Upgrades to existing VVJC & Terminal B to recondition space for temporary use. This alternate establishes a $35/SF budget for the work. Alternate No. 21 (Add $17,000): Perform enhanced energy modeling for the new building. Base GMP includes Energy Star evaluations and components. Alternate No. 22 ($0): Revised fin tube enclosure at exterior windows. INCLUDED IN GMP Alternate No. 23 ($0): Provide alternate bathroom plumbing fixtures like existing women's bathroom. INCLUDED IN GMP Alternate No. 24 (Add $200,000): Install lighting protection system for new building only. Existing facility does not currently have a lightning protection system. Alternate No. 25 ($0): Re -feed gate 3 with normal power. INCLUDED IN GMP Eagle County Regional Airport —GMP Estimate — August 18, 2017 Eagle Airport GMP Proposal EXHIBIT 4.05 Cash Flow Analysis and Projected Billing Curve QHENSEL PHELPS Plan. Build, Manage. August 18, 2017 HENSEL PHELPS Plan. Build. Manage. Exhibit 4.05 - Cash Analysis and Projected Billing Curve NTP #1 Cash Flow Job Name ECAT Concourse Expansion Set Rounding Adjust Curve Job Value $ 985,351 Cash Flow $ Job Duration 2 3 7 Billing M onth Billed At Month End Monthly Draw % Completed Adj ust Month % Total Month ..................................s.................................................................................................................................................. s ............................. 1 $585,000 € $585,000 € 59% 59% ......................................................... ........................................................................................... .............................. 2 $985,351 € $400,351 € 100% 41% a........................................................:......................................................:..................................a......................................................... ................................... P........................................................ ]......................................................................................... P............................. ................................... ........................................................ ........................................................................................ o-............................................................. ................................. ................................. ................................. As Df: 8/16/2017 HENSEL PHELPS Plan. Build. Manage. Exhibit 4.05 - Cash Analysis and Projected Billing Curve NTP #2 Cash Flow Job Name ECAT Concourse Expansion Set Rounding Adjust Curve Job Value $ 1,511,659 Cash Flow $ Job Duration fi 1 3 2.7 Billing Billed At Monthly % Completed Adj ust TotalM onth M onth Month End Draw Month % P............................. ...........................P........................................................]..................................................................... 1... $114,000: ..................... $114,000 ': 8°/° 8% ................................. ................................................................................................................................................................................................................................................... 2 $444,000; $330,000 ; 29% 22% ..................................................................................................................................................................................................................................................... 3 $897,000 € $453,000 € 59% :.................................. 30% 4 .............................. $1,272,000 € ........................ $375,000 € 84% ............................. 25% ................................ .................................... 5 .................................................................................................................................................... $1,455,000 € $183,000 € 96% .............................. 12% ................................ ................................................................................................................................................................................................................. 6 $1,511,659: $56,659: 100% 4% ................................ a........................................................;......................................................:.................................. a......................................................... ................................... P........................................................ ]...................................................... :.................................. P............................. ................................. As Of: 8/16/2017 HENSEL PHELPS Plan. Build. Manage. Exhibit 4.05 -Cash Analysis and Projected Billing Curve NTP #3 Cash Flow Job Name ECAT Concourse Expansion Set Pounding AdIj u st Curve Job Value $ 311," Cash Flow $ 1 Job Duration i 23 3 2.7 Month I is Long Lead Procurements, assuming Jan 2018. Billing Month Billed At I Monthly % Completed Adj u st Total Month Month Year Month End Draw Month % 0 $o $o 0% 0% .................. ............ ...... .......................... ............ ............. ........... 5�z ........... .......... 5�z ........ ..................... ..... .............. ............................................ 41112018 ...... .................... ................... j629,000 .......................... $-1 ... 7"1",'0' ... Ob ... . ..................................................... 2% 1% .......................... .............. ............. ...... Eii.a6i.� ...... ...................... ............. ............... p............................j........................ i'7-85, 000 5% 3% .......................... .............. ............. ........ ..................... ........... ��z ........... .......... ��z ........ .......................... .............. ............................................ 7M/2018 .............................................. .............................. $3,910,000 ................ : ................... ......... $1,400,000 13% ........................ 5% .......................... .............. ............. ...... € ...... ...................... 81112.718 ............. $5,598 I 000 .......... . .......... ......... ........ .......................... .............. ............................................ 91112018 .................................... ......... ............................................. $7,549,000 ............................ $1,951,000 25% ........................ 6% .......................... .............. ........................................... . .............................................. 1'1012018 ............................................. $9,721,000 . ............................ ........................ $2,172,000 32% 7% .......................... .............. ............. € 11/1/2018�i i, 666 66 yi ..................... .......... i64 .......... .......... i�z ........ .......................... ............. �6 .......................................... 1211/2018 . ............................................................................................ $14,488,000 . ..................................................... $2,430,000 47% 8% .......................... .... ......................... .... .............................................. 111/2019 ............................................. $16,928,000 .......... i ........................ $2,440,000 55% 8% . ......................ii ............. ................... .......................... �i ....................... .......... .................... ........ .......................... .ii . ..................... ............................. 3/1/2019 .............................................. .......................... $21,492,000 ................... .... ........... ..................... $2,2E,6661�64 .................................. . i�Z ............. ........................................... .............................................. 41112019 ............................................. $23,470,000 ............................ ........................ $1,978,000 77% 6% .......................... ........... ........ ................... ............................................. '178,000 ............................ $1,708,000 82% ........................ 6% .......................... ............. ............. ............................. i6 61112019 .............................................. ............................................. ............................ ........................ 4.7% .......................... ............. ................... .F .................. ............ .......... ... .......... 4 .........�...... iii .......................... ............. .............................................................$...2..6...,.6...0..2...,.0..0...0.. 18 8/1/2019 ........................$...1..,.4...2..4...,.0...0..0.. $28,634,000 ...87% ..................................................... $889, 000 1 94% 2.9% .......................... ............. .......................................... 91112019 . .............................................. ............................................. $29,301,000 A ............................ $667,000 96% z ........................ 2.2% .......................... ............. :�� ..................... &Tii6 ... 6 ..... ................... ......................... .......... 6 i�� .......... ........ i..6 �i ...... .......................... ............. ii ............. ............................. 111112019 .............................................. ............................................. $30,134,000 ............................ $345,000 99% ........................ 1. 1 % .......................... ............. H ............ ................... �i65H.666..s ......................... € ............................7........................ $238,000 .......................... ............. H ............ ............................. ............................................................ .............................. .............................. 1M12020 . ............................................................................................ . .............................................. .............................................. $30,532,827 ............................................. ............................................. . ..................................................... $160,827 100% A ............................ ............................ 0.5% z ........................ ........................ .......................... .......................... .......................... As Of: 811812017 Eagle Airport GMP Proposal EXHIBIT 5.01 Executive Summary and Comparison from Cost Model HENSEL PHELPS August 18, 2017 Plan. Build. Manage. Owner: ECAT Architect: Gensler ECAT Expansion and Remodel Proposed Executive Summary Drawing Date: 66/36/2617 Re�Asion No: 62 ITEM AREA UNIT COST TOTAL Sector A Concourse Expansion 52,437 GSF $427.45 $22,414,056 Sector B TSA Finishes 6,813 GSF $184.39 $1,256,273 Sector C Concession Finishes/MEP 3,245 GSF $195.38 $633,998 Sector D Passenger Boarding Bridges 4 EA $211,963.00 $847,852 Sector E Temporary Phasing 1 LSUM $2,443,459.00 $2,443,459 Sitework 1 LSUM $1,549,199.00 $1,549,199 *Owner Program /Allowances 1 LSUM $3,674,770.00 $3,674,770 *Owner Contingency 1 LSUM $1,500,000 $210,230 Total: 52,437 GSF $629.90 $33,029,837 r,7 A17 C,CF Cost Reduction Focus Items: 1) Reduce unnecessary square footage from footprint - Included Above 2) Redesign roof to a more economical structural design- Included Above 3) Revisit ceiling in hold room areas - Included Above 4) Revisit temporary hold room and phasing direction - Included Above 5) Validate Owner/ Program allowances .a) Reduce Contractor carried Owner contingency from $1.5M to $210,230 Hensel Phelps 1 of 1 Date Printed: 15 -Aug -2617 ECAT Expansion and Remodel Owner: FLAT Estimate Comparison AmAdect: Gensler Current Estimate. GMP OPTION 6 Difference - increase 1 (decrease) from previous Estimate Estimate Comparison: GSF Unit Coals GSF Unit Costs Gsr Urtit casts 1783 4/e 90°b Comments 52437 GSF 58.200 GSF GSF AMOUNT &'GSF AMOUNT iWGSF I AMOUNT A1O FOUNDATIONS I 20.13 } 1.055.708 ( 15.87 } 923.763 I 4.26 } 131,945 114% A1010 Standard Foundations 5.54 290.268 4.78 278.100 0.76 12,168 104): A1020 Sp -al Foundations 9.65 505,000 6.40 372.750 3.25 133,250 136% Spread Foundations A1030 Slab on trade 4.95 259440 469 272.913 021, 13473 95% 30ver EA A20 BASEMENT CONSTRUCTION [ 0.00) 0 [ 0.00) 0 [ 0.00 } 0 0% A2010 Basement Excavation 0.00 0 0.00 0 0.00 0 0% A2020 Basement Walls 0.00 0 0.00 0 0.00 0 0% Subtotal SUBSTRUCTURE 20.13 1,055,708 15.87 923,763 428 131,945 114% B70 SUPERSTRUCTURE I 51.20) 2,6184,788 [ 39-85) 2,319,137 [ 11.35 ] 365,651 116% Open Area 81010 Roar Canstrudion 29.82 1,563.911 23.92 1,391,866 5.91 172,045 112% B1020 Rood Construction 21.38 [ 38.82 ] 1120.877 1593 827272 544 198808 121% B20 EXTERIOR CLOSURE $035,814 [ 33.09 ] 1,925,751 [ 574 ) 110,063 106% B2010 Exterior Walls 2fi_54 1 391 760 20.11 1170232 643 711,523 119% Metal Panel B2020 Exterior Windows 11 81 619,378 11 98 697315 1017} (77,937} 89% B2030 Exterior Doors 047 24 976 1 00 58,204 0 53 (33.528 42% B30 ROOFINGI 20-54 1 1,077,190 { 19-05 ] 1,108,753 I IA9 ) (31,563) 9714 B3010 Roel Cevad s 20.54 1077190 1905 1108753 1.49 31563 97% Sublalal-SHELL 110.57 5,797,792 91.99 5,353,641 1838 444,151 106% CIO INTERIOR CONSTRUCTION I 19.94) 1,045,706 [ 23.43) 1,363,727 [ (349) ] (316.021} 77% C1010 Partitions 1388 727,860 19.77 875734 (288} (247,874} 75% C1020 Merin Coors 2.74 143,540 1.79 103,920 0.95 30,620 138% C1030 Specialties 3.32 174 306 4.88 1 284.073 1.56 108767 61% C20 STARS I 218 ] 110.190 { 2-06 ] 120,000 I 0.12 ] (5,810} 95% C24110 StairConatrudion 2.18 114,190 1.72 100,000 0.40 14,190 114% C2020 Stair Finishes 0.00 0 0.34 20000 01 20000 Il% C30INTERIOR FINISHES I 34.08 ] 1,786,887 { 23.74) 1,381,752 I 10.34 ] 405,135 129% C3010 Wall Finishes 805 422,310 576 335,330 229 88,960 126% C3020 Roar Finishes 8.41 440,858 5.75 334,665 2.66 108,173 132% C3030 Caling Finishes 17.62 923,719 12.23 711737 5.39 211.962 130% Wood Ceiling Subtotal -INTERIORS 56-20 2946,783 42.24 2,065,479 696 81,304 103% 010 CONVEYING I 9-36) 490,787 [ 12.89) 750,000 [ (3.53] ] 1259,213} 65% 3 E in Cost Model 01010 Elevators&Lias 365 201945 773 450,000 (388) 1248055} 45% 01020 Escalators &Moving Walks 5.51 288,842 5.15 300,000 035 111158} 96% 01090 Other Con-yinSylerna 000 0 000 0 000 0 0% More Fixtures, Above C. 020 PLUMBING [ 13.26) 695,364 [ 10.72) 623,770 [ 2.54 } 71,594 iii% 02080 Cther Pl.ni Systems 1328 695.364 1072 623770 254 71,594 111% 030 HVAC I 50.17) 2,630,980 [ 41.62) 27122,429 [ &55 1 208,551 109% 03090 Other HVAC S ems m &E ui ent 50.17q 2,630,980 41.62 2422428 8.55 208,551 109% Risen Open Concept 040 FIRE PROTECTION I 9.34 ] 4MB01 [ 3.78) 219,864 [ 5.56 } 