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2015-29188 Reso RESOLUTION NO. 2015-29188 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING, PURSUANT TO ARTICLE 6 OF THE CONSTRUCTION MANAGER AT RISK AGREEMENT ("AGREEMENT") BETWEEN THE CITY AND CLARK CONSTRUCTION GROUP, LLC ("CLARK") FOR THE MIAMI BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT ("PROJECT"), A GUARANTEED MAXIMUM PRICE ("GMP") FOR THE PROJECT IN THE AMOUNT OF $515,458,058.00; APPROVING AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE GMP AMENDMENT TO THE AGREEMENT; AUTHORIZING THE DIRECT PURCHASE OF MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE AGREEMENT; AUTHORIZING THE CITY MANAGER TO BIND COVERAGE FOR BUILDER'S RISK AND OTHER INSURANCE FOR THE PROJECT IN AN AMOUNT NOT-TO-EXCEED $11,600,000.00 (NET OF NON-CONSTRUCTION RELATED PREMIUMS FOR ON-GOING CONVENTION CENTER OPERATIONS); ESTABLISHING A CITY CONTINGENCY FOR THE PROJECT, FOR USE BY THE CITY, IN THE AMOUNT OF $35,000,000.00; AND DELEGATING TO THE CITY MANAGER THE AUTHORITY TO USE THE CITY CONTINGENCY TO EXECUTE ANY PROJECT-RELATED AGREEMENTS OR CONTRACT AMENDMENTS AS MAY BE NECESSARY FOR THE SUCCESSFUL DELIVERY OF THE PROJECT, WITH MONTHLY REPORTING TO THE CITY COMMISSION WITH REGARD TO UTILIZATION THEREOF. WHEREAS, Request for Proposals No. 2015-129-ME (the RFP) was issued on March 2, 2015, with an opening date of April 9, 2015; and WHEREAS, on April 29, 2015, the City Commission adopted Resolution No. 2015- 29889, accepting the recommendation of the City Manager to award the RFP to Clark and authorized the Administration to enter into negotiations with Clark, subject to prior approval of the final agreement by the Mayor and City Commission; and WHEREAS, on May 20, 2015, the Mayor and City Commission adopted Resolution No. 2015-29028, approving the CM-at-Risk Agreement between the City and Clark Construction Group, LLC, authorizing pre-construction services for the Project and specifying the terms and conditions for the development and negotiation of a Guaranteed Maximum Price ("GMP")for the construction phase services for the Project ("Agreement"); and WHEREAS, since May 20, 2015, Fentress Architects, the City's architect of record for the Project, has advanced the design documentation for the Project, and City and Clark have developed and negotiated a proposed GMP for the Project in the amount of $515,458,058.00; and WHEREAS, the Administration recommends that the Mayor and City Commission accept the proposed GMP and approve the GMP Amendment attached hereto as Exhibit "A;" and WHEREAS, the Administration recommends that the City Manager be delegated the authority to bind builder's risk and other appropriate insurance for the Project in an amount not- to-exceed $11,600,000.00 (net of non-construction related insurance premiums for on-going Convention Center operations), and further recommends the establishment of a City Contingency, a separate fund established outside of the GMP for use by the City for Project- related costs, in the amount of$35,000,000.00, to cover any additional Project-related expenses for which City is responsible under the Agreement; additional services or other expenses chargeable to the City under existing Project-related agreements, such as additional design services if required of Fentress Architects, or additional Owner's Representative services if required of Hill International, Inc.; and other third-party agreements or expenses as may be necessary for the successful delivery of the Project, with monthly reporting to the City Commission with respect to the progress of the Project and the utilization of the City Contingency. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept, pursuant to Article 6 of the Construction Manager at Risk Agreement ("Agreement") between the City and Clark Construction Group, LLC ("Clark") for the n Expansion Project ("Project"), a Guaranteed Miami Beach Convention Center Renovation and p � ( j ), Maximum Price ("GMP") for the Project in the amount of $515,458,058.00; approve and authorize the Mayor and City Clerk to execute the GMP Amendment attached hereto as Exhibit "A"; authorize the direct purchase of materials and equipment in accordance with the Agreement; authorize the City Manager to bind coverage for builder's risk and other insurance for the Project, in an amount not-to-exceed $11,600,000.00 (net of non-construction related premiums for on-going Convention Center operations); establish a City Contingency for the Project, for use by the City, in the amount of $35,000,000.00; and delegate to the City Manager the authority to use the City Contingency to execute any Project-related agreements or contract amendments as may be necessary for the successful delivery of the Project, with monthly reporting to the City Commission with regard to utilization thereof. PASSED AND ADOPTED this c2/ day of October, 2015. ATTEST: /ice - • r.fael E. Granado, Cit Clerk Phi 'p Le '' Mdryor 40 V111 %tilt 0 e g 2 2015 1 B ".. :. 4,-, .% * APPROVED AS TO iNCORP ORATED: FORM &LANGUAGE •• E &FO XECUT N x 40 / 41114Jiar./..dzi /J10/ • ty Attorneypaa GMP AMENDMENT AMENDMENT NO. 1 TO AGREEMENT BETWEEN CITY OF MIAMI BEACH AND CONSTRUCTION MANAGER FOR THE MIAMI BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT Pursuant to the Agreement dated May 21, 2015 between the City and (name of firm) (Construction Manager) for the Miami Beach Convention Center Renovation and Expansion Project ("Project"), the City and Construction Manager hereby agree to amend and modify the Agreement by this GMP Amendment, dated and effective as of October 22, 2015, to establish a Guaranteed Maximum Price for the Project and time for completion of the Construction Phase of the Project as set forth below. This GMP Amendment and any Notices to Proceed provided hereunder is and shall be subject to and contingent upon satisfaction of the conditions set forth in Section 3.1.7 of the Agreement. ARTICLE 1 SCOPE OF WORK Construction Manager shall be responsible for and shall perform all Work delineated in and reasonably inferable from the Contract Documents, including the GMP submission attached hereto as Exhibit"A" (the "GMP Submission"), which are hereby incorporated into and made a part of the Amendment by this reference: ARTICLE 2 GUARANTEED MAXIMUM PRICE Construction Manager's Guaranteed Maximum Price for the Work (including the estimated Cost of the Project as defined in Section 8 of the Agreement, the Construction Manager's Construction Overhead and Profit Fee and General Conditions Fee as defined in Section 7 of the Agreement, and the Construction Manager's Contingency as defined in Article 6 and set forth below), is $515,458,058.00 (the "GMP"), which includes the following: 2.1 The Subcontract Costs for Work of Subcontractors and Suppliers selected pursuant to Article 4 of the Agreement, for the entire Work anticipated on this Project, is estimated at $410,205,803.00, and said amount stated in this Section 2.1 is included within the GMP. 2.2 The General Conditions Fee for all general conditions items and expenses as defined in Section 7.1.2 of the Agreement, for the entire Work anticipated on this Project are hereby established as a lump sum amount of $24,465,886.00, and said lump sum amount stated in this Section 2.2 is included within the GMP. The items included as General Conditions expenses are listed in Exhibit"A" hereto, which shall be payable pursuant to the Monthly GC Payment Schedule included within Exhibit "A." Construction Manager acknowledges and agrees that the City shall have no liability for any General Condition costs or expenses, either listed in the GMP Submission or specified in Section 7.1.2 of the Agreement, beyond payment of the lump sum stated in this Section 2.2 and Construction Manager agrees that it shall not be entitled to receive any additional compensation from the City for the General Conditions beyond the lump sum amount unless expressly adjusted by a Change Order in accordance with the Contract Documents. 2.3. The Construction Overhead and Profit Fee as defined in Section 7.1.3 of the Agreement, for the entire Work anticipated on this Project, shall be 3.80% of the Cost of the Project (as identified in Section 2.1 above) plus the Construction Manager's General Conditions Fees (as identified in Section 2.2 above), and is included in the GMP. The Construction Overhead and Profit Fee for Change Orders or Construction Change Directives shall be 3.80% of the Costs of the Project associated with the Work that is the subject of the Change Order or Construction Change Directive, except for Change Orders for an extension of the Contract Time due to Excusable Delays, for which Construction Manager expressly acknowledges and agrees that it shall not receive any Construction Overhead and Profit Fee and its sole and exclusive remedy is as provided for in the Agreement. For Subcontractors and Suppliers, the overhead and profit markups or fees for Change Orders or Construction Change Directives shall not exceed fifteen percent (15%) of the Cost of the Project associated with the Work that is the subject of the Change Order or Construction Change Directive. 