269,937 223% 04010 Spnnlders 9.34 489,801 3.70 215,114 5.64 274,6B7 228% Riven by Ceiling Design 04020 Standpipe Systems 0.00 0 0.00 0 0.00 0 0% D4030 Fire Protection Specialties 0.00 0 0.08 4,7 0.08 4,750) 0% D50 ELECTRICAL [ 54.04) 2,833,796 { 45.31 ] 2,637,008 ( 673 ] 196,788 107% 05010 Electrical Service & IAstribution 7.50 393,388 14.00 814.3% (6.50) (421,468) 48% D5020 Lighting S Brand! Wiring 16.14 846,451 18.26 1.062.9C4 (2.12} (218,453} 80% D5030 Canmunications&Security 481 252,114 878 511.232 13 98} (259,118] 49% D50M other Fledrical Services 1701 891843 428 248016 1275 643,827 360% Low Voltage ! Special Systems 8.58 450 000 000 0 858 450.0131) 096 Subtatal- SERVICES 136.18 7,140,728 114.31 6,653,071 21.86 487,657 107% E70 EQUIPMENT { 0.00) 0 { 0.00) 0 [ 0.00 ) 0 0% E1090 Other E ui men! 0.00 0 0.00 0 0.00 0 0% E20 RJRNISHINGS { &63 ] 452,674 [ 5.08) 295,667 I 3.55 ) 157,007 153% E2010 Fixed Furnishings 029 15,000 000 0 029 15,000 0% E2020 Moveable Furnishings 0.00 437,674 5.08 295.667 5.98 142.007 148% Ind. casual sealing and canmunial Subtotal- EQUIPMENT d FURNISHINGS &63 454674 5x08 295,667 3.55 157,0117 153% 670 SPECIAL CONSTRUCTION { 1.361 71,4186 [ 56.36 ] 3,200,285 [ 155.01) ) (3,209,199} 2% F1010 Special Struck -J PBB 1.14 59,999 53.26 3,100,000 152.12) (3,040,001) 2% 61020 Integrated Construction COD 0 0.00 0 0.00 0 0% F1030 Special Construction Systems 000 0 000 0 000 0 0% 61049 Special Fadlilies 0.21 11,087 0.00 0 021 11,067 U%F1050 ecial Controls & instrumentation COD 0 3.10 180,285, 3.10 (180,285) 0% F30 SELECTIVE BUILDING DEMOLITION [ fi- 350,985 { 619 ] 3641,060 [ 0.51 ] (9,615) 97% F2010 Building EleDemolition ments 669 350,885 6.19 360,000 051 (9,01 5} 1 97% F20M Hazardous Con onents Abatement 0.00 01 0.00 0 0.00 0 096 subtotal -SPECIAL CONST. S DEMO &05 4 071 62.55 36402&5 54.50 21 14 12% Subi- BUILDING 332.75 17,815,755 338.86 19,731,907 090 (1,916,152) 9O% GIG SIE PREPARATIONS 430,167 529,891 (99,725) 81% G1010 Site Clearing 0 0 0 Il% G1020 site Demolition & Relwadans 204.162 303.516 (99,354} 67% G1030 Site Earthwork 226,005 226,375 (370) 100% G1040 Hazardous Waste Remediation C 0 0 0% GMSITEMPROVEMENTS 583,718 6,248 577470 9342% W010 Roadways 500,644 5.144 495,500 9733% 17FAA Pavement 02020 Parking Lots 0 C 0 0% 02030 Pedestrian Paving 0 1.104 (1.104 096 G2040 Ste Development 83074 C 83,074 0% G2050 Landscaping C 0 0 0% 930 9rTECMLJMECXANICALUTILmES 25AW 5& 127(21 46% G3010 Water Supply 7.425 0 7,425 0% G3020 Sanitary Sewer C 0 0 0% G3030 Stam Sewer 12.041 42.237 (30,197) 29% G3040 Heating Distribution 6.021 0 6,021 0% G3050 Coding Distribution C 0 0 0% 03060 Fud Distribution 0 0 0 096 G3090 Other Site Mechanical Utilities 0 12.890 12890 0% CAO SIE ELECTRICAL UTILITIES 40,332 206,500 (166,168) 20% G4010 Eledrical Distribution 0 0 0 0% 64020 Site Lighting 40.332 206.500(166,168} 20% 64030 Ste Communication & Security 0 0 0 0% 64090 Other Site Eledridl Ufilities 0 6 0 0% GOO OTHER SITE CONSTRUCTION 0 0 0 016 69010 Si & Pedestrian Tunnels 0 0 0 0% G909D Cther Site Construdion 0 0 0 0% Subttlal- BUILDING 9rTENt3RK 1.079,7041 281937 135° Subtotal - Bustling aral SAe 360.35 18,895,459 35274 24,529,673 7.60 (1.6341214) 92% GENERAL CONDITIONS 0.00 Z1001 Temp Phasing 32.98 1 .729,134 14.60 850,0 00 16:38 879,134 203% Z1015ener Gal Conditions 48. 07 2,520,581 36.68 2,136,000 11.39 384,561 118% Z1D15 General Requirements 0 0 0 000 0 000 0 0% 81.04 4,249,715 51.31 2,986,000 29.74 1,263,715 Subtotal- GENERAL CONDITIONS 142% INDIRECTSd RESERVES 0 0.00 21020 Cont radar's Bonds 409 214994 544 316,532 (134) (101838} 66% Z1025 Suboontrador&Supplier Bonds Ono wdCOW 000 wdCOW 000 4COW 0% Z1030 Builder". Risk Insurance 0 0 56,603 000 By Owner 000 58,603 0% Z1040 Ganeral Liability Insurance 3.41 179022 294 171,453 047 7,569 104% Z1050 Permits 0.00 .1h alleane 000 By Owner 000 Different 0% Z1070 Arch, Srudural, Ciml Design Costs 0.00 3,100,510 44.68 3,052,o0D (44.68) 48,510 102% Z1080 MEP Design Fees 000 w1aba✓e 773 wfaba✓e (773} wlabove 0% Z1090 Gross Receipts Tax 000 Net Regd_ 000 Net Rei _ 000 NO Regd_ 0% Z11DO Utility Development& Tap Fees 0.00 By0­ 0.00 By Owner 0.00 By Owner 0% 21110 Hazardous Material Abatement 0.00 By Owner 0.00 By Owner 0.00 By Owner Il% Z1120 Testing &lnspedions 0.00 ByO-. 0.00 By Ovmer 0.00 By Owner 096 Z1130 Escalation 0.00 net too 0.00 net line 0.00 not be 0% Z1140 Contrador Contingency 19.67 1,031,230 24.23 1,410,940 (4.56) (379,710) 73% 6% to 5% 21150 Precarrat"Cian Coatibalance 4design} 3.53 185,000 421 245,000 (068) (60,000) 76% Z1160 Building Information Modeling (BM) 0.00 0 1.29 75,000 (129) (75;0001 D96 21190 Ovmer Contingency 0.00 a4tln bdow 1 500 000 0.00 1500.000 0% 12-89 0.767,058 116-36 6,770.924 (103,15) (2003,866) subtotal-INDIRECTS& RESERVES 70% FEES Z1060 Fee 28.18 1,477,60 33.24 1 1.601.742 15.97) 124,1391 92% 28.18 I 77, 27.52 1.601.742 0.66 L1211i Subtotal - FEES 92% Subtotal CorlslrucOon Costs 560.48 29,389,835 547-91 M.889, 90 1237 (2498.505) 92% Owner Program l Allowances Eagle Airport GMP Proposal EXHIBIT 5.02 Clarifications and Assumptions HENSEL PHELPS August 18, 2017 Plan. Build. Manage. Eagle County Regional Airport GM P 8.18.20'17 Clarifications and Assumptions 1 The following Assumptions and Clarifications are provided to convey the basis of the estimate and general approach taken by Hensel Phelps in the preparation of the estimate. The detailed estimate backup provided for each area of the project shall serve as a reference for all scope of work (work activity, assumed quantity and level of quality) which has been taken into account in this estimate. Work not specifically indicated in this detailed backup should be considered Not Included (NIC). 2 The estimate assumes that multiple subcontractor and supplier bids will be obtained in each trade, and makes no allowance for temporary increases in cost due to local market conditions resulting in insufficient subcontractor or supplier bids. 3 The estimate is based on five, eight hour workdays per week. 4 The estimate makes no provisions for sole -source specified items or products. All items are assumed to be openly specified to allow competitive subcontractor and supplier bidding. 5 No monies have been budgeted for contaminated or hazardous materials, soil or water. No monies have been budgeted for treating of contaminated ground or surface water prior to discharge. 6 Upgrading of existing systems to meet current code is not included in the existing terminal by remodel and expansion per Shane Gremmer. A10 - Foundations 1 Micropiles are the basis of the GMP, however spread footings may be used in isolated areas. 2 12" over excavation and recompaction under all footings has been included per Ground Engineers Soils Report 3 Over excavati onfrecom pact is included if required by the CTL Thompson supplemental soils report that will be performed. 4 GMP Includes costs for a supplemental soils report to be performed by CTL Thompson. A20 - Basement Construction 1 None B10 - Superstructure 1 Normal weight concrete has been included for the slab on metal deck to achieve polished concrete finish. Local aggregate is included. 2 No Architectural Exposed Structural Steel {A ESS} steel is included as part of the structural design B20 Exterior Closure 1 Mechanical screen walls have been included as perforated aluminum screening similar to Belvedre 6" short rib. 2 Bonderized metal panels are unwarrantable thus the basis of design will be a factory painted metal panel finish with a standard manufactures warranty. Bonderized or similar product is still being studied as conveyed on August 9th 2017. Hensel Phelps Page 1 of 3 Eagle County Regional Airport GM P 8.18.20'17 B30 - Roofing 1 None C10 - Interior Construction 1 Every attempt will be exercised to match existing finishes for the work performed in the existing back of house areas, IE United, TSA etc. C20 - Stairs 1 None C30 - Interior Finishes 1 All exposed steel shall be painted per the concept drawing approval. 2 All interior columns are painted exposed steel 3 Mecho Shades will be installed at all windows except the North Elevation. X10 - Conveying 1 None X20 - Plumbing 1 None D30 -HVAC 1 None X40 - Fire Protection 1 All steel piping is included. 2 Factory Mutual Insurance is not included. 3 Dry pendant heads are included at the exterior tarmac. 4 Modifications to the existing anti -freeze loop system outside of the new construction is not included. X50 - Electrical 1 Lightning protection system is not included as previously directed by ECAT. E20 - Furnishings 1 No Division 12 furnishings are included. Hensel Phelps Page 2 of 3 Eagle County Regional Airport GM P 8.18.20'17 F10 - Special Construction 1 None F20 - Selective Building Demolition 1 Passenger Boarding Bridges as priced in the GMP include minimal air tempering for winter condition, no summer HVAC is included. 2 The fixed link portion of the passenger boarding bridge at gate 1 is a non condition space. 3 Precondition air units (PCA's) that service the aircraft are not included, ground service equipment shall service the aircraft per ECAT. G10 - Site Preparations 1 12" of soil scarification and re -compaction under the apron paving is included. G20 - Site Improvements 1 A 5' tall retaining wall has been included at the west end, which is not currently shown in the GMP documents. 2 We have included relocation of the domestic water, sanitary and gas line south of the existing terminal adjacent to baggage conveyor G30 - Site Civil 1 Mechanical Utilities 1 None G40 - Site Electrical Utilities 1 Reuse of the existing apron lighting and luminaires are included as the basis of the GMP. G90 - Other Site Construction 1 None Hensel Phelps Page 3 of 3 Eagle Airport GMP Proposal EXHIBIT 5.03A UniFormat Summary HENSEL PHELPS August 18, 2017 Plan. Build. Manage. C O Q x W W N L 3 O Q C O U H a U W Yn J W . w p p no W l p 00 t p ow m Ifl N a p a W N a M p a m n to N lA a s Ifl N a --I N t9 p m a lA rl 00 ❑ lO p a "I 0q o too V1 - a p h U ❑ N O Q T fA h M lO �--; IX] lA M rl M W n T W M T fA M Q N W p lO T tb Q lO p a h N a N M p O] rl O lO O Q p O M c p i r h Vf p r f]] lO Q N VI m IX] VI E O tC M M O .-� M V h r; M V V N O M r4 W 0 O 07 M lO N .-� 0 fN M .-� O V 4C O M r: N tC O V M N e4 W M O T p lA tD N T N N h N a n �--I N a N p W T M f.'O a1 a p a1 N M V1 Q N V1 N �l1 .-1 M lO p n .�I r .�I a a N N lO lO a m lb n W a N N p N p W N a m N N V1 w n m a M W a m a r -I e -I r -I r -I N J h0 Q" a m W rl ry rl n m M M pl a lO ry a .--I a a O n n 01 n T w p m W W m p m N eel m I!] a V1 N N N a n r� � N eel lO N N H H� Q H VI H p lO (P lO lO N ill a (b .y N lO p N W p N M lO p p V1 e� N eel f` h a (P lO n lO n M V1 u1 O1 W p ui eti p O1 1lV tYl lV n f• lO tY1 VI fn W n N fV lO p f: a--1 p lO fY1 a Ol r-1 O O O O CQ r -I O I!1 pl r•I p lV N N N eel H t-4 4 rl �--� a eti eti H m ❑ - p IR p Q p p m H Q p N p W n .--1 1° a N N Ifl Y ❑ 3 m C O n�nm�ooa� E m r O C O rN N m m -o ❑ A M o0 T E rN to uS m E m` ti � m m ou c =a ❑ m `m m m a r. p p n p N m a M a in �n a M p .-I p m p m ea loo l n p lO .-�I ❑1 lfl N n p M N E ri M o ori .� rN W rN M ri v � sm —a N ry C � O �y r o v m m o m n L7 000 u co tri C m M ❑1 to m lV r M m u C a p N m 90 N 111 O e-1 T oc O N p m a N ❑1 111 p W C m h.-. room ❑ Dnp rbm cc p M a E ri c ur ��n W vi w .4 .� m m G Lnm m In � Q � � m N .4 °1 m t� �m LL� w a = n nnvi n � a� m r N V7 O m W N n N Q Q r N � IX] p p �--I n p W lO p p p t9 p N V1 rl Ifl N lO IX] ati W W N p p a n a ❑ lO c a c r Q oq p r ❑ N O Q T fA h M lO �--; Q V1 M rl W O T T W M N lO M r; M W p l0 n n n n n n n n n n n. tb t.'O p t9 n n C O E m o m M p m (T Q h N m Q Q w a V1 o w e-� m (71 m n m N I!1 h T p lA tD N T N N h M T n �--I m tD a p W lO T N T N T �--I N M .-1 M lO p ill .-1 .�I M N W m N M xSZ� W h m M i Q oLn ❑ Ln LL u ❑ NQ M W �--I N '-I n Ifl M pp V1 Q to tD tD .--I M M Il] O M Ill V1 n oe C7 N -I lL N N rl N a Q lO lO �--t q p (T h N N (S1 N f• �-I -!a N N tb p GI N T V o m m a W p m ey p m m a --I M N lO Q m M m N M n h m m m p h p n a N d m u� 00 C .y r C ' C N rrE E M m a` 2 C O CL x W W L 3 (O Y C O U H a V W n � O � q O 14 W � N ❑a a C M N 6� W Q m N❑ Qs P N M 4 m P .-+ a] P �n V] P N M P P 0 P 0 0 P 0 o 0 0 0 o a o P P P 00 P P P P Q� O O O O M P 8 P P o m ❑ ❑ 1!] Ln 1!1 lO W O N lO lG M lO Ln 0 0 0 w O O O O w P O O P N 0 N n �i P O GO N N Q H 1I1 n M Ln 0 lO q M 00 fA N N N N P ~ ti V ~ ti T V] lD M .-I .-1 .-1 N N N N M M N N N N VMF N N J 00 O��" r n n ry m❑ '00N lO n O n n m h N CO ae �D q N [)l e -i n [11 w a1 P q w ae w p h p N p P P Q T q h O q M M w N M Me•I M" N N �--I N N P P P lO P P lV P a --I r!1 P �--I Q M m m y <T 1? 1? � C q N N 6� lO N V h M Qi Q 00 lO M h 00 w 6, m w H w 00 M O1 O w M T rl O e-� �-+ d P� w h Q N n y� n P cli t a4 M M O O W N e1 W V P V1 IA M n g N k m N N N N w m m lO N H Q m :Xi C0 0 N� ti i? r M O N O ❑ ❑ O GO O ❑ O O O O O p4 N Vf 1A pOo N oO Vf ' O C eq N M N N O lO T h pp q p fll H O CO co O N n .-1 M T a � N Q n N H H N iA N N lIf K ih w 0 Q E H S S p Q p 4 S S 0 0 0 tR o iR C V! O h o ih p V! o tR 0 14 C P lD N lO n w O1 lA lD tiD N V1 lA N n O1 V1 n T lO p N ❑ N M q q P Ct 00 �y w �G h Ln �D .-I N g N q h q h q T q Ln N q .-� O V V V V --i 00 M lO d '6 m Gl m E D1 N lO N T T d1 V] m N Q M N N n T N N M N a a T M M I!1 N 4L tC q Q Ift O m Q h Vf N 1A q N N q '� in t =a m sn INW N m S 8 8 8 8 S 8g N a o o c o 0 0 0 C 7 rl M P m g m n M T M N M a m 00 00 M w N C C m g h h ai m N p P m w n M T V1 w n N ❑ m 1p0p W op l N 00 Q iy q .- I �.q Q CO rl Q m O .--i O a to O O r q rl T N Q .--1 .-1 N .-1 M w P h P V1 N N O O CO Q N M N M N M N N tt] tNYI n �--i N N M m Q h n tq/F N � LL —a � N M O N N Q O n 0 IQv H M Lq Q u co l�D N P . � a1 N In O C N O O N Q p P P O O ti O O H H N 1 � N ❑ u N y y Vl L! N C N w q0 n .-� ri M T g a N �D 0❑ lO T n W n Jl iln w P N O O q h G1 ❑ O �D N q f N n in c .--� O N M Q N N N a .•+ m N Q P C M Epp{ N w q Q] N N Q] N n l❑ .-� C O O CO N Q h Ol rn N N a O1 n q y q lO N H eQ-f N Q Q 1` (l1 �1 � N I` 00 Ca C y y�j y 4y �•q � N ci °1 m t� �m LL N m Ln M lO l0 M N h V1 M SO N N N CO N M h N m M M M P N N t� ON M Vl It M h m 0O mti iA 1O D� M ❑ N 0 P . O O H rm N ❑ Q1 N n N ti W Vl N N M w n cn m p QV Ifl g N m N m M 0 �--i m n� n ul N h N M f` N❑ e o ❑ Q Ew m O Damm M m n N �--i ti mm� w M lO N w lO Q w N N Q Ifl Q lO [P mmvhivrviM gmmwwmm�,n N a� q M� N .--1 .�I rl lD rl OIL tR N a --I N N K N r -I N N N h N N S.i yrn � q C7 'a Ol ❑ T F-: w M P h h n T M Q n w kq h w p n N lO Q1 N N N N O Ln lO O O O O VI I� n N V I", m N O N g N O N n9 P w a O O g P O O O H N 0 N M N O N N N N N mIlp to � � > v y a e J F •� 4L ❑ C O 7 eo C CC O U F caa a d c ❑ fc C 6 2? E E s F- Eagle Airport GMP Proposal EXHIBIT 5.03B Bid Package Summary HENSEL PHELPS August 18, 2017 Plan. Build. Manage. C 0 a x W H 7 � 0 u c 0 Q V W d ILJ W . J Z m W= r v w a 4Ns`d Q �p � � d V N V d M W �O � � � ✓� V � � � N N N O N � � � N � � � � � � S � � M S 3`v3 5 N g $ $ $ g N S H 8o go g�o p8p N N N cc,, 8 Spy, pCV'� a B NNN N LLd � N -i P; al cMm w � �� d.im d .a N � va em mvMi_n m vi c�"om �n � �.; va � .i d.