2.4 A Construction Manager's Contingency, which shall only be used for the limited purposes specified in Subsection 6.4.1 of the Agreement, is hereby established in the amount of $29,747,613.00, and said amount stated in this Section 2.4 is included within the GMP. In no event shall the use of the Construction Manager's Contingency cause for the GMP to be exceeded. The Construction Manager shall be solely responsible for all costs that exceed the GMP (as adjusted by Change Order or Construction Change Directive), without any reimbursement from the City. Construction Manager shall use all diligent, good-faith efforts to maximize cost savings and minimize use of the Construction Manager's Contingency. Draws made against the Construction Manager's Contingency shall be made as specified in and to the limited extent permitted by the Contract Documents. 2.5. The City retains exclusive use and control of the City's Contingency, and all expenditures must be approved in writing by the City Manager or Project Coordinator by Change Order or Construction Change Directive in accordance with the Contract Documents. Construction Manager shall not proceed with any portion of the Work, which it intends to charge against the City Contingency without notifying the City in accordance with Section 6.4.2 of the Agreement. Any unused City Contingency remaining at the completion of the Project shall accrue solely to the City, and shall not be used for purposes of calculating any Project Cost Savings. 2.6 Applications for Payment of the Cost of the Project, General Conditions Fee, the Construction Overhead and Profit Fee shall be made monthly based upon the percent completion of the Work for each particular month and in accordance with the Contract Documents. The percent completion shall be based on the updated and City-approved Construction Schedule as required by the Contract Documents. The Construction Manager will be required to furnish documentation evidencing all expenditures for which it seeks payment or reimbursement, and demonstrating that the costs incurred were necessary for the Work, in accordance with the Contract Documents, including Article 11 of the Agreement. 2.7 Construction Manager recognizes that this Contract includes work for trench excavation in excess of five feet deep. Construction Manager acknowledges the requirements set forth in Section 553.63 of the Florida Statutes entitled Trench Safety Act. Construction Manager certifies that the required trench safety standards will be in effect during the period of construction of the Project and Construction Manager agrees to comply with all such required trench safety standards. The amount of $10,000.00 has been separately identified for the cost of compliance with the required trench safety standards; said amount is included within the GMP. 2.8 The GMP may be adjusted pursuant to the terms herein for Change Order and Construction Change Directive in accordance with the Contract Documents. ARTICLE 3 CONTRACT TIME 3.1 The Construction Phase Commencement Date for the Work is November 5, 2015. The total period of time beginning with the Construction Phase Commencement Date through the date required for Substantial Completion of the Work is 969 calendar days ("Contract Time"). THE SUBSTANTIAL COMPLETION DATE IS THEREFORE ESTABLISHED AS JUNE 30, 2018. 3.2 Pursuant to this Agreement, the parties have established the limitations of liability and liquidated damages rates set forth in Section 5.1.3.1, which the parties acknowledge and agree apply to this GMP Amendment and Construction Manager's responsibility to complete the Work within the Contract Time and achieve the Milestones as stated therein. ARTICLE 4 ADDITIONAL PROVISIONS 4.1. Pursuant to Subsection 2.5.2.3 of the Agreement, the Construction Manager hereby acknowledges and agrees that it shall not be entitled to an adjustment in the Project Schedule or the Guaranteed Maximum Price based on general or local conditions affecting the Project, the Project Site and/or the performance of the Work, except as otherwise provided in the Contract Documents, and the Construction Manager waives and releases City from any and all Claims associated therewith. 4.2. Pursuant to Subsection 5.6.3 of the Agreement, except to the limited extent of reasonable acceleration costs funded from the City's Contingency pursuant to Subsection 5.2.3.b. to regain lost schedule progress directly resulting from Excusable Delays, the Construction Manager hereby acknowledges and agrees that its pricing of the Work and the determination of the Guaranteed Maximum Price is expressly based upon the Construction Manager's assuming the cost risks of taking all steps that may be necessary, including implementation of a Recovery Schedule, acceleration of the Work, or extraordinary measures, in order to achieve the critical Art Basel 2016 Milestone and Art Basel 2017 Milestone. In no event shall Construction Manager be entitled to any other compensation or recovery of any damages in connection with acceleration or constructive acceleration, including consequential damages, lost efficiency, opportunity costs or similar remuneration, except as otherwise provided in the Contract Documents. 4.3. Except as otherwise provided in the Contract Documents, pursuant to Section 9.2 of the Agreement and based on the information reasonably identified or inferable from the tests or studies conducted by the City and made available to Construction Manager, Construction Manager acknowledges and agrees that it has satisfied itself as to what the Construction Manager anticipates will be the character, quality and quantity of soil, surface and subsurface materials or obstacles that may be encountered by the Construction Manager at the Project Site, and the condition of the existing foundations and building structure, including the environmental conditions identified in the Phase I and Phase II environmental reports provided by the City, and that the entire cost risk of such matters, as well as any concealed, latent, known, unknown or other conditions, shall be borne by the Construction Manager as part of the Guaranteed Maximum Price unless such conditions could not have reasonably been identified upon reasonable investigation during the Pre-Construction Phase by the Construction Manager. The Construction Manager expressly acknowledges and agrees that it has had ample opportunity to investigate the Project Site, has had access to the Project Site since the Effective Date of this Agreement, and agrees that its pricing of the Work and the determination of the Guaranteed Maximum Price were expressly based upon the Construction Manager's assuming the foregoing cost risks of Project Site conditions. 4.4. Except as otherwise provided in the Contract Documents, pursuant to Subsection 9.3.1.2 of the Agreement, Construction Manager acknowledges and agrees that, except as specified herein, all delays or events and their potential impacts on the performance by the Construction Manager are specifically contemplated and acknowledged by the Parties in entering into this GMP Amendment and that Construction Manager's pricing of the Work and the determination of the Guaranteed Maximum Price is expressly based on the Construction Manager's assumption of the risks thereof, and Construction Manager hereby waives any and all Claims it might have for any of the foregoing losses, costs, damages and expenses, except to the extent specifically provided for in the Agreement. 4.5. City shall issue NTP1 no later than November 5, 2015, to authorize early procurement of Work as may be required to maintain the critical path schedule for the Project and other enabling Work, up to a not-to-exceed maximum amount of $25,000,000 (the "NTP1 Maximum Compensation"). Until such time as NTP2 is issued and City obtains bond financing required for the Project, City shall have no liability or obligation whatsoever to Construction Manager or the Subcontractors under this GMP Amendment or the other Contract Documents for any amounts in excess of the NTP1 Maximum Compensation. City anticipates it will obtain bond financing for the Project prior to December 24, 2015. In the event City does not obtain bond financing for the Project prior to December 24, 2015, City shall notify Construction Manager in accordance with Section 3.1.7 and Construction Manager's and its Subcontractors' maximum entitlement to compensation under the Contract Documents shall be as provided in Sections 13.3 and 3.1.7, and CM hereby waives any rights or remedies at law or in equity for any matters, liabilities, or Claims in excess of the NTP1 Maximum Compensation. 