�w �p 4 g g 4 4 4 g 16 a `� d7i v m v nv�niv v ^ 1 s m 15 -11 � � � �v�� � ' � 'L�� LL w^ 9Iw 3 vi kAm y V a K C V = "" c w a s 3 e y 28 N N o 1. ion S ir �aa`c7c4$���w2� 3s' °s$,�_etl�r m� ry o a omm"imm^go cv v v v s.'"i� G G O 0 0 ti N N N N M M M M M M M d V V V V V V V V V V V V V V u+ —y C 0 a x W H 7 � 0 u c 0 Q W d J W . IL W Wm v w a 4 �w Va cm.+o c No.+m e va M va `v va S E $ $ g a B aM N'm'.ti .-i L6 V'� � V'�� va LLd [7 .5 o coon-ivoo .5 w ncn ti.i .i N4 n4 .5 .tiovi N4 4 .i vT s v, C p V N .i d� O n� G .I M i d M� O .ni •n-� p�p y v� p, aaaN gLL � x� n N V N Pi O O G O - o tiT n N N ppp Nppppp N O .i m N � ss r a � E � a w � s �nEaa�n��d ° E a yam OW .a ��33�aaaaaa s Eagle Airport GMP Proposal EXHIBIT 5.04A UniFormat Estimate Detail HENSEL PHELPS August 18, 2017 Plan. Build. Manage. HENSEL PHELPS ECAT Concourse Expansion Plan. 3ji.c. Manage. HP Esti mate beta i l Back up Report - UNIFOR MAT Estimate: Master Eagle V27 - Revised 6 M Estimator: Be ride, Kyle Status: Active Report date: 8/24/2017 Job Sixe: 55,437 gsf 2:18A9 PM Owner: ECAT Rev Bion: 02 Total Description Quantity Unitcost Amount AConcourse Expansion A10105ta nda rd Foundations 03-11-13.50-0100 Continuous Footing l' -6"x 1'D (VEHAD Inh 85-oD $5Ey780 03-11-1350-0100 8"Ste m Wal l-3'TalI 2,535.00 sf 3QOD $7Gp D 03-11-1350-0100 Waterp roof Stem Wal l& I m ulat id n 3,335.00 sf 400 $13,340 03-11-1350-0100 Spread Foot ings-F4x4 400 Ea WDOD $3,090 03-11-1350-0100 Spread Foot ings-F5x5 400 Ea 1,125.01 $4500 03-11-1350-0100 Spread Foot ings-F6x6 19.00 Ea 1,62000 $4680 03-11-1350-0100 Spread Foot ings-F7x7 7.00 Ea 2,23000 $15,610 03-11-1350-0100 Spread Foot ings-F8x8 400 Ea 2,85000 $25,650 03-11-1350-0100 Spread Foot ings-F9x4 300 Ea 3,80000 $11,900 03-11-1350-0100 Spread Foot ings-F10x6 12.00 Ea 2,60000 $31,200 03-11-1350-0100 Spread Foot ings-F8x8-PBB 400 Ea 490000 $18,000 03-11-1350-0100 Te Bea ms 4'Wde 22.00 Inh 30000 %6W 03-11-1350-0100 Te Bea ms 2'Wde 41100 Inh 85.00 SA400 03-11-1350-0100 Fixed Wal kvay Fe u rdat ions-F6x6 300 Ea 1,62000 $4860 03-11-1350-0100 Extend B"Stem wall- Addit id nal 2' 400 LN FT 800.00 sf 3000 $29,000 03-11-1350-0100 TE42A4- Remove all s pread foot ings except for PBB LOQ Is f114,080.00j f$114,080j 03-11-1350-0100 TE42119- Remove all t ie beams LOQ Is f10,000A0j f$10,00q 03-11-1350-0100 TE42119- Add t e Beams for Micro P iles 120.00 If 300.00 $3Ey000 03-11-1350-0100 TE42.Q4- Add P e r Caps 4'Th k k 379.00 sf 92.00 $34868 03-11-1350-0100 TE42.16-Remove 5'fmm BLD- Delete 50LF of Stem Walls f150A0j sf 30.00 f$4,500j Qi -11-1385-2050 Elevate r Matt Slab l'Th k k 250.00 sf 40.00 $10000 Qi -11-1385-2050 Escalate r Matt St. b VT hick 160.00 sf 40.00 %400 Qi -11-1385-2450 Elevate r Pit Walls 8" Th id, 310.00 sf 3200 $$920 Qi -11-1385-2450 Escalator Walls 8" thick fwdh stem wall] sf Qi -11-1385-2450 P 666' D A Cc. rete Pedestals 400 ea 7,000.00 $28,000 Qi -11-1385-2450 3' DIA Cd u mn Cc nc mte Encaseme nt at t ugs 29.00 Ea 750.00 $18,000 Qi -11-1385-2450 3' DIA Cd u mn Cc nc mte Encasement at fixed bridge 300 Ea 750.00 $2,250 Qi -11-1385-2450 3'Tal 13' D IA Cc lu m n's above Foot ing 38.00 Ea 750.00 $28,500 03-62-1350-0370 Gre ut, cc lu mn base plate, no nsh rin k, no n-metall k, 2"dee p, average GOAD Ea 8000 $4800 05-05-2305-0160 Anchor Bolts -Install GOAD set 5000 SA000 31-23-16.46-2210 Bu ild ing Excavat id n to Ea rthwtrk, included i n fo u rdat ion un it rates LOO Is I87,000.00j 09000 A10205pecTel FaundatTons 31£3-29.13-0065 Rammed Aggregate Pe m LOQ Is 89,999.92 SqQ000 31-63-2413-0065 Gedeoh Report LOQ Is 6,000.08 %000 31-63-2413-0065 TE42 A4 -Add Mic m p iles LOQ Is 489,99489 $50Q000 31-63-2413-0065 TE42 A4- De fete m mmed agg p e m LOQ Is [90,000.00l 09000 A103p Slab on Grad! 03-05-1325-1050 4" G ravel Base U nde m lab 260.00 ty 10034 $2Ey087 03-05-1325-1050 TE42 A2A- Save extst ing Sla b - Po rt ion of gravel f139A0j ty 10034 {$13,947] Qi -11-1365-4000 Slab Diamonds 79.00 Ea 18000 $14220 03-30-5390-7075 He mekeeping Pads 500.00 sf 800 $9,000 03-31-0535-0155 5"Slab on Grade 21,688.00 sf 800 $173,509 03-31-0535-0155 TE42.16-Remove 31, sf - Re move SOG f1,000.00j sf 800 f$8,000 03-31-0535-0155 TE42JUA-Save extst ing Slab - New Slab po rtic n not needed f8,400A0j sf 800 f%7,200j 03-31-0535-0155 TE42 A2A-Save extst ing Slab - Te i ntu exbti ng st ructu re fDow for Oj 315.00 Inh 5000 $15,750 31-22-16.10- 1100 Over `--t.3 - underslab and bring in se led fill 2,700.00 ty 8027 $216,726 31-22-16.10-1100 TE42 A2A-Save extst ing Slab - Po rt id n of select f l f1j67.00j ty 8027 f$101,704 B1010 F loo r Cc nst ruction 03-31-05.35-0180 6"Slab on Metal Deck 35,000.00 sf 7.00 $295,000 03-31-0535-0180 T E42.16 - Remove 31, SF - Remove Metal Deck f2,000.00j sf 7.00 f$14,000j 05-12-2317-7500 Cc lu m nmfwide flange wit h base p late,anc he r be Its& caps] 74.00 tan 1,95000 $194300 05-12-2375-7925 Floor Beams 107.00 tan 3,60000 $385,200 05-12-2375-7925 Stee l Design Cc meld ion Allover rice 50.00 ton 3,60000 $180000 05-12-2375-7925 Tension Rads 1,150.00 Inh 100.00 $115,000 05-12-2375-7925 TEf12.16-Remove 31, SF - Floor Beams f20.001 ton 3,600.00 f$7Z0000 05-12-2375-7925 TE4221- Remove 40 psf live load- Remove Portion of Floor Beams f14.03j ton 3,600.00 f$SgQ(I0 05-12-2375-9090 Painting of Columns 79.00 tan 1,43205 $105,972 05-35-1350-5500 2"-16 Ga. Metal Deck 35,000.00 sf 5.00 $175,005 05-35-1350-5500 T E42.16 - Remove 31, SF - Remove Metal Deck f2,000.00j sf 5.00 f$10,00q 07-21-1310-0890 Cei Ii ng l nsu latic n above Tugs fSp my Foam j 19,721.00 sf 250 $3Eyaam 07-21-1310-0890 T E42.16 - Remove 31, SF- Remove Cei Ii ng i m l at Tugs f1,000.00j sf 250 f$2,500 07-27-26.10-0100 Va po r Ba mor U ride r Metal Dec k of Rad 42,396.00 sf 250 $105,955 09-29-10.10-0400 Exterior Ce iI ing above Tugs -CLG-6 19,721.00 sf 16.00 $235,535 09-29-10.10-0400 T E42.16 - Remove 31, SF- Remove Cei Ii ng at Tugs -CLG-6 f1,000.00j$1 16.00 f$1G,000j B3020 Roof ConstructTon OS -12-2375-7925 Pai nt i ng of Mis Metals 12.00 tan 55079 %mg OS -12-2375-7925 Mn Metals 12.00 tan 3,60000 SAA200 05-12-2375-7925Roof T is @350C 22.00 tan 1,75000 $3$500 05-12-2375-7925 Pd/Roof ladder 400 Ea 80000 SA200 05-12-2375-7925 Tem po rary Fa 11 P riled ion L00 Ea 21,000.00 $4000 05-12-2375-7925 Roof Beams 350.00 ton 3,600.00 $1,260000 05-12-2375-7925 TEf12.16-Remove3k SF - Remove Rad Beams (48.00]ton 3,600AD f$172,800j 05-12-2375-7925 TE42JDS-Re move tube stee l fro m nort hew detail f21.60j ten A935.00 f$84,996j 05-12-2375-7925 TE4238- Inc rease Steel Efficimty - Re move Roof T ies f22.00j tan 1,75000 fM500 05-12-2375-7925 TE4238- Inc rease Steel Effidwty- Re move po rt is n of red bea ms f52A0j ten 3,60000 f$187,200j 05-35-1350-5500 2"-18 Ga. Metal Deck 30,952.00 sf 5.00 $152,269 05-35-1350-5500 TE42.16-Remove 3k SF - Remove Metal Deck f2A00.00j sf 5.00 f$10,00q 07-9.5-1350-2400 4"Expa m ion Art 998.00 If 20000 $8$600 621110 Exterior Wars 01-59-2370-0301 Scaffold for oval is 2DA59.00 0 2OD $91,308 04-22-1019-0450 Wall Bac kup-8"CMU -EA3 9,700.00 0 27.96 $131,435 04-22-1019-0450 4"Ground FaceCMU-EA3 1,706.00 $f 27.96 $97,708 04-22-1019-0450 TE42.16-Remove 31, SF-8"CMU E43 f500A0j$f 27.96 fSLA982j 0541-1330-6200 Wal 1 Backup Drywall, St uds, Bat Inst, Ext De rise Glass 1w Bedexed -EA-1 10,062.00 $f 1400 $190864 0541-1330-6200 Wal l Bac kup Drywall,Studs, Bat lnsl, D t Dense Glass 1w ACM -EA -2 2,273.00 $f 1400 $31,822 Page 1 HENSEL PHELPS ECAT Concourse Expansion Plan. 3Ji.c. Manage. HP Esti mate beta i l Back up Report - UNIFOR MAT Estimate: Master Eagle V27 - Revised 6 M Estimator: Be ride, Kyle Status: Active Report date: 8/24/2017 Job Sixe: 55,437 gsf 2:18D9 PM Owner: ECAT Rev Bion: 02 Total Description Quantity Unitcost Amount 0541-133()- 6200 0541-1330- 6200 0541-1330- 6200 0541-1330- 6200 0541-1330- 6200 0541-1330- 6200 0542-2350- 1220 05-53-1350-0020 07-21-1310- 0390 07-21-1310- 0390 07-27-2610- (I to(] 07-27-2610- 0100 0744-7310- 1300 0744-7310- 3010 0744-7310- 3010 0744-7310- 3010 0744-7310- 3010 0746-7310- 0500 07-92-11110- IWO 82020 Exterior Wilindawa 01-54-2370- 03D1 07-92-11110- IWO 0843-1320- 1710 0843-1320- 1710 0844-1310- 0150 0844-1310- 0150 63030 Exterior Doom W-13-1313 - 1800 W-13-1313 - 1800 W-13-1313 - 1800 0991-13711- 0190 83818 Raaf Covpings 01-54-2380- 4300 0742-1310- 0100 07-51-1320- 0850 07-51-1320- 0850 07-51-1350- 0100 07E5-11110- 0005 07E5-2610- 0020 07-71-2330- 0400 07-71-2330- 0400 07-71-29.10- 2500 07-72-3310- 0500 07-72-3310- 0500 CWW PartiliPrr6 05-73-2350- 0700 06-11-11102 - 8050 0746-7310- 0500 0746-7310- 0500 09-22-1613 - 2825 09-22-1613 - 2825 09-22-1613 - 2825 09-22-1613 - 2825 09-22-1613 - 2825 09-22-1613 - 2825 C107A Interior Doan W-13-1313 - 1800 W-13-1313 - 1800 08-13-1313 - 1800 OE -13-1313 - IWO 08-13-1313 - IWO 09-91-2335 - 0450 09-91-2339 - 0140 [q-57-11110- 0400 04-57-11110- 0400 05-53-2150- 2200 05-53-2150- 2200 OE -13-1313 - IWO OE -52-10.65 - 1200 OE -52-10.65 - 1200 10.14-2313 - 1250 10-21-1313 - 0500 10.21-1319 - 1400 10.28-1313 - 0410 Furring for Ch1 D- EA -3 Wall Backup Qrywal 1, St uds, Bat Inst, Ext De rise Glass for Erick - E64 Wal 1 Backup Drywal 1, St uds, Bat Inst, Ext De rise G lass for Ste ne- E65 I me rm r Ai r Barre r T E42.16 - Remove 3k SF- Remove Wall bac kup EA -1 T E2.03 - Mod ify CW to Stu retro nt near elevate m- add f ra mi ng EAI Parapet Fra mi ng, i m I, c Iaddi ng- Assu me 2' Ta11 f307 I nftj 85' Ta11 Mech Sc men Wa 11 Wal 1 Backup -2" Rig id Insulation T E2.03 - Mod ify CW to Stu retro nt near elevate rs- add I nsl FI uid Ap p lied Vapc r Barre r T E2.03 - Mod ify CW to Stu retro nt near elevate rs- FI uid Ap p lied Cladding - MP -2 Be ndereed Metal Panel Cladding - Store at Elevate r Wall - EAS Cladding - MP -3 - At u. Com P. Metal Panel Scaffolding T E203 - Modify CW to Stu retro nt near elevate rs- Add M P-3 MO Pot Framing Bac ku p fo r Soffits f821 LF x2' Deepj Joint Sea (ants - Eke do r Walls Staffdd for wi ridows Joint Sea (ants -G lass Stme}rofR - Glass SoJa than 60 T 1203 - Modify CW to Stu retro nt near elevate m Curtain Wall T 1203 - Modify CW to Stu retro nt near elevate rs E3d&im Doan - Gates Exterior Door - Single Al u mi n um Ste ref m nt Door -Si ngle Pairds & Coatings, ext doers, flush, hath sides, re 11 & inrush, prime r+2 toots, Q tenor latex Fall Protect o n Cab Ie wit h stat o ns 4' DC Standing Seam Rmfi ng/ Cover Board E PDM Roof ing /Cover Board / R30 insl Accent Seff it Metal Panel Ru b be r Wal kpads 3' Parapet Caps Ice and Water @ standi ng Seam Aluminum Gutters !§ Downspc uts Heat Trace on Roof Mix Flashings Roof Hatc hes Snow Fence Glass Handrail Nea r Escalate m 42" high In Wall Blocking !§ Backing Soffits for Ducts f550 If x6'j Furcut Columns for MEP Metal St uds and D rywall - I me rm r Shaftwal I Knee walls for m it kvc rk 1' to II knee Wal Is fo r f in t u hes T E42.16 - Remove 31, SF- Remove Metal Studs and ❑rywa ll- interior T E42.19 - MN FG Fin T ube - Remove 1' tal I knee walls fc r fi n t u hies Doo r LI pg /odes Budget fg lass, a peners ect j Si ng le Door - H M 1 Si ng le Door - H M2 f Wmd j I me rm r Window Frames Frame Install Paint Frame Paints & Coatings, int latex, zero vat, dors, flush, both sides, re11 & brush, primer +2 coats Fire Place Fim Place Flue Recessed Stai riles Steel G rate Near Gate 6 Recessed Stai nless Steel Grate at Gate 1- Linear Si ng le Door - H M3 -1/4" SS P late f Co rner G uard j Window Sil Is and A pro n at Ste ref m nt Window Above Fin -Tu bes T E42.19 MN FG Fin to be enc losu re - Remove W ndow Silk Code Req Signage So lid Su nate To ilei Cc m partme nt5 Urinal Sc ree ns Td let accessories, diaper changi ng static n, Plast ic, mcessed, wk h sta in less stee I flange 10.28-1313-0610 Tax let Accessories, dispenser un its, towel d is pe nser J6 waste mceptac le, 18 galla n capac ky 10-28-1313 - 0900 Tax let Accessories, grab bars, straight, stainless sMel, 24" Img 10-28-1313 - 1120 Tax let accessories, grab Kars, corner, stai nless stied, 36" Img 10-28-1313-2300 Tax let Accessories, ha rd drye r, su rface me u nted, dot ric, 110 vie It, 20 amp 10-28-1313-3700 Tax let Accessories, mi rm r, 48"x24", with 5"sst shelf &ss 3/4"sq uam fra me 10.28-1313-4100 Tax let Accessories, mop holders[ rip, stai n less stee 1, 5 he lde m, 48"long 10.28-1313-4220 Tax let accessories,napkin/tam po n d ispense r, su rface me u nt 10.28-1313-4250 Tax let Accessories, san kary napkin roe ptac le, recessed Page 2 4,57E -0Q sf 1,706.(X1 sf 2,449.(X1 sf 21AGS- X1 sf f 1,000.00 j sf 175.(X1 sf 614.00 sf 138.00} Jf 20,654.(X1 sf 175.(X1 sf 20,654.(X1 sf 175.(X1 sf 10,052.(X1 sf 1,331)101 sf 2,866.01 sf LOQ sf 175.0X1 sf 1,642.0X1 sf 20,654.0X1 sf 7,429.0X1 sf 7,429.0X1 sf 4,325.0X1 sf 1,365.0X1 sf 3,104.011 sf f 1$40.0X1 j sf ROD ea 60@ ea 2DD ea 11.0X1 ea IMAD ea 32,808.21 sf 9,588112 sf 1,602.00 sf 180.00 Ink 245.00 Ink 32,808.21 sf 84.00 If 804.00 If 112.00 If 201) ea 1,114.0X1 If 257.0X1 If 55,437.01) sf 3,30D -OD sf LOAD ea 17,309.01) sf 2,711.01) sf 7010D sf 310.0X1 If f2A03 (P sf f31(1.00I If ea SOD ea 33 -OD ea 201) ea 51 -OD ea 51 -OD ea SOD ea LOD ea 23 -OD vH 105.00 sf 30.00 sf 7.00 ea 310.00 If (31D.00l If 55,437.00 GSF 25.00 ea 600 ea SOD ea SOD ea 27.0X1 ea EDD ea ROD ea 21.0X1 ea 20D ea 20D ea 18.0X1 ea 9.(X1 14(X1 14(X1 075 14(X1 14(X1 501X1 255.