4.6. All defined terms herein shall have the same meaning ascribed to them in the Agreement or other Contract Documents. Except as expressly modified herein, the terms and conditions of the Agreement remain unchanged. In the event of a conflict between the terms of this Amendment and those of the Agreement, City and Construction Manager agree that the terms of this GMP Amendment shall prevail and control. IN WITNESS WHEREOF, the Parties hereto have executed this GMP Amendment the day and year first written above. CITY OF MIAMI BEACH, FLORIDA ATTEST: By: By: City Clerk Philip Levine Mayor ATTEST: CLARK CONSTRUCTION GROUP, LLC By: Print Name: Sidney J. Jordan Division CEO/President Northern & Southern Region Print Name: APPROVED AS TO FORM&LANGUAGE &FOR EX 1101"°' . 0 14 City rAttorney ikty Date COMMISSION ITEM SUMMARY Condensed Title: A Resolution Of The Mayor And City Commission Of The City Of Miami Beach, Florida, Accepting, Pursuant To Article 6 Of The Construction Manager At Risk Agreement ("Agreement") Between The City And Clark Construction Group, LLC ("Clark") For The Miami Beach Convention Center Renovation And Expansion Project ("Project"), A Guaranteed Maximum Price ("GMP") For The Project In The Amount Of $515,458,058.00; Approving And Authorizing The Mayor And City Clerk To Execute The GMP Amendment To The Agreement; Authorizing The Direct,Purchase Of Materials And Equipment In Accordance With The Agreement; Authorizing The City Manager To Bind Coverage For Builder's Risk And Other Insurance For The Project In An Amount Not- To-Exceed $11,600,000.00 (Net Of Non-Construction Related Premiums For On-Going Convention Center Operations); Establishing A City Contingency For The Project, For Use By The City, In The Amount Of $35,000,000.00; And Delegating To The City Manager The Authority To Use The City Contingency To Execute Any Project-Related Agreements Or Contract Amendments As May Be Necessary For The Successful Delivery Of The Project,With Monthly Reporting To The City Commission With Regard To Utilization Thereof. Key Intended Outcome Supported: Improve alliance with key business sectors, namely hospitality, arts& international business with a focus on enhanced culture,entertainment&tourism. Supporting Data(Surveys, Environmental Scan, etc) N/A Item Summary/Recommendation: On May 20, 2015, the Mayor and City Commission adopted Resolution No. 2015-29028, approving the Agreement between the City and Clark Construction Group, LLC, authorizing pre-construction services for the Project and specifying the terms and conditions for the development and negotiation of a Guaranteed Maximum Price("GMP")for the construction phase services for the Project. City and Clark have negotiated a proposed GMP for the Project in the amount of $515,458,058.00, based on the 65% GMP Documents developed by Fentress Architects. In total Clark received 194 bids, and 3 or more companies bid on 97.8%if the work. The trade bidding process was monitored by the City's Owner Representative, Hill International (Hill). The GMP Amendment is attached hereto as Exhibit A. Insurance: Due to general liability insurance for a project that is open for events while under construction, opening the entire facility twice for Art Basel in a partially constructed building, and due to the large renovation component of a fairly old building, insurance costs are significantly higher than originally expected. The City will work with the City's Risk Management Division, an insurance broker and/or Clark to bind appropriate coverage at competitive rates. These policies need to be in place in early December, prior to construction commencement. Accordingly, I request the authority to bind coverage for builder's risk and other insurance policies for the Project in an amount not-to-exceed $11,600,000 (net of non-construction related premiums for on-going Convention Center operations, currently budgeted at $2.3 million