(X1 251) 251) 425 425 3225 79 91) 5241 75,59163 5241 111.01) 10X1 201) 10X1 78.01) 78.01) 981X1 981X1 1,857.58 1,857.59 2,001101 22113 81101) 250D 1601) 1601) IROD 21101) 1175 IROD IROD 10X1 3,001101 IROD 801100 1125 IROD 1,2001X1 1301) 1601) 1301) 21101) 1301) 21101) 541,185 $23,884 534,286 S15,795 f$14,030j $2,450 $311700 535,190 $51,640 $438 587,782 $744 $324,200 $IOCy265 SssQ2Q7 $75,592 S9,172 SIEy420 $2QE52 $14,858 S7,428 S337,350 S10Cy470 $304,192 f$1S0,92q $9,288 S11,146 Sam 5242 $9,600 $8211206 $153,409 $25,632 S2,700 S49DO $24,6111 S1,260 $12,(160 S112 %000 SIEy710 $2115,600 SIA848 $49,5DO S12,000 $225,017 543,376 59,100 56,200 fS26,000j f$6,200j 1,547.98 S7,740 2,06398 $68,111 1,857.58 SA715 151101) S7,E50 82E2 $4214 2204 Site 34,999.99 535,000 2011(X' $4601) 100.00 $111500 1200' $3,600 750D 5525 711,01 54700 71101) f$21,700j 1115 $8,306 2,657.68 $6fy442 401101) S2,400 60000 SA000 45001) S2,250 5001) S1,350 12001) $720 700.01) 56,300 300.01 %300 100.01 5200 450.00 $901) 65.00 S1,170 HENSEL PHELPS ECAT Concourse Expansion Plan. 3ji.c. Manage. HP Esti mate beta i l Back up Report - UNIFOR MAT Estimate: Master Eagle V27 - Revised 6 M Estimator: Be ride, Kyle Status: Active Report date: 8/24/2017 Job Sixe: 55,437 gsf 2:18A9 PM Owner: ECAT Rev sign: 02 Tata I Description Quantity llnitcost Amount 10.28-1313-4300 Toi let Accessories, m he hoo k, mgu lar, s ingle 27.00 ea 2400 $698 10.28-1313-5000 Toi let Accessories, soap d is pe nser, s urface mo u rat 17.00 ea 4000 we 10.28-1313-5600 Toi let Accessories, shelf, stai n less stee l 16'x5" 27.00 ea 75.00 $2,025 10-28-1313-6000 Toi let Accessories, to i let seat cover dispense r, stain less steel, su rFece mou nt 27.60 ea 80.60 $2,166 10-28-1313-6200 Toilet Atce vies, toilet t m ue dispense r, stain less steel, su rFece mou nted, do ub le m l l 27.60 ea 40.60 $1,080 1044-16.13-1100 Fire extimg rh rs, dry the mical, pmssu raed,standard type, po rta ble, pa inted, 20 lb 5.00 ea 15000 $750 12-36EL17-0210 So lid Su rface Bat h mo mCountertops 61.00 Ink 20000 $12,200 12-36-6117-0210 u ndemou nter Brac kets 15.00 ea 8000 $1,200 C20M Stair canstfuckfort 03-30-53.40-6850 Cc m rete i n Stair Pa m - Stairl 19.00 VLF 7143 $1,000 OS -51-19.50-0325 Stairl - Metal Pare 12.00 vk 50000 %000 OS -51-1%50-0325 Stair3-Mai n Entry 12.00 vk 5,00000 $6Q000 OS -51-1%50-0325 Stair4-Metal Pan 12.00 vk 55000 %600 05-51-1%50-0325 Ships [adder 200 ea 4,95001 $$900 05-51-1%50-0325 stairs - Metal pan ROD vk 956.60 $4,750 05-51-1%50-0325 stair l - Metal Pare 15.60 vk 956.60 $14,250 05-51-1%50-0325 Stair 6 -Metal Pare ROD vk 956.60 $4,750 09-91-1342-0310 Paint Stairs 63.00 vk 11OIE %C D 03910 Well Finishes 0441-1010-0520 Fi m p lace St. ne Wal l 91.00 sf 6991 $00362 0441-1010-0520 Stone Wal l at E levators 1,160.00 sf 11485 $133,231 09 -28 -1310 -DIED Tile Bac erboard 6,08.S.O0 sf 199 $12,130 09-30.1310-1300 Base - Tile fB-2j 834.00 If 16.OD $13,344 09-30.1310-1300 Base - Fin Tu he Sh m ud fB-4j 310.00 If 40D $1,290 09-30.1310-1300 Base - Tile fB-3j 572.OD If 140D $8,008 09-30.1310-1300 TE2.19-MNiFG Ped istal Base boa rd Base- Remove Fin Tu be Sh m ud f63j f310.00j If 40D f$1,240j 09-3D-1310-5820 Tile 24"X48" (WF -2j 2,979.0D sf 26.98 $SQ384 09-30.13 10-5820 Tile Accent- Material Al khwance 5ss.00 sf 15.OD $8,384 09-30.13 10-5820 Tile Aaerrt - Labe r Al khwance 5ss.00 sf 350 $1,954 09-3D-1310-5820 Tile Wall (WF -3 Materia l Allows rice 2,547.OD sf 7.OD $17,831 09-30.13 10-5820 Tile Wall fWF-3j-Labe r Al lowanm 2,547.OD sf 350 $$9D3 09E5-1313-1110 Base - Ru b berf B -1j 2,407.00 If 299 $7,203 09E4-1310-1000 Fab ric Wrap ped Acoustical Panels{WF-lj-Material 4,220.OD sf 5.51 $23,298 09E4-1310-1000 Fab ric Wrap ped Acoustical Pa ne Is{WF-lj -Labor 4,220.OD sf 8.81 $37,189 09-91-2372-0840 Pai rated Walls 26,00E -0D sf L10 $28,648 C3910 Floor Finishes Ri-354310-0410 Po lished Co neat. Floors fFL-lj 14,611.00 sf 5.19 $75,773 Ri-354310-0410 T E42.16 - Remove 31, SF- Remove pol is hed cc m floe rs f500.00j sf 5.19 fsz-%3j 07-19-1%10-0020 Sealed Co m rete fFL-2j 5,398.OD sf 111 $5,988 07-19-1%10-0020 T E42.16 - Remove 31, SF- Remove Sea led Conc rete f1500.00j sf 111 f$1,664j 09-30.13 10-3000 T ile Crac klsolatian mem b rane 2,246.00 sf 350 $7,852 09-30-1110 - 3000 Tile Floors 113"X36' (FL -3 Material Al khwance 2,246.00 sf 7.00 $15,726 09-30-1110 - 3000 Tile Floors 189X36" (FL-3Laber Al khwance 2,246.00 sf 15.00 $33,690 09E8-1-1 M-0210 Carpet TiefFL4j- Material Allowance 29,255.00 sf 356 SEEy275 09E8-1-1 M-0210 Carpet TiefFL4j -Labor Allowance 29,255.00 sf 200 $48,518 09E8-1-1 M-0210 TF112.16-Remove 31, SF - Remove Carpet - Labor&Mate ra it (1,000.00]sf 5.56 651560 C3DCi9 Ceiling Finishes 0841-26.10- 1220 Glag Smoke Baffle f Escalat.0 105.00 11 35000 SRC 750 0841-26.10- 1220 Glag Smoke Baffle f5tairj 11.00 If 35000 $3,850 0841-26.10-1220 G lass cei Ii ng i n Vest ib u le 80.00 If 36.00 $2,880 09-29-1010-0350 Gyp Board Ce it ing It LG -2j 7,507.00 sf 6.02 $45,156 09-29-1010-0350 Gyp Board Ce it ing It LG -2j (I joco AOj sf 6.02 f$6,015j 09-51-2310- 1130 ACT 2.2 fCLG-3j 1,928.00 sf 7.01 $13,525 09-54-26.10-1000 Suspended Wood Cei Ii ng fCLG-lj 30,094.00 sf 29-O0 $872,720 09-54-26.10- 1000 TE42.16 - Remove 31, SF- Remove Suspended Wood Cei Ii ng f500.00j $f 29-O0 f$14,500j 09-54-26.10-1000 TE42 A6f-Wood ce it ing ekio ie ncy materai l or quant ay change f3,967.00]sf 29-O0 {$115,042] 09-91-2372-ONG Pai rat Ce it ings fCLG-2j 7.507.00 sf 110 %270 09-91-2372-ONG T E42.16 - Remove 31, SF- Remove Painted Ce it ings f1500.00j sf L10 f$1,652j 01010 Elevators & fifty 09-30-1310-3000 E levato r T ile Floo m- Mate rial A llowance 75.00 sf 7.00 $525 09-30-13.10-3000 E levato r T ile Floo m - Labor Allows me 75.00 sf 350 $262 14-24-13.10-2050 Hydraulic passe tiger E levator 200 ea 1[@,578.91 $201,158 01020 Esca latars& Maul ng Walks 14-31-10.10 - 1120 Esm We rs, enameled steel, 48"wide x 15 floor to floor height 200 ea 144,42104 $288,842 02090Other Pi u m hl ng Systems 22-05-7620-0240 MTECH P Iu m b ing Pm poral - Base LOD Is 670,457.02 $67Q457 22-05-7620-0240 Alternate Bat hmem Fhdums {1.00] Is 9,09102 ($91091] 03090 Other HVAC Systems& Equipment 23-3346.10-4010 MTECH HVAC Pm poral - Base LOD is 2,141,47400 $2,191,474 23-3346.10-4010 MTECH HVAC Pm poral -Te-i n of Ehdst ing Systems LOD Is 152,777.98 $152,778 23-3346.10-4010 MTECH HVAC Pm poral - Bond 100 Is 35,176.01 $35,176 23-3346.10-4010 T E42.16 - Remove 31, SF - HVAC&Plumbing f3,000.00j GSF 5.00 f$15,000j 23-3346.10-4010 TE42.02A-Save ehdst ing Slab - Sawcut a rd Stec kp ile f4lt 21 LOO Isum 29,41200 $29,412 23-3346.10-4010 TE42.19-MNFG Fin Tube LOO Isum 36,68498 $3EyGE5 23-3346.10-4010 TE42Al-Westgeneraterto remain -Remove Plumbing fl.00j Isum 4237.00 f$4,237j 23-3346.10-4010 TE42Al- West generate r to remai n - Mods to Exha ret LOO Isum 19,99999 $2Q000 940105prinkle4 21-13-16.50-3740 Derno and Make safe LOD Isum 10,20002 $1Q200 21-13-16.50-3740 Manua l Wet Stand pipe LOD Isum 72,40001 $72,400 21-13-16.50-3740 Leve 11 Sp d n klem 1.00 Isum 172,29997 $172,300 21-13-16.50-3740 Leve 12 Sp d n klem 1.00 Isum 164,20002 SIE4200 21-13-16.50-3740 Add Fi re Pmtect o n P ress ure Reduc ing Valve Assem*(Allowance I 100 Isum IE'Suaw $IEy500 21-13-16.50-3740 TEf12.16-Remove 31, SF -Fim Pranted on WOOD .00j0 200 f$5,999j 05010 Electrical Service & I7Tstrih ution 26-24-13.30-2000 Genmratw, EM Distribution, UPS& D rib ut ion LOD Isum 839,39198 $839,392 Page 3 HENSEL PHELPS ECAT Concourse Expansion Plan. 3ii.c. Manage. HP Esti mate beta i l Back up Report - UNIFOR MAT Estimate: Master Eagle V27 - Revised GMP Estimator: Be ride, Kyle Status: Active Report date: 8/24/2017 Job Sixe: 55,437 gsf 2:18A9 PM Owner: ECAT Rev Bion: 02 Total Description Quantity llnitcost Amount 2&24-133Q-2000 TE42.16-Remove 31, SF - uettntal f3,000.00j GSF 5.00; {$151000] 26-24-1330-2000 TE42.02A-Save eAst ing Sla h -Crmdt walker duct LW Isum f42,000.00j {$82,000] 26-24-1330-2000 TE42.Q1-%Wstgeneratcrtc remain- Remove Elatncal Costs f1.00l Isum 206,0611.69 {$206,061] 26-24-1330-2000 TE2.23- Weed gate 3 with re rmal power l LO a me rgency - VE cpticnI (1.00] Isum 17,91338 f$17,963I 26-24-1330-2000 E rco m Cuts on P he re cal l$/ 11/2017 LOQ Isum f200,000.001 f$200,claq 26-24-13.30-2000 Erc P&P B ­ ds LOQ ISum 34,999.63 $35,000 85020 L1gtltl ng& Branch Wiring 26-51-13.50-9015 Lig ht i ng, Cont rod&Branch Wiring LOQ ISum 727,737.98 $727,738 85080 Cam m u nlcatlans & Secu rity 27-54-13.50-0010 Cc mm u n.&Sec urity, AV, OAS, CCN, ACS, PA Raceways 0 my LOQ ISum 191,34200 $191,342 05090Other Electrlcal Se rvlces f De mo, to mpo rary, bra m h pourer, ma han kal cc n recbe ns, h ui Id i ng cc nnect ions, food service, 26-32-13.16-2400 fi re ala nn, l g ht n ing p mtat o n l LOQ lsv 5ss'am i $559,00 26-32-1316-2400 New Bu ildi ng Tem p Lig ht i ng- Move to Te m p Sato r LO0 Isum {33,000.00] 0AMP 26-32-1316-2400 New Bu ildi ng Tem p Poore r- Move to Te m p Sato r LO0 Isum {14,000.00] f$14,000I EW10 Flxed Furnishings 12-24-13.10 - 0400 Mao Shades en SW Curtis in Walls 385.00 sf 38.96 $15,000 E2020 Moveable Furnishings 12-56-33.10-1150 He Id room -Seats 492.00 ea 425.00 $209,100 12-56-3310-1150 Hold room - Casual Seat 80.00 ea 1,Saam $1211000 12-56-3310-1150 He Id room -Coffee Tab le 20.00 ea 90000 $111000 12-56-3310-1150 He Id room - 8'Co m m unal Tab le 4.00 ea 8,00000 $32,000 12-56-3310-1150 He Id room - 12'Co mm u nal Tab le LOQ ea 10,00000 $111000 12-56-33.10-1150 He Id room -Stools 44.00 ea 45000 $1$800 12-56-33. t0 - 1150 Adjust from Sub Imput LOQ Is 36,77400 $3Ey774 F 1040 SpeclaI Fact lltles 01-10-60.00-HP1025 Final(1 -Up Estimate -Bldg 55,437.00 sf 11.20 $11,087 F2010 Sul Id ing Elements Demolltlan 0231-16.13-0080 Building De mo 21,274.00 sf 1215 $258,514 0231-16.13-0080 Se lett Roof Demo fo r EAst ing Standi ng Seam 1,550.00 sf 6.08 $$418 0231-16.13-0080 Re move Stai. and Assoc fated Cmc rete 1,500.00 sf 6.08 $$114 0231-16.17-0440 Re move east ing b ui Id i ng 6"SCIG 21,274.00 sf 203 $43,085 0231-16.17-0460 TE42J02A- Save e>asting Sla b-Portionnot demo f11,400.001sf 203 f$2ADES1 0231-16.17-1140 Foundatim Removal 1,300.00 If 40.51 $52,663 0231-16.17-1140 TE42 A2A- Save east ing Sla b - Po rt ion not demo f640.031 If 40.51 f$25,926I 12-05-05.10-5200 Se lett ive de mol it im, f tired seati ng, per seat, Sm re fo r Owner 650.00 ea 1216 $7,904 AConcourse ExpaIns ion SubtotaI 55,437.00 GSF 2$6.12 $1SA6L499 B TSA Finishes & MEP 01010 Pa rtltlo n . 0831-26.10 - 1220 Glass ❑ wide r Wall at TSA 1,224.00 sf 8000 S97,920 09-22-16.13-2825 Metal Studs and Drywall -12' -TSA Area 4,208.00 sf 1300 $54704 CIM 1nteriar Boars 08-33-16.10-0300 Security Co i Ii ng Door 300 epng 13,00001 $3$000 03010 Wall Flnlshes 09435-1313-1110 Base- Rubber [B-4 X9.00 If 299 $1,194 09-91-2372-0840 Pai nted Walls[WF3j 3,302.00 sf L10 SA638 03020 Fluor Flnlshes 09438-1310-0210 Carpet Tile f1`1_3l- Material Allowance 6,533.00 sf 356 $23,275 09438-1310-0210 Carpet Tile fFL3l-Labor All- a 6,533.00 sf 200 $13,068 09469-1310-0020 TE42 A2A- Save e3dst ing Sia b - Access Floo ring &Ram ping 5,300.00 sf 18.00 S95,400 03030 CeTITrg FTnishes 09-51-23.10 - 1130 ACT 2.2 (CLC -31 6,533.00 sf 7.01 $45,828 02090Other Pi u m at ng Systems 22-05-7620-0240 MTECH P Iu m b ing Pre poral - TSA LOQ Is 16,49202 $1Cy492 03090 Other HVAC Systems & Fqul pment 23-3336.10-4010 MTECH HVAC Pre poral - TSA LOQ Is 116,45497 SIIEy455 04010Sprinklem 21-13-16.50-3740 Fim Sp rin klers- TSA Ama LOQ Isum 18,099.98 $18,100 85020 L1gtltl ng& &a nch Wlrl rg 26-51-13.50-9015 Lig ht i ng, Cont rod&Branch Win ng LOQ Isum 95,GELR1 S95,G81 85080 Cam m u nlcatlans & Secu rity 27-54-13.50-0010 Cc mmun.& Sec u rity, AV, DAS, CCN, AC5, PA Race ys0nly LOQ Isum 32,019.00 $32,019 05090Other Electrlcal Se rvlces fDe me, to mpo rary, branch power, ma han kal cc n recbe ns, b ui Id i ng cc nnect ims, food serwte, 26-32-13.16-2400 fi re ala nn, l g ht n ing p mtat o nl LOQ Isum 216,938.03 $21Ey938 F2010 Bulldlrg Elements Demalltlon 0231-16.13-0080 De me I Mere r Part dims near TSA (431If1 4,310.00 sf 202 $8,727 0231-16.13-OWD Demo Ceiling /Tie Into Existing Building 1,000.00 sf 5.06 $5,063 09-05-05.10-1200 Cei Ii ng De me rear TSA -ACT 3$91.00 sf 051 $1,818 09-05-05.20-0560 Flm ring Demo Near TSA - Carpet 3$91.00 sf 051 $1,$19 09-05-0520-0560 Flm ring Demo at TSA area - Carpet 3,700.00 sf 051 $1,873 B TSA Fin ishes & M E P Subtotal 6,913.00 GSF 130A9 $889012 C Concessions Finishes & MEP 01010 Pa rtltlo n . 09-22-16.13-2825 Metal Studs and D rywaM-13'-Cetesaiws 3]92.00 sf 1300 $42,796 C1A20Inter lar Boors (A-33-16.10-0300 Bar Co i Ii ng Door 1.00 opng 5,00000 $5,000 (A-33-16.10-0300 Retail Coil ing Doo r 1.00 opng 8,00000 $8,000 C 3010 Wall Flnlshes 09-30-1310-1300 Base - Tile fB-2I 70.00 If 1EAn $1,121 09-30-1310-5820 Tile 24" x 48 " fWF-2I 280.00 sf 26.98 $7,555 09-30-16.10-0100 Base -8" Quarry T ile Cove Base fB-5I 182.00 If 15.00 $2,730 09465-1313-1110 Base - Ru b berf&ll tslcm If 299 $581 09-77-3310-0030 Full Height FRP fWF-5I 1,820.00 sf 5.51 $111024 09464-1310- 1000 Fab rk Wrapped Acousti al Panels fWFlI Material 420.00 sf 5.51 $2,314 09464-1310-1000 Fab rk Wrap ped Acousti a l Panels fWFll -Labe r Al lowance 420.00 sf 8.81 SA701 Page 4 HENSEL PHELPS ECAT Concourse Expansion Plan. 31i.c. Manage. HP Esti mate beta i l Back up Report - UNIFOR MAT Estimate: Master Eagle V27 - Revised GMP Estimator: Be ride, Kyle Status: Active Report date: 8/24/2017 Job Sixe: 55,437 gsf 2:18A9 PM Owner: ECAT Rev sign: 02 Tata I Description Quantity llnitcost Amount 09-91-2-172-0890 Pai nted Walls 2,388.00 sf 110 $2,631 03000 Flaar FinlglnCvy 03-3543 10-0410 Po lished Cc n -t. Floors 1,458.00 sf 5.19 $7,561 0i-3543 10-0410 Floor Protection 1EA69.00 sf 104 $16,671 07-19-1410-0020 Sealed Cc. rete 231.00 sf 111 $256 09-30.1110-3000 T ile Crac k Iso lat o n mem h rane 1,251.00 sf 350 $4374 09-30.1110-3000 Tile Floors -Quarry Ti le 8'M 1,251.00 sf 1299 $16,248 03030 Ceiling Finishes 09-54-26.10-1000 Suspended Wood Cei Ii ng fCLG-lj 873.00 sf 28.00 $24444 09-91-23.72-000 ACT 2'%4'Cei Ii ng - Washab le fCLG-5j 1,251.00 sf 6.00 $7,506 02090Other Pi u m hang Systems 22-05-7620-0240 MTECH P Iu m h ing Pro posal- Kitchen 100 Is 17,506.01 $17,506 03090 Other HVAC Systems & Fqul pment 23-3346.10-4010 MTECH HVAC Pro posal- Kitchen 100 Is 118,237.00 $118,237 04010Sprinklem 21-13-16.50-3740 Fire Sp rin klem-Concessions 100 Isum 7,70000 $7,700 D5020 Llghtl ng& &a nch Wlrl ng 26-51-13.50-9015 Lig ht i ng, Cont rol&Branch Win ng 100 Isum 23,03198 $23,012 051130 Cam m u nlcatlans & Secu nity 27-54-13.50-0010 Cc mm u n. & Sec u rity, AV, OAS, CCTV, AC5, PA Raceways O my 100 Isum 12,38100 $12,383 05090Other IFlectrlral Sen elces foe mo, to mpo rary, b ra nc h power, -han hal cc n nectic ns, h ui Id i ng cc nnec ions, food service, 26-32-1116-2400 fi re ala nn, l g ht n ing p retest o nj 1.00 Isum 106,28199 $106,284 C Concessions Finishes & MEP Subtotal 3,245.00 GSF 13826 $444654 D Passenger Boarding Bridges 04010Sprinklers 21-13-16.50-3740 Fire Sp rin klers- let Bridge Dry System LOD lsam 17,801100 $17,800 05030 Cam m u nlcatlans &Sew nity 27-54-1150-0010 Cc mm u n.& Sec urity, AV, DAS, CCN, AC5, PA Raceways O my LOD lsam 16,37000 $16,370 27-54-13.50-0010 Low Vo Rage - Gates Funct ion 100 Isum 450,00000 $450000 D5L190Other Electrical Se mTm (De mo, to mpo rary, branch power, ma han hal cc n nectic ns, b ui Id i ng cc nnecions, food service, 26-32-13.16-2400 fi re ala nn, l g ht n ing p retest o nj 100 lsv 55,82098 $55,821 F 1010 Specia I St ructures 32-34-2010 - 0700 let Bridges - Gate 1 ea 32-34-2010- 0700 let Bridges - Gate 2 ea 32-34-2010- 0700 let Bridges - Gate 3 ea 32-34-2010- 0700 let Bridges - Gate 4 ea 32-34-2010-0700 Fixed let Walkway fWas 551Hj If 32-34-2010-0700 Ground Power Un it ea 32-34-2010-0700 M BA's fmn b ile bridge adapte rj ea 32-34-2010-0700 Preco rd iticn Ai r - Not Included ea 32-34-20.10-0700 GC to CM P-eng. r Beard ng Bridges 100 LS M,998.54 $59,999 D Passe nge r Boa rding Bridges S ubtot a 1 10.82 $599990 E Te mi pora ry Temp Fed Iltles 01-10-511,100- HP123D P reject Sign fNew Cc nst rmt ion&Phasi ngj 100 ea 415000 $4150 01-10-511,100- HP123D Dimc: ional/Warn ing Signs - Phas ing Sfruotu res - Allowance 100 ea 3,00000 SA000 01-10-511,100- HP123D Potable❑ d n king Wate r Coder- P hasi ng Strand u res 19.00 me 45.00 $855 01-10.50.00-HP123D Tem po rary Cc nst ruct o n Fe nc i ng/Silt Fencing 19.00 me 2,10000 $39,900 01-10.50.00-HP123D Barricades -Hauling 23.00 ea 75000 $17,250 01-10.50.00-HP123D Covered Wa lkways& Pedestrian Access f Dec ks As Req ui red j LF 01-10.5000-HP123D Handrails/Toe Boards/ Ope ni ng P rotectic n - New Bu i Id ing 100 ea 7,07000 $7,070 01-10-511,100- HP123D Safety Nets -New Building 10.00 ea 25000 $2,500 01-10-511,100- HP123D Temporary5tairs 100 ea Cp0000D $00000 01-10-511,100- HP123D Fire E#i ng uishers- Phas ing Sfructu res 29.00 ea 811,100 $2,320 01-10-511,100- HP123D De mo Decks &Ramps 3,000.00 SF 5.00 $15,000 01-10-511,100- HP123D Tem p Held me m Dec ks fi nc l ud i ng red j 3,00.00 SF 17.50 $52,500 01-10-511,100- HP123D Mix to bsde Signs 1.00 ea 5,00000 $5,000 01-10-511,100- HP123D Hau Ii ng to/fro m lob 100 ea 15,00000 $15,000 01-10-511,100- HP123D Tunnel Maintainace 456.00 HR 4485 $20451 01-10-511,100- HP123D Tunnel Material FOB- PTAC Units 11.00 EA 20,00000 $220000 01-10-511,100- HP123D Assemble Tunnel and remove 11.00 EA 400000 $44000 01-10-50.00-HP12M I me rho r Tu n rel Demo a rd Bui Ido ut 1,500.00 sf 211,100 $30000 11 Tem para ry P hasing Str uct ures Faulty 01-M-50.00-HP123D Temp St ruct ure- Mod u lar Rent (3 t rai le m 7.00 me 1,80000 $12,600 01-10.50.00-HP123D Concessions Trai le r(gk24)-Built Out w/ Kitohe n Eq u ip ment 100 ea 35,00000 $35,000 01-10.50.00-HP123D Concessions Te ntf40k60'j(Inc lud ing Heat i ng and Lighti ngj fNnt l ns ulatedj ea 01-10-511,100- HP123D Tent Sla b Conc rete CLIYD 01-10-511,100- HP123D Cc memion Tent Tab les&Chairs 100 ea 5,00000 $5,000 01-10-511,100- HP123D Temp A -Roads 100 ea Cp0000D $00000 01-10-511,100- HP123D De mo Cc n-io ns Te nt Slab sf 01-10-50.00 - H P 1230 Tent Sla b l ns ulat o n ea 01-10-50.00 - H P 1230 Temp St ruct ure - Mod u lar Set u p & Removal f3 T ra ilersj 100 ea 21,00000 $4000 12 Tem para ry Tal lets / Sa nita ry Sewer - P hasing Str uct ures 01-10-511,100- HP123D Tem po rary Td lets - Mad u b r-Women's &Men's 7.00 me 2,10000 $14700 01-10.50.00-HP123D Tem po rary Td lets -Madebr-Men's me 01-10.50.00-HP123D Tem po rary Td lets - Water Sapp.ly fw/ Phas ing Sfructu res Water Cast] 100 ea 01-10.50.00-HP1230 Tem po rary TdIMS - Sewer Me -In 100 ea 37,74400 $37,749 1 Temp I11111ties 01-51-1180-0360 Tem po rary Ele[trkAl Servile/Distribution - NEW BU I LDI NG 100 LS 14,00000 $14000 Tem po rary E led rical Servile / Dist rib utic n - Phas ing Structures - 3 Held Roo m t ra iler, 01-51-1180-0360 Cc memion frai le r, temp bat hme m, ext to n rel and i nt t un rel 100 LS 114,137.00 $114137 01-51-1180-0360 Tempo rary E lec rival Lighti ng -N EW BU I LDI NG 100 LS 33,00000 $33,000 01-51-1180-0360 Tem po rary E lec rival Special Syste ms- P hosing St ruct ures 100 LS 10,00000 $100000 01-51-1180-0360 Tem po rary Wate r Service/Dkfri but on - New Buildi ng 100 ea 9,986.00 $9,986 Page 5 HENSEL PHELPS ECAT Concourse Expansion Plan. 31i.c. Manage. HP Esti mate Deta i l Back up Report - UNIFOR MAT Estimate: Master Eagle V27 - Revised GMP Estimator: BOMB, Kyle Status: Active Report date: 8/24/2017 Job Sixe: 55,437 gsf 2:18A9 PM Owner: ECAT Rev Bion: 02 Total Description Quantity Unitcost Amount 01-51-1381)-0360 Tem po rary Wate r Servile/Dktri but io n- Phasing Structures 1.00 ea 15,00000 $15,000 01-51-1381)-0360 Tem po rary Gas Servile/Distribution - New Bu ildng L00 ea 25,14LO0 $25,141 01-51-1381)-0360 Tem po rary Gas Servile/Distribution - Phas ing Structures LOO ea KClea n-Up 01-51-1381)-0360 Wee kly Clean-Up 1,401).01) MH 57.01) $7$800 01-51-13.80-0360 Dumpster&Dump Fees 585.01) ea 71501) $418,275 01-51-13.80-0360 FOD 1,350.01) hr 3001) $41)500 L Weather Protection / Temp Heat 01-51-1381)-0360 Tem po rary Heat ing Eq ui p me nt - New Bu i Id ing LOO LS 41),00001) $41)000 O1-56-1390-0100 Tem po rary EM los ures for New Bu i Id ing 7,801).01) sf 325 $25,351 Tem po rary Heat ing Eq ui p me nt to r P hasi ng St ruct u ms -Cc ncessic ns Te nt On ly f Mod u la rs O1-56-1390- 0100 1 not uded wit h a hove I ea 01-56-13.90-0100 Snow Removal 6.00 me 410000 $24,600 M ❑n-Slte Fqul pmem / Hoisting 01-56-13.90-0100 Tem p Use of Elevate r 400 MCI 10,20000 $40,800 5 011, r Costs 01-56-1390-0100 Relocate/P mvideConcemm ns Bar -w/ Cc ncessic ns Tra ile r LOO ea 01-56-1390-0100 Relocate/P mvide Concemm ns FF&E- w/ Cc messions Te nt LOO ea 01-56-1390-0100 Permit Fees LOO ea 1,90000 $1,500 01-56-1390-0100 Sc hed u le Acceleration to meet 22 months LOO Isum M,00000 $131)000 E Temporary Subtotal 31.19 $1,729134 5 Sitewvrk D4010 S p ri nkle m 21-13-1650-3740 Fim Sp rin klers- Site fCon rat to exist i ng FDC Line Be low G rade] LOO Isum 11,799.98 $11,800 21-13-16.50-3740 Fim Sp rin kler -Bo nd Cost LOO Isum 480001 $48M G 1020 Slte Demo Iltlo n & Relocations 0231-13.17-5050 Site - DemoCc nc beyo nd Exkti ng Bu i Id ing -12"Cc nc&49"Base 5,213.00 sf 401 $21)920 0231-1317-5050 Site - DemoCc nc beyo nd Exkti ng Bu i Id ing -12"Cc nc&49"Base -Not Shown 23,730.00 sf 401 S95,229 0231-1317-5050 Re move Exist ing Se ped Cu rb/ Retai ni ng wail 204.00 sf 502 $1,023 0231-1317-5050 Site - Saw Cut T m nch To East Ge ne rator f180LF1 360.00 sf 1505 $5,418 0231-1317-5050 T1211 B- Keep east ing site cc nomte near a levators -Not de mo 12"conc f11,400A01 sf 401 f$45,7481 0231-1317-5050 T1211 B- Kee p east ing site cc n to near a levators- saw c ut to u ndatiaY6 1,000.00 sf 500 $5,000 0231-1360-1700 De mo East ing Sec u rity Fe nce 95.00 11 1003 SR53 0231-19.19-0164 Dust Co nt m l fFODj LOO LS 120,40363 $121)404 32-17-2313-0730 De mole[ Stri ping 3,855.00 11 025 $962 G 103051te Earthwork 31-23-16.46-2210 I m po rt U nder Level l New Sla b to Fit l Above Existing Grade &C:rmpart 850.00 ty 7023 $59,700 31-23-1646-2210 Exavate to r Retain i ng Wal l 120.00 ty 5017 %020 31-23-1646-2210 12" Scarit icat o n u nder s pot foot ings 6,600.00 sf 201 $13,244 31-23-1646-2210 Bu ild ing Exravat o n fro m Cc m rete LOO Is 100,33638 $101)336 31-23-1646-2210 Exavat on for relocated light pole bases 300 ea 1,00336 $3,010 31-23-1646-2210 12" Scarit icat o n u nder site conc rete 31,388.00 sf L51 $47,247 31-23-1646-2210 T1211 B- Keep east ing site cc nomte near a levators -Less im port %Wt rail Required (422.00] ty 7023 f$29,6391 31-25-1310-1000 Cc mb-uctic n Ent ra me 4.00 ea 401346 $1G054 31-25-1310- 1000 Erosion Control Maintenance 1.00 Isum 10,03365 $11)034 62010 Roadways 32-06-1010-04M 12" Cc m rete Ap re n Paving 16,763.00 sf 18.50 $311)116 32-06-1010-0400 12" Cc m rete Ap re n Paving -Not Shown 1AA25.00 sf 18.50 $271)563 32-06-1010-0400 12" Co. rete Ap m n Paving -Rep lace Saw Cut to East Generate r f180 LFI 360.00 sf 3000 $11)800 32-06-10.10-0400 TEf225-8"CDOT Paving ILO 12" FM Paving at a 11 site ce nc mte f31,38&001 sf 500 f$156,9431 32-06-10.10-0520 49" Gravel Base to r Ap m n Paving 233.00 ty 5000 $11,650 32-06-10.10-0520 49" Gravel Base to r Ap m n Paving -Not Shown 20T.O0 ty 5000 $11)150 32-11-2323-6000 Stab it aat o n Fab ric 31,388.00 sf 015 $4,708 32-16-1313-0300 18"Cush 273.00 If 18.00 $4,914 32-16-1313 - 0300 12" wide x 18" T Cu R3 next to Buildi ngf Note 16 on drawi rgsl 463.00 If 5000 $23,150 32-17-2313-0730 let Strip i ng 5,768.00 If 200 $11,536 G2040 site De iopmerd 26-56-13.10-6470 Light Pole Bases 300 ea 70000 $2,100 32-17-1313-1300 Furnish Be l lards 59.00 ea 678.25 $41)017 32-17-1326-1400 6"Bdla sInstall 59.00 ea 15000 $8,850 32-31-1353-0100 13'Ta 11 Secu rity Fence 1[@.00 If 8027 $8,027 32-32-1310-2000 5'Tall Retaining Wall 300.00 SF 8027 $2401131 63010 Water Supply 33-11-1315-3060 Re locate Wate rli ne Amu me 6" 100.00 If 5017 $5,017 33-11-1315-3060 6" Ire n Waterl ine to t he Wate r Ent ry Room 30.00 If 8027 $2,408 63030Stonn Sewer 33-31-13.13-2030 Re locate Sandy Sewer-Assume 1' 1[@.00 If 12041 $12,041 63040 Heat I ng Oast rihutio n 33-51-13.20-4240 Re locate Gas Li ne-Amu me 6" 1[@.00 If 6021 $Cp021 64020 Slte Llglting 26-51-1350-9015 Lig ht i ng, Cont rd&Branch Win ng - Site LOD Isum 40,33202 $40,332 S S itework S ubtota 1 19.78 $1,06,304 Subtotal $20,624,593 Markups General Cc ndit o ns 22mo LSUM $2,524581 Cc nt ratio rs Bonds $214694 Builders Risk $5Ey6D3 General Liab i1 ity Imsuranie $179,022 Bidd ing & Co nst"tew Reserve $1,031,230 Contractor's Fee $1,477,603 Design NTP41- LSUM $985,351 Design NTP42 - LSUM $1,511,659 Design CA HTP113 - LSU M $603,500 Page 6 HENSEL PHELPS Plan. 3ji.c. Manage. Estimator: Bo ride, Kyle Status: Active Job Site: 55,637 gsf Owner: ECAT ECAT Concourse Expansion HP Estimate Detail Backup Report- UNIFOR MAT Estimate: Master Eagle V27 - Revised GMP Report date: 8/24/2017 2:18A9 PM Rev sign: 02 Description Quantity Tata I Unitcost Amount A01 Phase 1 Erni ron mental Rept $5,000 A@ Sewer Pe unit Tap $92,000 A03 Building Permits $335,000 A06 3 rd Party Testing $67,880 WS Builders Risk w/above ME ECAT New Bld Move $5,000 A07 A irli ne Move Te mp/New %000 ACE TSA Move Temp/New $115,000 A09 Vendor Move Temp/New $5,000 AM Cc ncessio n Seats & C harge $10$890 All Gate C ha k -i n Des ks $177,000 Al2 Ba r Mi Ilwork & Cc u me m $54000 A13 Wayf ind ing Signage $84000 A14 Kitchen Equipment $232,000 A16 Owne r Cont inge ncy $210230 All Passenge r Boarding Budge $2,204000 Prem n Costs 11/2016- 9/2017 $185,000 Total Markup5l $12,405,242 E 5TIMATE TOTAL $33,029,836 P:„c 7 Eagle Airport GMP Proposal EXHIBIT 5.04B Bid Package Estimate Detail HENSEL PHELPS August 18, 2017 Plan. Build. Manage. PEI HENSEL PHELPS ECAT Concourse Expansion Plan. Build. Manage. HP Est imate Deta i l Back up Re port - B I D PACKAG E D ETAIL Esti mate: Maste r Eagle V27 - Revised G M P Estimator: Bonde, Kyle Status: Active Repo rt date: 8/24/2017 Joh 5 Qe: 55,437 gsf 211914B P M Owner: ECAT Revision: 02 Total 0escri ion Quantity Unit cost Amount A Concourse Expansion 0.0122 PIumhing 22-05-7620.0240 MTECH P lu m hi ng P ropasal - Base 1-01) IS 670,457.@ $670,457 22-05.7620.0240 Alternate Bathroom Fixtures 11.00] IS 9,091.1a 0.01523 HVAC 23-33-46.10.40IC MTECH HVAC P roposal - Base 1-01) IS 2,141,474.00 $2,141,474 23-33-46.10.40IC MTECH HVAC Proposal -Te-i n of EAstl ng Systems 1-01) IS 152,777.98 $152,77$ 23-33-46.10 - 40 IC MTECH HVAC P roposal -Bond 1-01) IS 35,176.01 $35,1% 233346.10-40IC TE42. 16 - Remove 3k SF- HVAC&Plumbing 13,000.00]GS4! 5.00 1515,000] 233346.10-40IC TEp2117A- Save existi ng S la b- Sawcut and Stockpile lA It 2j 1-01) lsum 29,412.00 $29,412 233346.10-40IC TE42.19-MN FG Fin Tube 1-01) lsum 36,684-98 $36,685 2333-46.10-40IC TE42-01- West ge nerator to re mai n -Re move Plu m bi ng 11.00]lsum 4,237.00 [$4,237] 23-33-46.1..401[1 TE42-01- West ge nerator to re mai n -Mods to E3dia ust 1-01) lsum 19,999.99 $2f1,cm 0.02 2fi Electrical 2624-13.30.2000 Generator, EM Dist ributlon, UPS& Dktri buten 1-00 Isum 839,391-98 $839,392 26-24-13.3.-2000 TE42. 16 - Remove 3k SF- Electrical 13,000.00]GS4! 5-00 1515,000] 26-24-1330-2000 TEp2.02A- Save existi ng S la b- Cred it wa Ike r d uct 1-00 Isum 142,000.00] 1542,000] 26-24-13.30-2000 TEp2.01- West . ge nerator to re mai n- Re move Electrical Costs 11.00] Isum 2D6,060-8 {$206,061] 26-24-1330-2000 TE223-Refeed gate 3 with norma l power l LO a mergency-VE option 11.00]lsum 17,97336 1517,943] 26-24-13.30.2000 Encore Cuts on P hone cal 18/12/2017 1-00 Isum 120(1,000.00] {5200,000] 2624.1130.2000 Encore P&P Bonds 1-m kum 37,999-6d $35,00. (De me, tem para ry, bra nch power, mechanical con nectivns, building Corrections, food 26-12-1116- 2400 ire, fi re alarm, lightning protection j 1-01) lsum 559,860-RS $5,80. 26-12-1116- 2400 New Bu i Id i ng Temp Lighti ng- Move to Tem p Sector 1-01) lsum 133,000.00] 1$33,000] 2632.1116.2400 New Bu i Id i ng Tem p Power- Move to Tem p Sector 1-01) lsum 114,000.00] 1$14,000] 2651.13.50.9015 Lighting, Control & Branch Wiring 1-01) lsum 727,737.98 5727,736 27-54-13.50.0010 Com m u n. & Secu rity, AV, )AS, CCTV, RCS, PA Raceways On ly 1-01) lsum 191,342.00 $191,342 0.0321 Fire ProlecGon 21-1316.5.-3740 Demo and Make Safe 1-01) lsum 1[1,20(1.@ 510,200 21-1316.50.3740 Manual Wet Sta nd pipe 1-01) lsum 72,400A1 $72,400 21.1316.5.-3740 Level l Spri n kem 1-01) lsum 172,299-97 $172,300 21.13-1650.3740 Leve 12 Spri n ke rs 1-01) lsum 164,200-@ $164,200 21.13.1650.3740 Add Fire Protection Pressure Reducing Va bre Amem bly (AJ Iowa ncej 1.00 lsum 16,500-03 516,SOD 21-1316.50-3740 TE42. 16 - Remove 3k SF - Fire Protection 13,000.00]gsf 2-06 1$5,999] 1.0131 Foundation Sup port System 31-6329.13-0065 Rammed Aggregate Piers 1-01) IS ffi,999.92 $90,000 31-6329.13-0065 Geotech Report 1-01) IS 6,000.08 $6,000 31-6329.13-0065 TE42.04-Add Micropiles 1-01) IS 499,999.89 $506,006 31-6329.13-0065 TE42.04- Delete rammed agg piers 1-01) IS 190,000.00] 1$90,000] 1.02 14 Elevators & Escalators 14-24-13.10-2050 Hydraulic passenger Elevator 2-01) ea 100,57&94 $201,158 14-31-1..1.- 1120 Escalators, enameled steel, 48"wide x 15'f lour to lour height 2-01) ea 144,421-07 $286,842 1.04 Furniture 12-5633.1.-1150 Hold roam -Seats 492.00 ea 425.00 $209,100 12-5633.10.1150 Hold roam - Casual Seat 80.00 ea 1,500.00 $1"eaco0 12-5633.10.1150 Hold roam - Coffee Table 20.06 ea 500.00 $10,000 12-5633.10-SISO Hold roam- 8'Com m u nal Table 4.00 ea 8,000.00 $32,000 12-5633.10-1150 Hold room- 12'Com m u na l Ta be 1.00 ea 1[1,000.00 $10,000 12-5633.10-1150 Hold room- Stools 44.00 ea 450.00 $19,800 12-5633.10-1150 Adjustfrom Sub lmput 1.00 Is 36,774-00 $36,774 2.0102 Demolition - Building 02-41-16.13-0080 Building Dema 21,274.00 sf 12-15 $258,514 .2-41-1613.0080 Se ect Roof Dema for Existing Stand i ng Sea m 1,550.00 sf 6A8 59,418 02-41-1&n-(1080 Remove Sta irs and Associated Concrete 1,500-01) sf 6A8 59,114 02.41.1617.0440 Remove exkti ng bu ild ing 6"SDG 21,274-01) sf 2-01 $43,0&5 02.41.1617.0440 TEp2117A- Save existi ng S la b- Portion not demo 111,400.00] sf 2-01 {$23,088] 02.41.1617-1140 Foundation Re moral 1,300-01) If 4051 $52,663 02.41.16.17-1140 TEVI-02A- Save existi ng Slab-Portion not demo 1640.00jV 4051 {$25,926] 12-05-05.10-5200 Sele(dve demolition, fixed seating, per seat, Stare for Owner 650-01) ea 12-16 $7,907 2.02 31 Site Demo, Earthwork, QMYitie5, and Site knp mvements 0305-1325-1.50 4" Gravel Base Unde lb, 250-01) cy 10034 $26,087 .305.1125-1050 TE42-07A- Save exist i ng S la b- Portion of grave l (239.00j cy 10034 ($13,9471 31-22-16.10-1101) Over Excavate 3' u nders la b a nd bri ng in se ect fi 11 2,700-01) cy 80-27 $216,726 31-22-16.10-1100 TE42-.2A-Save existing Slab- Portion of se ect fi 11 (1,267.00] Cy 80-27 ($101,701) 2.03 03 Tu r nkey Co nc rete 0311-13.50-0100 Contin uous Footi ng V-8"x 1'D 668.00 h1ft 85-00 $66,780 1)3.11.1150-0100 8"Stem Wal 1-3'Tal1 2,535.00 sf 30.00 0311-13.50-0100 Spread Footings-F4x4 4.00 ea 76006 $3,040 0311-13.50-0100 Spread Footings-F5x5 4.00 ea 1,125-OS $4,50. 0311-13.50-0100 Spread Foot ings-F6e6 14.00 ea 1,620.00 $22,68. 03.11.1150.0100 Spread Foot ings-F7x7 7-06 ea 2,230.00 $15,610 03.11.1150.0100 Spread Foot ings-F8x8 9-06 ea 2,850.00 03.11.1150-.100 Spread Foot ings-F9x9 3-06 ea 3,800.00 $11,400 03.11.1150.0100 Spread Footings -FIGx6 12.00 ea 2,600.00 $31,200 03.11.1150.0100 Spread Footings-F8x8-ABB 4.00 ea 4,500.00 $18,000 03.11.1150.0300 Tie Bea ms 4' Wide 22.00 Inft 300.00 $6,600 03.11.1150.0300 Tie Bea ms 2' Wide 40.00 Inft 85.00 $3,400 03.11.1150.0100 Fixed Walkway Fou ndatens-F6x6 3.00 ea 1,620.00 $4,860 03.11.1150.0100 Extend 8"Stem wall- Add itional 2'400LN FT 800-06 sf 30.00 $24,000 03.11.1150.0100 TEp2114- Remove a 11 s pread foot ings exce pt for P BB 1-01) IS 1114,080.00] 1$114,080] 03.11.1150.0100 TEp2114- Remove all tie bea ms 1-01) IS 110,000.00] 151[1,000] 1)3.11.1150.0100 TEp2114- Add tie Beams for M lcroP iles 120-01) If 300-01) $36,000 03.11.1150.0100 TEp2114-Add Pier Caps 4'Th kk 379-01) sf 92-01) $34,868 03.11.1150.0300 TE42.16 - Remove 5' f rom BLD- De ete SOLF of Sten Walls 1150.00] sf 3.-01) 1$4,500] 03.11.1165.4000 Slab Diamonds 75-01) ea 180-01) $14,2if1 Page 1 PEI HENSEL PHELPS ECAT Concourse Expansion Plan. Build. Manage. HP Est innate Deta i l Back up Re po rt- BI❑PACKAGE❑ETAIL Esti mate: Maste r Eagle V27 - Revised G M P Estimator: Bonde, Kyle Status: Active Repo rt date: 8/24/2017 Jo 6 5 Qe: 55,437 gsf 211914B P M Owner: ECAT Revision: 02 Total Description Quantity Unit cost Amount 03.11.13-85.2656 Elevator Matt Slab 1' Thid, 250.00 sf 40-06 $1O,000 03.11.1185.2050 Escalator Matt S la h l'Th ick 160.00 sf 40-06 $6,400 03.11.1185.2450 Elevator P it Wal is B"Thick 310.00 sf 32-01) %,920 03.11.1185.2450 Escalator Walls 8"thick (with stem wal Ij sf 03-11-13.85-245) P 666' DIA Concrete Pedestals 4.00 ea 7,000-06 $28,000 03-11-13.85-2450 3' DLA Col u m n Concrete E ncaseme nt at tugs 24.00 ea 750-06 $18,000 03-11-13.85-2450 -1'DLA Col umn Concrete E ncaseme nt at fixed bridge 3.00 ea 750-06 $2,250 03-11-13.85-2450 3' Ta 113' DIA Cvlu m n's above Footi ng 3&00 ea 750-06 $28,500 0330-53.40-6850 Concrete in Stair Pans- Stairl 14-00 VLF 71-43 $1,000 033&53.40-7075 Housekeeping Pads 500-06 sf 8-00 $4,000 0331-Dam.0155 5"Sla b on Grade 21,688-00 sf &00 $173,500 0331.OS35. 0155 TEp2.16 - Remove 3k sf - Remove SDG [1,000.00] sf &00 [58,000] 0331.OS35. 0155 TEp2112A- Save ebsti ng S la b - New S lab portion not needed [8,400.00] sf &00 [$62,200] O331.OS35. 0155 TEp2112A- Save ebsti ng S la b- Te i nbo existing sfructu re (Dowel ar CI) 315-06 Inft 56-00 $15,750 0331-05.35.0180 6"SI. b on Metal Deck 35,000-06 sf 7-00 5245,000 0331-05.35.0180 TEp2.16-Remove 3k SF- Remove Metal Deck (2,000.00] sf 7-01) [$14,000] 03-62-13.50.0376 Grout, colu m base plate, non-shrink, non-metallic, 2" deep, average W-06 ea 80-01) $4,800 05-05-2105.0160 Anc hor Bolts- Install 60-01) set 56-06 $3,006 31-2316.46-2220 Building E-Lion to Earthwork, ind uded in fou nd ation ur4t rates 1-01) Is [80,000.00] po'(100j 2.0505 Sir uclu ra l a nd Misc. Steel 05-12-23.17 - 7500 Cvlu m ns (wide flange with base plate anchor halts & caps) 74-01) tars 1,950.00 $141,300 05-12-23.75.7925 Floor Beams 107.00 tan 3,600.00 $385,200 05-12-23.75.7925 Mis Metals 12.00 tan 3,600.00 $43,200 05-12-23.75-7925 Stee l Des g n Cam plehon A Iowa nce 50.00 tan 3,600.00 $180,000 05-12-23.75-7925 Tension Rods 1,150.00 Inft 200.00 $115,000 05-12-23.75 - 7925 Roof Ties @35' OE 22-01) ton 1,750.00 $38,500 05-12-23.75-7925 PiL/Ruof Ladder 4-01) ea 800.00 $3,200 05-12-23.75-7925 Te m pvrary Fa 11 P rotectbn 1-01) ea 21,000.00 $21,000 05-12-23.75.7925 Roof Beams 350-06 tan 3,600.00 $1,260,000 05-12-23.75.7925 TEp2.16-Remove 3k SF - Floor Beams [20.00]tan 3,600.00 [$72,000] 05-12-23.75.7925 TEp2.16-Remove 3k SF- Remove Roof Beams [48.00] ton 3,600.00 ($172,800) 05-12-23.75.7925 TEp2115- Remove tube steel f rom north eve detail {21.60]tan 3,935.00 {5&1,996] 05-12-23.75-7925 TE42.38- I ncreme Stee l Efficency- Remove Roof Ties 122.00]ton 1,750.00 [$38,500] 05-12-23.75-7925 TE42.38- I ncreme Stee l Efficiency - Remove portion of roof beams f52.00j ton 3,600.00 [$187,200] 05-12-23.75-7925 TE4221- Remove 40 psf live bad- Re move Pvrbvn of F lour Bea ms [14.00]ton 3,600.00 [$50,400] 05-35-13.50-5500 2"-16 Ga. Metal Deck 35,000-06 sf 5.00 $175,005 05-35-13.SO. 5500 2'- 18(3a. Metal Deck 30,452-06 sf 5.00 $152,264 OS•35.1350.5500 TEp2.16-Remove 3k SF- Remove Metal Deck [2,000.00] sf 5.00 [51[1,000] 05.35.1150.5500 TEp2.16 - Remove 3k SF - Remove Metal Deck [2,000.00] sf 5.00 [51[1,000] Os.s I-I9-50.0325 Stair 2-Meta l Pans 12.00 vN 500.00 $6,000 05-51-19.SO. 0325 Stair 3-Main Entry 12.00 vN 5,000.00 $60,000 05-51-19.50.0325 Stair 4-Meta l Pan 12.00 vN 550.00 $6,600 05-51-19.50.0325 Ships ladder 2.00 ea 4,950.01 %,900 05-51-19.50.0325 Stairs -Metal pan 5.00 vN 950.00 $4,750 05-51.19-SO.0325 Stair l - Metal Pans 15.00 vN 950.00 $14,250 05-51-19.50-0325 Stair 6-Meta l Pans 5.00 vN 950.00 $4,750 05-5313.50-0020 85'Tal l Medi Scree n Wa 11 13&00 R 255.00 $35,190 3.0107 Air Barrier and Insulation 0311-13.50-0100 Wate rproof Stem Wal l&Insulation 3,335.00 sf 4.00 $13,340 07-21-13.10-0390 Ceiling Ins u latbn above Tugs [Spray Foam] 14,721.00 sf 2.50 $36,806 07-21-13.10-0390 Wal 16ackup-2" Rigid l nsulativn 20,654-06 sf 250 $51,640 07-21-13.10-0390 TE42. 16 - Remove 3k SF- Remove CeiI ing ins l at Tugs [1,000.00]Sf 2.5) [$2,500] 07-21-13.10-0390 TE2 A3- Mod 4 CW to Storefront near elevators-add ins 175.00 sf 2.50 $438 07-27-26.10-0100 Vapor Ba rrbr Under Metal Deck of Roof 42,396.00 sf 250 $105,995 07-27-26.10-0100 Fluid Appl ed Vapor Barrier 20,654.00 sf 4-25 $87,782 07-27-26.10-0100 TE2 A3- Mod 4 CW to Storefront near elevators -Flu id Applied 175.00 sf 4-25 $744 07-95-13.50-2400 4" Expansion hint 448.00 If 200-00 $89,600 3.02 09 Orywal I and Re lated { Excl udi ng ACT) 01-54-23.70-0301 Scaffold for walls "60,654.00 sf 2-00 $41,308 05-41-13.30-6200 Wal 1lac ku p Drywall,Studs, Bat Insl, Ext De nse G lass for Bvnderimd -Ehl 10,062.00 sf 14-00 $140,88 OS•41.1130.6200 Wal 1 Backup Drywa11, Studs, Bat Inst, Ext Dense Glass for ACM - EA-2 2,273.00 sf 14-00 $31,822 OS•41.1130.6200 Fu rri ng for CMU-EA-3 4,576.00 sf 9-00 $41,185 OS•41.1130.6200 Wal 1 Backup Drywall, Studs, Bat Inst, Ext Dense Glass for Brick - EA4 1,706.00 sf 14-00 $23,884 OS•41.1130.6200 Wal 1 Backup Drywall, Studs, Bat Inst, Ext Dense Glass for Stone - EA-5 2,449-00 sf 14-00 $34,286 OS•41.1130.6200 I me rbr Ai r Ba rrer 21,066-01) sf 0-75 $15,755 05-41-13.30-6200 TEp2.16-RemoveA SF- Remove Wa 11 backu p Eh l (1'000.00] sf 14-00 [$14,000] 05-41-13.30-6200 TE2 A3- Mod 4 CW to Storefront near elevators -add fra m ing EAS 175.00 sf 14-00 $2,450 05-42-23.50-1220 Para pet F ram i ng, i nsl,cladding - Amu me 2'Tal 11307 lnftj 614.00 sf 56-00 $30,700 07.46.73.10-0500 Fra m ing Backu p for Snff its [821LF x2'Dee pj 1,642.00 sf 10.00 $16,4if1 O7.46.7310-0500 Svffitsfvr Ducts [55014x6'] 3,300.00 sf 15.00 $49,500 07.46.7110.0500 Fu r out Cvlu m ns for M EP 10.00 ea 1,200.00 $12,000 08.13.1113. 1800 Frame Install 51.00 ea 150.00 57,650 0322-16.13.2825 Metal Studs and Drywall- Interior 17,309-00 sf 13.00 $225,017 0322-16.13.2825 Shaftwall 2,711-01) sf 16.00 $43,376 0322-16.11.2825 Knee walls for mil huvrk 700-01) sf 13.00 %,100 0322-16.11.2825 l'ta 11 knee Wal is for f in to bes 310-01) R 20.00 $6,200 0322-16.11.2825 TEp2.16-Remove 3k SF- Remove Metal Studs a nd Drywall- interior [2'00(1.00] sf 13.00 [$26,000] 0322-16.11.2825 TEp2.19-MN FG Fin Tu be -Re move l'ta 11 knee wal is for f in to bes [31(1.00j if "6000 [$6,200] 0328-13.SO. 0160 Tie Backerboard 6,085-06 sf 1-99 $12,130 032310.10-0350 Gyp Boa rd CeiI ing (Cl-G-2 7,507-01) sf 6112 $45,156 032310.10-0350 Gyp Boa rd CeiI ing (Cl-G-2 [1,000.00]sf 6112 [$6,015] 3.0307 Metal Wall Panels 07-44-73.10-1300 Cladding-MP-2 Bence raed Meta l Pane l 10'(162-06 sf 3225 $324,200 07-44-73.10-361[1 Cladding-MP-3- A Iu. Cam P. Meta l Panel 2,866-01) sf 52-41 $150,207 07.447110.3010 Scaffolding 1-00 sf 75,81-8 $75,592 Page 2 PEI HENSEL PHELPS ECAT Concourse Expansion Plan. Build. Manage. HP Est imate Geta i l Back up Re port - B I PACKAG E ETAIL Esti mate: Maste r Eagle V27 - Revised G M P Estimator: Sonde, Kyle Status: Active Repo rt date: 8/24/2017 Jo 6 5 Qe: 55,437 gsf 211914B P M Owner: ECAT Revision: 02 Total Description OJ1arnity Unit cost Amount 07-4473.10.3010 TE2.03- Mod 4 CW to Storefront near elevators -Add MP-3 MLI P n I 175-01) sf 52.41 %,172 3,04 04 Maso n ry 0422-10.14-0450 Wall Backup-9'CMU•EA3 4,700-01) sf 27.9E $131,435 0422-10.14-0450 4" G rou nd Face CMU• EA-4 1,706-I1) sf 27.9E $47,708 0422-10.14-0450 TEp2.16-Reeve SF-9"CMU EA3 (30(1.00] sf 27.9E [$13,982] 04-41-10.10-0520 Fi replace Stone Wal l 91-01) sf 69.91 $6,362 04-41-10.10-0520 Stone Wal l at Elevaivrs 1,160-01) sf 114.85 $133,231 07-44-73.10-30111 Cladding -Stone at Elevator Wall -EAS 1,330-01) sf 79.90 $106,265 3.05 08 G lass, Glazing, a rad Cu rtainwal I OS-54-23.70-0301 Scaffold for wi ndows 7,429.00 sf 2.00 $14,858 05-7323.50-0700 Glass Handrail Near Esm latom 42" high 257.00 R 800.00 $205,600 08-1313.13-1800 Al u m in u m Storef rent Door- Single 2.00 ea 2,000.01 $4,000 08-41-26.10-1220 G lass Smoke Baffle(Escalatorj 1115.00 R 350.00 $36,750 08-41-26.10-1220 G lass Smoke Baffle(Sta irj 11.00 R 350.00 $3,850 08-41-26.10.1220 Glass ceil ing in Vesti hu le 80-01) R 36.00 $2,880 08-4313.20.1710 Storefront- G lass Sola rban 60 4,325-01) sf 78.00 $337,350 08-4313.20.1710 TE2 A3- Mod 4 CW to Storefront near elevators 1365-01) sf 78.00 $106,4711 08-44-1110.0150 Curtain Wall 3,104-01) sf 98.00 $304,192 08-44-1110.0150 TE2A3- Mod ify CW to Storefront near elevators (1,540.00] sf 98.00 [$150,920] 3.06 07 Rooi1 ng OS-542180.4300 Fall Protection Cable with stations 4' OC 120-01) ea 80.00 %,600 07.42.1110.0100 Stand i ng Sea m Roof ing/ Cove r Bea rd 32,808-21 sf 25-00 $8211,206 07.51.1120.0850 EP DM Roof ing / Cover Beard / 1130 incl 9,588.02 sf 16.00 $153,409 07.51.1120.0850 Accent Snff it Meta l Panel 1,602.00 sf 16.00 $25,632 07-51-13.50-0100 Ru bber Wal kpads 3' 180.00 Inft 15.00 $2,700 07-65-1010-0005 ParapeLCaps 245.00 Inft 20.00 $4,900 07-65-26.10-0020 Ice and Water sta nd ing Seam 32,808.21 sf 0.75 $24,601 07-71-23.30-0400 PJ u m in um Guttem&Downspouts 81.00 If 15.00 $1,260 07-71-23.30-0400 Heat Trace on Roof 804.00 If 15.00 $12,060 07-71-29.10-2500 Mix Flashings 112.00 If 1.00 $112 07-72-33.10-0500 Roof Hatches 2.00 ea 3,000.01 $6,000 07-72-33.10-0500 Snow Fence 1,114.00 If 15.00 $16,710 3.07 08 Odors Frames and Hardware 08-1313.13-1800 Exterior Door - Gates 5.00 ea 1,857-58 %,288 08-13.1113.1800 Exterior Doer- Single 6.00 ea 1,857-89 $11,146 08-13.1113. 1800 Deer U pgrades Budgett&ss, openers er[j 08-13.1113.1800 Single Deer -HMS 5.00 ea 1,547-98 $7,740 08-13.1113.1800 Single Deer- IM2 [Wood) 33.00 ea 2,063-98 $68,111 08-1313.13-1800 I nie rior Window Fra mes 2.00 ea 1,857-58 $3,715 4.0103 Po I ished Cmcrete 0335-43.10-04111 Polished Concrete Floors(F L-Ij 14,611-01) sf 5-19 $75,773 0335.4310-04111 TEp2.16-Remove 3k SF- Remove pol is hed enc floors (30(1.00] sf 5-19 ($2,593) 4.0209 Ti Ie 033&13.10-1300 Base -Ti le(B-2j 834-00 If 16-00 $13,341 033&13.10-1300 Base- Fin Tube Shroud(B,4j 310-01) R 4-00 $1,240 033&13.10-1300 Base -Ti le(B-3j 572-00 If 14-00 $8,008 033&13.10-1300 TE2.19-MNFG Ped isLal Base beard Base- Remove F in Tu be Sh mud (B-4 (31(1.00j if 4-00 [$1,240] 033&13.10-3000 Ti le Crack Isolation me m brane 2,246.00 sf 350 $7,852 033&13.10.3000 Ti le Floors l8"X.36"(FL-3j-Material A11-ce 2,246.00 sf 7-01) $15,726 033&13.10.3000 Ti le F hom 18'7L36"(FL-3j-Labor Al hwa nce 2,246.00 sf 15-01) $33,690 033&13.10.3000 Elevator Tile Flom- Mate ria l Al hwa nce 75.00 sf 7-01) $525 033&13.10.3000 Elevator Tile Fliers -La bar A11-ce 75.00 sf 350 $262 033&13.10.58211 Ti le 24"X48"{WF-2j 2,979.00 sf 26-98 $80,384 033&13.10.58211 Ti le Accent• Material Allowance 559.00 sf 15-01) $$384 033&13.10.58211 Ti le Accent• Labor PJ Iowa nce 559.00 sf 35p $1,954 033&13.10.5820 Ti le Wall {WF-3[- Male ria l Al Iowa nce 2,547.00 sf 7100 $17,831 033&13.10-5820 Ti le Wa 11[WF-3j-La bar Allowance 2,547.00 sf 3.50 $$9o3 4.03 09 Carpet & Access Floe ring 0365-13.13-11111 Base -Ru b1ber[B-1j 2,407.00 If 2.99 $7,205 0368-13.10-0210 Carpet Tile [FL-4j- Material A llwanm 24,255.00 sf 3.56 $86,275 0368-13.10-02111 Carpet Tile [FL-4j-Labor PJ hwa nce 24,255.00 sf 2.00 $48,518 0368-13.10-0210 TEp2.16-Remove 3k SF- Remove Carpet- Labor&Mayerail (1'00(1.00] sf 556 [$5,560) 4.04 09 Painting & Wall Covering &Sealed Co nc 05-12-23.75-7925 Pai nti ng of Mis Meta is 12-01) torr S50-79 $6,609 05-12-23.75-9040 Pai nti ng of Colu m ns 74-01) torn 1,432-OS $105,972 07-1319.10-00211 Sealed Concrete[FL-2j 5,39&00 sf 1-11 $5,988 07-1319.10-00211 TEp2.16-Remove 3k SF- Remove Sealed Concrete [1,500.00] sf 1-11 [$1,669] 0384-13.10-1000 Fa brk Wra pped Acoustical Pane is(WF-1j- Mate ria l 4,220-01) sf 551 $23,248 0384-13.10-1000 Fa brk Wra pped Acoustical Pane Is(WF-1j-La ber 4,220-00 sf &81 $37,189 0391-13.42-03111 Paint Stairs 63-01) uff 110-16 $6,940 0391.13.70 - 0190 Paints & Coatings, ext doors, f lush, both sides, roll & brush, primer 2 coats, exteier later 11-01) ea 22-05- $242 (19-9 (M30 Paint Frame 51-01) ea 82-62 $4,214 (19-9 0140 Paints & Coatings, int latex, teo voc doors, f lush, both sides, roll & brush, pri mer .2 coats 5-01) ea 2219 $110 0391.23.72.0840 Painted Walls 25,006-01) sf 1.111 $28,648 0391-23.72-0840 Pai nt Cei li ngs(CLG-2) 7,507-00 sf 1.111 $$270 0391-23.72-0840 TEp2.16-Remove 31, SF- Remove Pai nted Cei li ngs [1,500.00] sf 1.111 [51,652] 4.05 09 Acoustical & Special Ceilings 032310.10-0400 Exterior Ce it ing a have Tugs -CLG-6 14,721-01) sf 16-00 $235,535 032310.10-0400 TEp2.16-Remove 2k SF- Remove Ce it ing at Tugs -CLG-6 (1'00(1.00] sf 16-00 [$16,000] 0351-23.10-1130 ACT2x2(CLG-3j 1,92&00 sf 7-01 $13,525 0354-26.10-1000 Suspended Wood Cei ling(CLG-5-j 30,094-01) sf 29-00 $872,7211 0354-26.10-1000 TEp2.16-Remove 3k SF- Remove Sus pended Wood Cei l ing [500.00] sf 29-00 [$14,500] 035426.10-1000 TEp2.06f- Wood cei li ng eff kiency matera it or q uantity change [3,9E7.00j sf 29-00 {$115,(w) Page 3 PEI HENSEL PHELPS ECAT Concourse Expansion Plan. Build. Manage. HP Est imate Deta i l Back up Re port - B I PACKAG E ETAIL Esti mate: Maste r Eagle V27 - Revised G M P Estimator: Bonde, Kyle Status: Active Repo rt date: 8/24/2017 Joh 5 ee: 55,437 gsf 211914B P M Owner: ECAT Revision: 02 Total Description Quantity Unit cost Amount 4.06 06 Rough Carpentry IB 11-1[1.112-8115" "6 -"- In Wa Il Blocki ng&Backing 55,437-00 sf "-25 $13,848 4.0706 Mi11.rkand C -taps 0&52-10.65-1200 Window Sills and Apron at Storefront Window Above F in -Tu hes 310-01) R 7000 $21,700 0&52-10.65.1200 TEp2. 19 MN FG F in to be a nckm u re- Remove Wi ndow Si l is [310.001R 7000 ($21,7001 12-36-6117.0210 Solid Su rface Bath roam Cou me rEops 61.00 Inft 200-00 $12,200 12-36-6117.0210 U ndercuu me r Bradets 15.00 ea 80-00 $1,200 4.08 10 B u i I d i ng Specia hies 05-5321.50-2200 Recessed Stai n less Steel G rate N ea r Gate 6 1115-00 sf 100.00 $111,500 05-532150-2200 Recessed Stai n less Steel G rate at Gate I - Linear 30-00 sf 120.00 $3,600 0&13.1-113.1800 SingleDoor -HM3-1/4" SS P late (Come r G ua rd j 7-00 Ea 75.00 $525 10,I1.13.13.0500 Sol id Su rface Tai let Cam partme nts IS -00 ea 2,657.68 $66,442 10,I1-1119.1400 Urinal screens 6-01) ea 400-00 $2,400 1&1&1111.0440 Tai let accessories, d iape r cha ngi ng station, plastic, relcssed, with stai n less steel f la nge 5-00 ea 680-00 $3,000 SDI&1113.06111 Toilet Accessories, dispe nser un its, towel de penser& waste receptade, 22 gallon capacity 5.00 ea 450.00 $2,250 1112&1113.0900 Tai et Accessories, g rab bars, Ara ght, stai n less steel, 24"long 27.00 ea 50.00 $1,350 I&I&1113. 1120 Tai et accessares, grab bars, corner, stainless steel, 36" long 6-00 ea 120.00 $720 10,2&1111.230" Tai et Accessories, ha nd drye r, su rface mou nted, electric, 110 volt 20 am p 9-01) ea 700-00 $6,300 10,2&1111-noo Tai et Accessories, m i rror, 48"x24", with 5"sst she If&x314"square fra me 21-01) ea 300.00 $6,300 10,2&1113.4100 Tai et Accessories, map holde r strip, stai n less steel, 5 holder, 48" long 2-00 ea 1110.01 $200 10,2&1111.4220 Tai et accessares,napkin/ta m pan d ispe rise r, s u rface mount 2-00 ea 450.00 $900 10,2&1111.4250 Tai et Accessories, san itary napki n rece ptac e, recessed 18-00 ea 65.00 $1.170 10,2&1113.4300 Toilet Amessares, robe hook, regular, singe 27-00 ea 24.00 $648 10,2&1113.5000 Tai et Amessares, soap d is penser, su rface mou nt 17-00 ea 40-00 $680 10,2&1113.5600 Tai et Accessories, s hell, Ain less stele 116"%5" 27-00 ea 75-00 $2.025 10,I&1113.6000 Tai et Accessories, tai et seat coue r d ispe nse r, sta inless steel, su rface mou nt 27-0" ea 80-0" $2,160 1DI&1113.620" 7 jet Ao--egaies, toilet t>esue dispense r, Aa in less steel, su rface mou nted, dou ble roll 27-0" ea 40-0" $1,098 11144-1611. 1100 Fire extinguishers, dry cherni(2l, lomsurimc, standard type, porta be, painted, 20 Ib 5-00 ea 150-00 $75" 4.09 09 Fire place 04-57-10.10-0400 Fire Place 1-01) ea 34,999-99 $35,000 0457-10.10-0400 Fire Place Flue 23-00 vi 200-01) $4,600 4.10 12 Window Tmatme ris 12-24-13.10-0400 Mece Shades on SW Curtail Walls 385-00 sf 3&96 $15,000 4.1110 Cade Req Signage 1&14-23.13- 1250 Cade Req Signage 55,437-00 GSF GAS $8,306 4.1201 Final Clean 01-11160.00-HPS@5 Fi nal Clea n -Up Estimate - Bldg 55,437-00 sf 0-211 $11,087 4.13 07 Caulking & Water Repellent Coatings 07-92-10.10-1800 Joi nt Sealants - Eke ror Wal is 211,654-00 sf 1,00 $211,652 07-92-10.10- 1800 Joi nt Sealants - Glass 7,429-01) sf 1,00 $7,428 AConmurse Expansion Subtotal SS,437.O0 GSF 286.12 $15,851.,499 B TSA Finishes & MEP 0.0122 Plumbing 22-05.7620.0240 MTECH P lu m bi ng P roposal - TSA 1-01) a 16,492-02 $16,492 0.01523 HVAC 233346.10.40111 MTECH HVAC Proposal - TSA 1-01) Is 116,454-97 $116,455 0.02 26 Electrical (De me, tem para ry, branch power, ma hanical con nedions, bu i Id i ng con nedions, food 26.32.1116.240" ice, fi re alarm, lightning protectenj 1-01) [sum 216,93&0,3 $216,938 26-51-13.5"-9016 Lghti ng, Control &Bra ndi Wiring 1-0" [sum 95,681-"1 $95,681 27-54-13.50-0010 Com m u n. & Security, AV, )AS, CCTV, RCS, PA Raceways On ly 1-01) [sum 32,019-00 $32,019 0.0321 Fire Protection 21-1316.50-3740 Fire Sprin klers - TSA Area 1-01) [sum 18,099.98 $18,100 2.0102 Demolition - Building 02-41-1613-0080 Dema Inte nor Partitions nea r TSA [4311f1 4,310.00 sf 2112 $8,727 02-41-16.13-0080 Demo Cei li ng/ Te l nto Exeti ng Bu ild ing 1,000.00 sf 5.0E $5,063 0305-05.10-1200 Cei li ng Demo nea r TSA - ACT 3,591.00 sf 0.51 $1,818 0305-0520-0560 Flooring Demo Near TSA - Carpet 3,591.00 sf 0.51 $1,818 0305-0520-0560 Flooring Demo at TSA a rea- Carpet 3,7110.00 sf 0-51 $1,873 3.0209 Drywall and Related {Excl udi ng ACT) 0322-16.13-2825 Metal Studs and Drywall -12' -TSA Area 4,208-00 sf 13-00 $54,704 3.05 08 Glass, G [axing, a nd Cu rtainwal I 0&41-26.10-1220 G lass Divide r Wa 11 at TSA 1,224-01) sf 80-00 $97,9211 4.03 09 Carpet & Access Flooring 0365-13.13-1110 Base - Ru bber[8-11 399.00 If 2.99 $1,194 036&13.10-02111 Carpet T ile[FL-41- Material Allowance 6,533.00 sf 3.56 $23,275 09-6&13.10-02111 Carpet T ile(FL-41-La bar AllowarXA 6,533.00 sf 2100 $13,068 036313.10-0020 TEp2.02A- Save existi ng 5 lah- Appess Flooring &Ram Ping 5,30"-00 sf woo $95,400 4.44 09 P a i nti ng & Wa I I Covering & Sealed Co nc 0391-23.72-0840 Painted Walls[WF4j 3,3"2 -OD sf 1,10 $3,638 4.05 09 Am ustical & Special Ceilings 0351-23.10-1130 ACT 2x2 (CLE -3) 6,533-00 sf 7-01 $4s,828 4.08 10 Bu i Iding Spada hies 0&3316.10-0300 Security Coling Door 3-00 opng 13,00"-"1 $39,000 B TSA Finishes & MEP Subtotal 6,813.O0 GSF 13OA9 $889,012 CConcessions Finishes & MEP 0.0122 Plumbing Page 4 PEI HENSEL PHELPS ECAT Concourse Expansion Plan. Build. Manage. HP Est imate Geta i l Back up Re po rt- BI❑PACKAGE❑ETAIL Esti mate: Maste r Eagle V27 - Revised G M P Estimator: Bonde, Kyle Status: Active Repo rt date: 8/24/2017 Jo 6 S ee: 55,437 gsf 211914B P M Owner: ECAT Revision: 02 Total Description Quantity llnitoost Amount 22-057620-0240 MFECH P Iu m hi ng P roposal- Kitchen 0.01523 HVAC 23-33.9610.901[1 MtECH HVRCPmpvsal-Kitchen 0.02 26 Electrical (De me, tem para ry, branch power, mechanical can nectivns, hu i Id i ng can nedions, food 26.32.1316.2400 re, fi re alarm, lightning proterbonj 2651.1150.9015 Lighti ng, Control &Branch Wiring 27-5413.50.0010 Com m u n. & Security, AV, DAS, CCTV, RCS, PR Raceways Only 0.0321 Fire Protection 21-13-16.50-3740 Fire Sprin klem - Co regions 3.0209 Drywall and Related {Excl udi ng ACTI 0322-16.13-2825 Metal Studs and Drywall -13'-Concem ions 4.0103 Po I ished Concrete 033543.10-04IC Polished Concrete Floors 03-354110-04IC Floor Protection 4.0209 Ti Ie 0330-13.10.1300 Base - Ti le[B-2j 0330-13.10.3000 Tile Crack lsdation me m brane 0330-13.10.3000 Tile Floors -Quarry Ti le 8'7(8" 0331113.10.582f1 Ti Ie 24':48'(WF-2) 0330-16.10-0100 as Be -8" Qua rry Tile Cove Base (8-S) 4.93 09 Carpet & Access F loo r ing 0%513.13-1110 Base - Ru hher[B-Sj 4.44 09 P a i nti ng & Wa I I Coveri ng & Sealed Cc nc 07-1319.10-0020 Sealed Canoete 0377-33.10-0030 Fu l l Height FRP [WF -5 038413.10.1000 Fa brie Wra pped Acoustical Panels(WF-1)-material 038413.10.1000 Fa brir Wra pped Acoustical Panels(WF-1)-Labor Allowance 0391-23.72-0840 Painted Walls 4.05 09 Ara ust ical & Special Cei i ngs 035426.10 - 1000 Suspended Wood Ceiling (CLG-1) 0391-23.72-0840 ACT 2'X4'Ce it ing- WaslwWe(CLG-S) 4.08 10 B u i I d i ng Specialties 063316.10-0300 Bar Coiling Dear 063316.10-0300 Retail Coi ling Dear ttoncessions Finishes & MEP Subtotal D Passenger Boarding Bridges 0.02 26 Electrical 2632.1116.240D 27-54-13.50- 0010 0.025 26 Low Voltage / Special Systems 27-5413.50 - 00 IC 0.0321 Fire Protection 21-13-16.50- 3740 1.0313 Passenger Boa rdi ng Bridges 32-34-20.10- 0700 32-34-20.10- 0700 32-34-20.10- 0700 32-34-20.10- 0700 32-34-20.10- 0700 32-34-20.10- 0700 32-3420.10- 0700 32-34-20-10.0700 1.03X PBB CM 32-34-20.10- 0700 D Passenger Boarding Bridges Subtotal E Temporary 5.0 Temp Phasi rg 01-10-50.00 - H P 1230 01-10-50.00 - H P 1230 O 5-11150.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 O 5-11150.00 - H P 1230 O5-1&50.00- HP1230 01-11150.00 - H P 1230 O 5-11150.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01- 10-50.00 - H P 1230 01.10-50.00 - H P 1230 01.10-50.00 - H P 1230 O5-1&50.00- HP1230 01-10-50.00 - H P 1230 O 5-11150.00 - H P 1230 01.11150-00-HP1230 [De mo, tem para ry, bra nch power, mechanical can nections, hu i Id i ng can nedions, food re, fi re alarm, lightning protection I Com m u n. & Security, AV, DAS, CCTV, ACS, PR Raceways Only Low Voltage - Gates F unction Fine Sprin klem - Jet Bridge Dry syste m let Bridges - Gate 1 let Bridges - Gate 2 Jet Bridges - Gate 3 Jet Bridges - Gate 4 Fixed Jet Walkway {Was 5511 Ground Power Unit MBA's [mobile bridge ada pte rl P recond ition R it - Not I ncluded GC to CM Passenger Bearding Bridges P roject Sign [ New Construction & Phas ingl Directional / Wa rn ing Signs - P has ing Strudu res - A Iowa nce Pala ble Dri n king Wate r Cooler - P has ing Strudu res Te m porary Const ruction Fenc i ng / Si k Fenci ng Barricades - Hau I ing Covered Walkways & Pedestrian Access [Dells As Requ iredl Hand ra ils / Toe Baa rds / 0 pen i ng Protection - New B u ild i ng Safety Nets - N ew Building Te m porary Stai m Fi re Extingu ishe rs - P has ing Strudu res Dema Decks & Ramps Te m Hold roam Decks [i nd ud ing re 0 Mix Jobs Be Signs Hau I ing toff rom Joh Tunnel Ma inta inace Tunnel Material FOB- PTAC Units Asse m ble Tu n nel a nd re move Te m p Structu re - Mod u lar Rent [3 tra ilers I Concessions Tra filer (8'x24) - Bu i k 0 ut wf KBc hen Eq u i pment Concessions Te nt[40 x60'I [Including Heat ing and Light ingl (Not Insu latedj Tent Slab Concrete Concession Tent Tables & Chairs Temp Access Roads Dema Concessions Tent Slab Page 5 1.00 k 1-0D is 1-0D lsum 1-0D lsum 1-0D lsum 1-0D lsum 3,292-011 sf 1,45&00 sf 16,069-01) sf 70 -OD R 1,251-00 sf 1,251-00 sf 280-00 sf 182-0D R 194-0D R 231-00 sf 1,820-00 sf 420-0D sf 420-0D sf 2,38&00 sf 873 -OD sf 1,251.00 sf 1.00 opng 1.00 opng 3,245.00 GSF 1-00 lsum 1-00 lsum 1-m lsum 1-m lsum N 1.00 LS 1.00 ea 1.00 ea 19.00 ma 19.00 ma 23.00 ea LF 1.00 ea 10.00 ea 1.00 ea 29.00 ea 3,000.00 SF 3,000.00 SF 1 -OB ea 1.00 ea 456.00 HR 11.00 ER 11.00 ER 7.00 ma 1.00 ea CUYD 1.00 ea 1.00 ea sf 17,506.01 118,237.00 106,283.99 23,031.98 12,383.00 7,700-0D 13-0D 5-19 1-04 16-01 350 u-99 26-98 15-00 1.11 5.51 5.51 8.81 1 -lel 2&00 6-00 5,000.00 8,000.00 23926 55,820-96 16,370-00 450,00a-00 17,800-0D 59,998.54 10.82 4,150.00 3,000.00 45.00 2,100.00 750.00 7,070.00 250.00 6,000.00 80.00 5.00 17.50 5,000.00 15,000.00 44.85 20,000.00 4,000.00 1,800.00 35,000-00 5,000-00 6,000-00 $17,506 $118,237 $106,2&1 $23,032 512,383 $7,700 $42,796 $7,561 $16,671 $1,121 $9,374 $16,298 57,555 $2,730 $256 51[1,024 52,314 53,701 $2,631 $24,444 $7,506 $5,000 58,000 $448f44 559,999 $599,990 59,150 $3,000 $855 $39,900 $17,250 $7,07[1 $2,500 $6,000 52,32f1 $15,000 S52,500 $5,000 $15,000 $20,451 S220,000 S44,000 S12,600 $35,000 PEI HENSEL PHELPS ECAT Concourse Expansion Plan. Build. Manage. HP Est imate Deta i l Back up Re po rt- B I PACKAG E ETAIL Esti mate: Maste r Eagle V27 - Revised G M P Estimator: Bonde, Kyle Status: Active Report date: 8/24/2017 Jo 6 S ee: 55,437 gsf 211914B P M Owner: ECAT Revision: 02 Total Descri ion Quantity Unitcnst Amount O1.10,5(1.00-HP1230 Te nt Slat, l nsu la[ivn Ea 01.10,50.00-HP1230 Te m p Struct u re -Mod u lar SetupRe moval(3 Tra ilersj 1-01) Ea 21,000-01) $21,000 01.10,50.00-HP1230 Te m porary Tui lets - Mod ular - Women's &Men's 7-01) mo 2,1(10-00 $14,700 01.10,50.00-HP1230 Te m porary Tui lets- Modular -Men's mo (11-10,50.00-HP1230 Te m porary Tei lets -Water Su pply[w/ P hasi ng Structu res Water Cas[] 1-00 ea OS-10-50.00-HP1230 Te m perary Tei lets - Seine r Te-In 1.00 ea 37,799-00 $37,799 (11-10-50.00-HP1230 I me her Tu n re l Deme and Bu ildeut 1,500.00 sf 2f1-OD $30,000 OS-51-13.80-0360 Te m porary Electrical Service/DiAributien -NEW BUILDING 1-01) LS 19,000-00 $19,000 Te m porary Eler[rica I Service / Dist ri butien - P hasi ng Struetu res - 3 Hold Roam t rai a r, 01-51-13.80-0360 Concession trai a r, temp hath roam, ext. to n rel a nd i nt turvrd 1.00 LS 114,137.00 $119,137 01-51-13.80-0360 Te m porary Electrical Lighting-NEW BUILDING 1.00 Ls 33,000.00 $33,000 01-51-13.80-0360 Te m porary Elec[rea l Special Systems- P has ing Structu res 1.00 Ls 1[10,000.00 $100,000 01-51-13.80-0360 Te m porary Wale r Se wire/Distribution - New Bu i Id i ng 1.00 ea 9,986.00 %,586 01-51-13.80-0360 Te m porary Wale r Se wire/Dict ribut en- P has ing Structu res 1.00 ea 15,000.00 $15,(1(10 01-51-13.80-0360 Te m porary Gas Service/Distribution - New Bu i Id i ng 1.00 ea 25,141.00 $25,191 01-51-13.80-0360 Te m porary Gas Service/Distribution - P has ing St ructu res 1.00 ea 01-51-13.80-0360 Wee kly Clean-Up 1,900.00 MH 57-00 $79,800 01-51-13.80-0360 Dumpster&Dump Fees 585.00 ea 715.00 $918,275 01-51-13.80-0360 FOD 1,350-00 lir 30.00 $90,500 01-51-13.80-0360 Temporary Heating Equipment - New Building 1-01) LS 40,000.00 $90,000 (11-56-13.90-0100 Te m porary End- res for New Bu ild ing 7,800-00 sf 125 $25,351 Te m porary Heating Eq u i pment for Phasi ng St ruc[u res - Conpess ens Tent On Iy [ Mod u lar5 01-.5&1190-(1100 Induded with abavel ea OS-56.13.90-(1100 Snow Removal 6-01) mo 9,1(10-00 $14,600 (11-56-13.90-0100 Te m p U se of E levator 9-01) MD 10,200-00 $90,800 (11-SG 13.90-0100 Relocate/ Provide Concessions Bar -w/ COFXAmian6 Trailer 1-01) Ea (11-56-13.90-0100 Relocate/ Provide Concessions FF&E -w/ Corxamian6 Tent 1-01) Ea 01.56.1190.OVID Permit Fees 1-01) Ea 1,5(10-00 $1,500 (11-56-13.90.03(10 Sched u le Acceleration to meet 22 months 1-01) lsum 130,(1(10-00 $130,0(10 E Tempo ra ry Subtotal 31.19 $1,729,134 S Sltework 0.02 26 Electrical 26-51-13.56.9015 Lighti ng, Control &Branch Wiring-Site 1-01) lsum 90,332-02 $90,332 0.0321 Fire Protection 21-13-16.50-3740 Fire Sprin klers- Sde[Con nett to ebsti ng F DC Lin a Be low G rade] 1-00 lsum 11,759-98 $11,800 21-13-16.50-3740 Fire Sprin kler -Bond Cast 1-01) lsum 9,800-(11 $9,800 2.02 31 Site Demo, Ear[ hwar k, Utilities, and Site Imp mvements (12-41-1117.5050 Site - Deme Conc beyond Existing Bu ild ing -12"Conc &9..5"Base 5,21100 sf 9-01 $i0,5i0 02.41.1117.5050 Site - Deme Conc beyond Existing Bu ild ing -12"Conc &9..5"Base -Not Shown 23,730-00 sf 9-01 $55,229 02.41.1117.5050 Remove Exkti ng Sloped Cu rb/Retai n ing wa 11 209-00 sf 5-02 $1,023 02.41.1117.5050 Site - Saw Cut Tre nch To East Gene rotor [180LFj 360-00 sf LS-OS $5,918 02.41.1117.5050 TE2 02B- Keep exist ing site cent rete near elevators- Net.de me 12"cent [11,40(1.001 sf 9-01 [$45,748] 02.41.1117.5050 TE2 A2 B- Keep existing site cent rete near elevators- saw cut feu ndaLons 1,000-00 sf 5-00 $5,000 02.91.1160. 1700 Deme Existing Security Fence 55-01) If 10-103 $953 02.41.15-19.0369 Dust Control( FO Dj 1-00 LS 120,903-63 $120,909 31.23.1696.221[1 Import U nde r Leve l l New S la b to F it l Above Exist i ng G rade &Com pad 850-00 cy 70-23 $sq,700 31.23.1696.221[1 Excavate for Retaining Wall 120-01) cy 50-17 $6,020 31.23.1696.2210 12" Sm rif kation u nde r s pet foati ngs 6,600-01) sf 2-01 $13,241 31.23.1696.2210 Building Excavation from Concrete 1-00 is 1(10,33636 $100,336 31.23.1696.2210 Excavation for relocated light pole bases 3-00 ea 1,(10336 $3,010 31.23.1696.2210 11" Scarification u nde r site concrete 31,38&00 sf 151 $47,247 31.23.1696.2210 TE2 A2 B- Keep existing site concrete near elevators - Lem impart Matera it Required (422.001 cy 70-23 [$29,639] 31.253130.10(10 Construction Entrance 9-01) Ea 9,013-96 $16,059 31-2513.10.1000 Erasion Control Maintenance 1-01) lsum 10,on-6s $10,039 32-31-13.53.0300 13' Tall Se- rity Fe nce M(1.00 If Ran %,on 32-32-13.10.20(10 5'Tal Retaining Wall 300.00 SF Ran $29,081 33-11-13.15.3060 Relx&e Wale rli re Amu me 6" lue.00 If 50-17 $5,017 33-11-13.15. -low 6" Iron Wale rli re to the Water Entry Room 30.00 If Ran $2,908 33.31.1113.2030 Relocate Sa n ay Seine r -Ass u me lel" lue.00 If 120-41 $12,091 3351-13.20-4240 Relocate Gas Line -Amu me 6" lue.00 If 60-21 $6,021 2.0505 Sir uctu ra l a nd Mist. Steel 32-17-13.13-1300 Furnish Bollards 59.00 Ea 678-25 $90,017 4.14 32 Site Cox rete 26-56-13.10-6470 Light Pole Bases 3.00 Ea 700-01) $2,100 32.0&10.10-0400 12" Concrete A pron Paving 16,763-00 sf 18-50 $310,116 32.0&10.10-0400 12" Concrete A pron Paving - Net S hewn 1025-00 sf 1850 $270,563 32.0&10.10-0400 12" Concrete A pron Paving-Replace Saw Cut to East Gene rater [ 180 LF1 360-00 sf 30-00 $10,800 32.0&10.10 - 0400 TF*2-25.8" CDDT Paving ILD 12" FAA Paving at all site concrete (31,38&001 sf 5-01) [$156,943] 32.06.1(1.1(1-(1520 95" G ravel Base for A pron Pavi ng 233-00 cy 5100 $11,650 32-(16.10.16.6526 45" G ravel Base for A pron Pavi ng - Net Shown 203-00 cy 5100 $1[1,150 32.11.2323.60(10 stabilixaten Fabric 31,38&00 sf 0-15 $9,7(18 32.1&1111.0300 18"Curb 271(10 If 18.00 $9,919 32.1&13.13-(1300 12" wide x l8" T Cu rb next to Bu ild ing( Note 26 on d rawingsl 963-01) If 50.00 $23,150 32-17-13.26-1400 6" Bollards l nsLall _59-00 Ea 150-00 $$850 4.16 32 Asphalt Paving & Pavement Markings 32-17-23.13-0730 Jetstriping 5,76&00 ff 2-01) $11,536 32.17.2113-(1730 Deme let Stri ping 3,855-OD ff 0-25 $962 S Sltework Subtotal 19.7$ $109fi3V4 Subaotal $M,624,593 Page 6 PEI HENSEL PHELPS ECAT Concourse Expansion Plan. Build. Manage. HP Est imate 0eta i l Back up Re port - BI❑PACKAGE❑ETAIL Esti mate: Maste r Eagle V27 - Revised G M P Estimator- Bonde, Kyle Status: Active Repo rt date: 8/24/2017 Jo b S ee: 55,437 gsf 211914B P M Owner: ECAT Revision: 02 Total Description Quantity llnitcost Amount Markups Gene ral Cond itions 22 mo LSU M Contractor's Bonds Builder Risk General Liability Insurance Bidd i ng & Construction Reserve Contractor's Fee Des g n NTP#1- LSU M Des g n NTPp2 - LSU M Des g n CA NTPp3 - LSU M AAS Phase 1 Environmental Rept AA2 Sewe r Permit Tap AA3 Building Permits AA43rd Pa rty Testi ng AA5 Builders Risk AUG ECAT New Bld M— A(17 A irl ire Move Te m p/New AA8 TSA Move Te m p/New AAS Vendor Move Tem P/ New ASO Concession Seats & Charge ASS Gate Check-in Desks Al2 Bar Millwork & Counters A13 Wayfi nd ing Signage A14 Kitchen Equipment A16 Owner Cant inge ncy All Passenge r Baa rd ing Bridge P recon Costs 1112016 - 4/2017 Pagc 7 $2,520,581 $214,699 $56,603 $179,022 $1,031,230 $1,477,603 $985,351 $1,511,6S9 $603,500 $5,000 $42,000 $335,000 $67,880 w/a have $5,000 $6,000 $115,000 $5,000 $109,890 $177,000 $SU,000 $80,000 $232,000 $21[1,230 $2,200,000 $185,000 Total Markups $12,405,242 ESTIMATE TOTAL $33,029,836 Eagle Airport GMP Proposal EXHIBIT 5.05 Proposal Summaries HENSEL PHELPS August 18, 2017 Plan. 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CD ra Q0 CD N N 0w ) ) ) ) ) m ) ) ) ) ) ) ) CN7 � m � JJ [f] CV z N fN � O+ w C v w l f] w Q w w w o m 0 N w Q Q w [ r] d] o O 0 0 N 0 0 0 0 0 l f] w 6] O 0 l f] h w w r w N m O ti Mrr N .. Gln .. .. or _ cr] w pp O L) Q m 01)a = 3 m m � 0. 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WbM klo`S0I Pr _ 8,159 115.007 9oi E3aSe Feb AA ower VwY.+ri ,.V P,?bm mw,tol FTol _ wase Fee waase Fee $3 Llo€ ric21 l Gereral Lill hnq Lr€ora Horsd Ford _ $31507 111a,503 w p $3 Luso Fee A Wbd WMfig LrCore jmortA Frel pq WBWA Fee WE32AFee WBaSe Fee $1 ArcnillochffalLokno Lrlcore lHorsd Prd ps Wa2se Fee wasse Fee Wa2se Fes PCA r 404 Hz L woro Hertd Fret _ waase Fee waase Fee W19ase Fee $3 rB lamr Szae �J Al slams m wBa%Fee wEase Fee wBa5e Fee $1 N6muki menl2nd Prrwate WlrelessDa� S 5 tiff slams Me�lr 97 33 37 WARM See Alowances T49 ne an Szae 5 clef slams trlr w✓r;vN o allowa'eat [e88 rad m R?B S l stM Cllr $3 13 97Ewum N a Alloihwoos Sec & Cameras CCTV Sae S Clef stelA6lluf�etnr $3 110 T3W Seo allowar:eos Fume mewssS mm See 5 clef StBAYS IVH= $7 $0 9i7N Sae allowances IAdwe clef sleets ulr 107w o allowances x {iii7m'aWn Y ysB7msF �ieclaf slams Cllr $7 $10 $7o allowances GuTOCuPf s' See S clef ems Mi>nr $3 13 �7W Sea allowances CNN TVs Ct rra^R 0 See S clef elrnc lufetnr 97 110 37 See allowances Ma&sNdal[a7or {Aertus Clef RYAS inn 97 14 YV a —Al lOih'a"Oe5 DttnMledArtorra Syttor^ {UA81 WAW ems ul% la $1 $7N a Allowa'eat car^r^ar�tahu: S an ECS Sae S clef ems Memr $1 $1 $3N See Allowwoet Ar€ratfies€ae and Fro A clef slams Glx N a Allowa-eat Ir"sor 575chon sten im)Erar owe area} Clef stems $lY $3 $3 $7 eallowa"oos [toric Sig"ag9 wjw -terns hdetnr $3 13 $3W 0 Allowa'o25 BCS . ha clam area See S Clef stems kujr)x $7 $1 37 w Sae Allowwoos RY rq,r4 f�a do Clef stems fvialrx WKMW a Allowwoot actio aer'€y []rttri6r70m Syt[er^t {f�FUS} %e pBtlefllsj6mg WwjrL% $7 $1 $7 WAMW Sao Allow2r'oat Mechanical Ntocr 0 IorSSI FrO t 11amoo 1710.003 $7 $3 Bno Foo IIYIYI Nte[r I Iersa Props wsase Fee ,.,ase Fee wlease Fee $3 rrd RYi6 Car Nto€r I Iorsol Props wsase Fee WEaSa Fag VMase Foe Fro Prolochcn N€LrTaQ monsd Pr 4 $13µa7 331 µ03 $3 $3 Bato Foo a NA NR —NA NR NA NollY Trod JBt.R nal slam NA NR NA NR N0. NoLroquinad FrNA NR N{ NR NA N€t irod lame CY74Umil NT NR NA NR N0. NoLroquinad LEED N NR N1 NR NA Nd: trod Pum An NA NR NR NR NA NOL roquirod assrwo Opbeal Notwork JPOIAJ INA107 staopp w I Na U pgraJo m i abirg Loc rrdo tI IDOSiQr-Ekild rVWa r ort cwhngpircy & F-oe I h ler'sel Hrelo= 1T5000 3110000 145003 1 NA Hate Feoe IOSa151 3995351 1 iij3iiEEe I 93M,530 I 97 1 IN i Eagle Airport GMP Proposal EXHIBIT 5.07 General Conditions Estimate HENSEL PHELPS August 18, 2017 Plat. 01 Id. Hz flFge. \ % ED Se§}%2\2 t \\�\/iA / § KK%%332@2 Ln ca c -- Fu m4. � j U) - Fu \ / LL & a CD « g R u L L { { 6 ma -0 p <#3[$j\/{ 2 ®J[®f«f a 6 � CD &$]m\/ § § \c p / j /� 7 § k � § \ e Eagle Airport GMP Proposal *.T.M.WWRIN Temporary Phasing Estimate (with detail estimate) HENSEL PHELPS August 18, 2017 f,.a i U Id. "is 11sne. Eagle Airport GMP Proposal EXHIBIT 5.09 Allowances HENSEL PHELPS August 18, 2017 Plat. 01 Id. Hz flFge. EXHIBIT 5.09 - OWNER PROGRAM 1 ALLOWANCES Allowance No. 01 $5,000: Phase 1 Environmental Report Allowance No. 02 $42,000: Sewer Permit Tap Fee Allowance No. 03 $335,000: Building Permits Allowance No. 04 $67,880: Third Party Testing & Inspections n imine^ Ne. $60,000! B ldefs Risk 'i9suraigee Included Allowance No. 06 $5,000: ECAT New Building Move -in Allowance No. 07 $6,000: Airline Temporary Office and New Building Move -in Allowance No. 08 $115,000: TSA Temporary Office and New Building Move -in including TSA equipment relocation Allowance No. 09 $5,000: Concessions Vendor Temporary Relocation and New Building Move -in Allowance No. 10 $109,890: Concession Area Seating and Charging Stations Allowance No. 11 $177,000: Gate Check-in Desks Allowance No. 12 $50,000: Bar Millwork and Countertop Allowance No. 13 $80,000: Wayfinding Signage Allowance No. 14 $232,000: Concessions Areas Kitchen Equipment Allowance No. 15 $0: Upgrade Existing ECAT Special Systems - ALTERNATE Allowance No. 16 $210,230: Owner Contingency Allowance No. 17 $2,200,000: Passenger Boarding Bridges Allowance No. 18 $0: Terminal B Modifications - ALTERNATE Eagle County Regional Airport -GMP Estimate - August 14, 2017 Eagle Airport GMP Proposal EXHIBIT 5.10 Hourly Rates and Unit Prices (HP Staff / Craft Rates Only) HENSEL PHELPS August 18, 2017 Plan. Build. Manage. Exhibit 5.10 Hensel Phelps Personnel Hourly Rates Eagle County Airport 813117 Page 1 of 3 Supervision and Administration Operations Manager Hour $121 General Superintendent Hour $121 Project Manager Hour $92 Project Superintendent Hour $192 Area Superintendent Hour $86 Project Engineer Hour $71 Scheduler Hour $67 Safety Manager Hour $81 Safety Engineer Hour $68 Quality Control Manager Hour $191 Lead Quality Control Engineer Hour $73 Quality Control Assistant Hour $58 On Site Commissioning Engineer Hour $97 VIDC Engineer Hour $69 VIDC Coordinator Hour $61 Office Engineer Hour $59 Field Engineer Hour $58 Senior Estimator Hour $199 Lead Estimator Hour $74 Estimator Hour $66 Office Manager Hour $53 Admin 1 Secretary Hour $43 Time Keeper/ Checker Hour $43 Job Site Accountant Hour $57 Rod Man & Helper Hour $58 Design Manager Hour $112 Admin 1 Secretary Hour $43 Intern Hour $52 Eagle County Airport 813117 Page 1 of 3 Exh i bit 5.10 Hensel Phelps Unit Prices EQUIPMENT RENTAL RATE PER MONTH AUTOMOBILES 1 TRUCKS Hybrid Sedans $1,000 Gas Sedans $1,000 112 Ton Pickup $1,000 314 Ton Pickup $1,100 4 -Wheel Drive Pickup $1,100 2 -Ton Truck $1,200 Passenger Vans $1,300 ALL TERRAIN UTILITY VEHICLES John Deere Gator $600 Kawasaki Mule $600 HOISTS Alimak Single Car $6,000 Alimak Dual 6000 $22,000 Champ Dual 6000 $25,000 Seta -Max Climber Single Car #2000 $5,000 Beta -Max Climber Single Car #3000 $7,500 CRANES Tower SK315 with 237' Jib free stand 240' $15,000 Tower SK405 with 240' Jib free stand 240' $20,000 Tower SK575 with 262' Jib free stand 260' $33,000 50 Ton RT750 136' main boom $16,000 60 Ton RT760E 136main boom $16,000 Climber to jack tower cranes $3,000 CONCRETE PUMPS 750 SchwiRg $3,500 FORKLIFTS Gradall 9000# 45' Reach $4,000 CAT 3000# $950 AIR COMPRESSORS 185 CFM (D) tow behind $750 250 CFM $1,075 Sullair Elec. M#LS12-50L $3,250 COMPACTION EQUIPMENT W70 Roller $800 W 100 Roller $1,100 ATN 1000 late $1,025 Layton Vib Roller $1,575 Ingram Roller $2,250 WELDERS Eagle County Airport 813117 Page 2 of 3 Exh i bit 5.10 Hensel Phelps Unit Prices EQ L 1PME1N'l RENTAL RATE PER MONTH 200 AMP (G) $500 250 AMP $525 350 AMP (D) $625 400 AMP $700 LOADERS Bobcat 763 $1,250 CAT 950F $9,000 ENGINEERING EQUIPMENT Leica Total Station TC405 $1,750 MISCELLANEOUS Brose Broom $1,075 Power Buggy $750 Mortar Mixer $350 Concrete Saw $350 Tennant Sweeper $1,250 Delco Hy Pressure Stripper $2,100 Thavwall Ground Heater $4,200 20' Conex Box $425 GENERATORS Multiquip 45 KW $1,600 Multiquip 60 KW $2,750 Multiquip 25 KW $1,200 Amida Light Plant $700 Eagle County Airport 813117 Page 3 of 3 Eagle Airport GMP Proposal EXHIBIT 6.01 Trend Log HENSEL PHELPS August 18, 2017 Plan. Build. Manage. Trend Lang GMP Trend Log - Eag]e drawings dated 0930 2017 Updated 811472[717 ROM = Rough Budget P = Pending R = Rejected Aehan Pending C.ea Esrimaes Total Approved 52,437 GSF Rejected Cos[ Remarks Estimates HP TE N Alt 8 Descripian Discipline Status Data 34.73fi.837 2.01 1.00 Alt1 - West Emergency Generator To Remain D5010 - Electrical A 81112017 Requires muffler modification included 2,02. 2.10 All 2.10- "sting Slab to Remain at Leeel 1 Areas- Add Raised Access Fling A1030-51.6 m GF de A lIf312017 (150,3001 2.026 220 Alt 2.20 - Emsting Site Apron Concrete to Remain Under the New 4-10 1 51.6 At 030 51.b m C,xade A 82!2017 (70,000) 2.03 3100 At 3 - Modify curtaimwll at vertical circulation 82020- Exterior Windows A &312017 40,0007 Standardize Exterior Design 2.04 4.00 Alt 4 - Micropiles ILO spread footings A1010- Foundations A 8412017 400,000 2.05 5.00 At 5 - North wall section. delete mise steel B1010- Hoa Construction A 87312017 (90,000) 2.06A 6.00 Alt 6 - Wood ceiling design - Tongue and Groove C3030 - Ceiling Finishes A 579/2017 (M.000). 2.07 7.00 Alt 7 - Program scope management fee by Owner ZZ Allowance P ✓32!2017 250,00❑ 229 8.00 General Conditions - 2 Phase Construction - 2 gates In slimmer and 4 gates in the winter Z Temp A 87712017 580,000 19 Months to 22 Months 2.2aB.1 8.00 asingn - se .sNlldt. - gates m summer an gates in the winter. Uifae eAsting agates 576 and terminal 6 fa hold rooms. Z Temp A 87912017 (1.310.000 2.09 9.00 At 9 - Alternate air"It flexibility design with refurbished PEE F1 O40 - special Structures P 873/2017 12d u.OP'i THE new base and Ameribridge Reflab 2.10 10,00 Alt 11) - TSA Checkpoint at ottices to remain at arrest location C14)1D - PartSions P 8272017 [489 ON 2.11 11,00 All 11 - Upgrade Fjdsting SCAT Spetial Systems P 479,OD6 Upgrades for existing terminal and ECAT in1-astn 2.38 12.00 At Investigate the use of a Passwe Optical low voltage solutions in lieu of expanding the existing copper legacy IT system. (This will achieve the IT vision as described in the RSBH and Faith Dpa,ms1s) 05090 - tither PJectrical P 87&2017 TBP 2.066 13.00 Alt 13 - Rern ore all wood cc ngs and replace with painted structure C3030 - Ceiling Finishes P 573/2017 (870.01Y', 2.14 14.00 At 7 - Replace pofshed concrete Wth sealed cancreate at public areas 03020 - Floor Finishes P 6212017 [70 ON � Reduces Interior Impact 2.15 15.00 All 1$ - Replace stun. on "I riot 1. metal panel B2010 exterior WaI1s P 8212017 (5❑ ON, Reduces E.I is Impact 2.18 18,0❑ Alt 18 - Remo" 6 Fmm Building yr 3,OD0 GSF A1010- Foundalio- A 8212017 (501),0DD7 2.21 17.00 AA 17 - Rem ov! 40 psf iv load allowance 81020- Hoa Construction A 8412017 {55,0007 2.25 19.00 AA 19. r Site Concrete Apr. ILO 17 G3030- Site Concrete A a4f2017 x120.0007 2.40 20.00 Alt 20 - Remodel Terminal B Z Temp P 871412017 350.OD0 Terminal 6 Scope Undefined 2.18 21.00 AA 21 - Energy Modeling - Miech D3010 - Mechanical P 8412017 17.000 2.19 22.00 Alt 22 - Pedestal Baseboard ILO fin tube wf Enclosure D301 - Mechanical A 8412017 8,000 2.20 23.00 It 23 - Alternate bathroom fixtures to what is in ewisting building D2010 - Plumbing A a412017 110,0007 222 24.00 All 24 - Add Lightning Protection System D501D - Electrical P 877/2017 204),000 2.23 25.00 Refeed Gate 7f3vnth Normal Power i.l.o. EM Power U5010 - Elednical A WF2017 t211.0D07 TOTAL CONSTRUCTION COST 33,029,837 ❑ Reja [ed EXHIBIT 6 OWNER'S PERMIT LIST (SEE 2.6.1 OF GENERAL CONDITIONS OF CONTRACT) Owner shall pay for the actual costs of all permit fees. Design -Builder shall be responsible for acquiring all perm its. DBIA Document No. 530 Page 54 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica EXHIBIT 7 Intentionally left blank DBIA Document No. 530 Page 55 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica Exhibit 8 Warranty 1. In case of Work performed for which other warranties are required by the Contract Documents, Design -Builder shall secure the required warranties and deliver the same to Owner. These warranties shall not in any way lessen Design -Builder's responsibilities under the Contract Documents. Whenever guarantees or warranties are required by the Contract Documents for a longer period than one-year, such longer period shall govern. 2. Owner and Design -Builder together shall make a complete inspection of the Work or designated portion thereof after the issuance of the Certificate of Substantial Completion for the Work or designated potion thereof. Such inspection shall be made approximately 11 months after the issuance of the Certificate of Substantial Completion. Owner shall schedule and so notify all parties concerned, including the local jurisdiction, of these inspections. 3. Written lists and reports of these inspections shall be made by the Design -Builder and forwarded to Owner and all of the other participants within ten (10) days after the completion of each inspection. Design -Builder shall promptly initiate such remedial work as may be necessary to correct any deficiencies or defective Work shown by these reports, and shall promptly complete all such remedial Work in a manner reasonably satisfactory to the Owner at Design -Builder's sole cost and expense. 4. If the Design -Builder fails to promptly correct all deficiencies and defects shown by any report, Owner may do so after giving Design -Builder written notice of its intention to do so as set forth in Section 2.10 of the General Conditions of Contract and Owner shall be entitled to collect from Design -Builder and its surety all costs and expenses incurred by it in correcting such deficiencies and defects, as well as all damages directly resulting from such deficiencies and defects. 5. Design -Builder shall be solely responsible for the protection of the Work and material. Design - Builder shall have no claim against Owner because of any damage or loss to the Work (except that caused by negligence of Owner or those for whom Owner is responsible), and shall be responsible for the complete restoration of damaged Work to its original condition. In the event Design -Builder's Work is damaged by another party, (other than Owner or those for whom Owner is responsible), not under its supervision or control, Design -Builder shall make its claim directly with the party involved. If a conflict or disagreement develops between Design -Builder and another party concerning the responsibility for damage or loss to Design -Builder's Work, such conflict shall not be cause for delay in Design -Builder's restoration of the damaged Work. 6. The Design -Builder shall include in its GMP Proposal an alternate which shall set forth a list of key elements of the Work and the cost to extend the Warranty for an additional one (1) year period for those items. Owner may determine whether to accept the add -alternate in its sole discretion. DBIA Document No. 530 Page 56 Standard Form of Agreement Between Owner and Design -Builder - Cost Plus Fee with an Option for a GMP (0 2010 Design -Build Institute of Am erica