annually). I will report back to the Commission the results of the competitive process or,.if necessary, come back to the Commission if any additional approvals are required. City Contingency: The Administration recommends the establishment of a separate fund established outside of the GMP for use by the City for Project-related costs, in the amount of$35,000,000.00, to cover any additional Project-related expenses for which City is responsible under the Agreement; additional services or other expenses chargeable to the City under existing Project-related agreements, such as additional design services if required of Fentress Architects, or additional Owner's Representative services if required of Hill International, Inc.; and other third-party agreements or expenses as may be necessary for the successful delivery of the Project, with monthly reporting to the City Commission with respect to the progress of the Project and the utilization of the City Contingency. The Administration recommends the City Commission adopt the Resolution. Advisory Board Recommendation: N/A Financial Information: Source of Amount Account F ds: 1 $ 25,000,000 Line of Credit Fund 443,with any use refunded by bonds 2 $537,058,058 Future RDA, Resort Tax and Parking Bonds OBPI Total $562,058,058 Financial Impact Summary: N/A City Clerk's Office Legislative Tracking: Maria Hernandez, ext. 2584 Sign-Offs: Department 'irector Assistant City Manager City onager MH ,_fit JLM T:\AGENDA120151October\MBCC Oct 21\Clark GMP Amendment\MBCC CMR GMP-SUMMARY.docx MIAMI AGENDA ITEM �R7DATE /0-42 " I BE H City of Miami Beach, 1700 Convention Center Drive,Miami Beach, Florida 33139 www.miamibeachfl.gov tY g CO ISSION MEMORANDUM TO: Mayor Philip Levine and Members i f the City C• mission FROM: Jimmy L. Morales, City Manage DATE: October 21, 2015 SUBJECT: A RESOLUTION OF THE MAYOR ND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTIN , PURSUANT TO ARTICLE 6 OF THE CONSTRUCTION MANAGER AT 'ISK AGREEMENT ("AGREEMENT") BETWEEN THE CITY AND CLARK CONSTRUCTION GROUP, LLC ("CLARK") FOR THE MIAMI BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT ("PROJECT"), A GUARANTEED MAXIMUM PRICE ("GMP") FOR THE PROJECT IN THE AMOUNT OF $515,458,058.00; APPROVING AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE GMP AMENDMENT TO THE AGREEMENT; AUTHORIZING THE DIRECT PURCHASE OF MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE AGREEMENT; AUTHORIZING THE CITY MANAGER TO BIND COVERAGE FOR BUILDER'S RISK AND OTHER INSURANCE FOR THE PROJECT IN AN AMOUNT NOT-TO-EXCEED $11,600,000.00 (NET OF NON- CONSTRUCTION RELATED PREMIUMS FOR ON-GOING CONVENTION CENTER OPERATIONS); ESTABLISHING A CITY CONTINGENCY FOR THE PROJECT, FOR USE BY THE CITY, IN THE AMOUNT OF $35,000,000.00; AND DELEGATING TO THE CITY MANAGER THE AUTHORITY TO USE THE CITY CONTINGENCY TO EXECUTE ANY PROJECT-RELATED AGREEMENTS OR CONTRACT AMENDMENTS AS MAY BE NECESSARY FOR THE SUCCESSFUL DELIVERY OF THE PROJECT, WITH MONTHLY REPORTING TO THE CITY COMMISSION WITH REGARD TO UTILIZATION THEREOF. ADMINISTRATION RECOMMENDATION Adopt the Resolution. KEY INTENDED OUTCOME Improve alliance with key business sectors, namely hospitality, arts & international business with a focus on enhanced culture, entertainment & tourism. FUNDING The following funding sources will be used for three notices to proceed (NTP) issued to Clark: NTP— 1: $ 25,000,000 Line of Credit Fund 443, with any use refunded by bonds NTP—2: $480,458,058 Proposed Future RDA, Resort Tax and Parking Bonds NTP— 3: $ 10,000,000 Proposed Future RDA, Resort Tax and Parking Bonds Total $51 5,458,058 NTP - 1 Up to a not-to-exceed maximum amount of $25,000,000 no later than November 5, 2015, to authorize early procurement of Work as may be required to maintain the critical path schedule for the Project and other enabling Work. Until such time as NTP2 is issued and City obtains bond financing required for the Project, City shall have no liability or obligation whatsoever to Construction Manager or the Guaranteed Maximum Price (GMP)Amendment for Clark Construction Group, LLC for the Miami Beach Convention Center Renovation and Expansion Project October 21, 2015 Page 2 of 7 Subcontractors under the GMP Amendment or the other Contract Documents for any amounts in excess of NTP1. NTP - 2 Up to a not-to-exceed maximum amount of $480,458,058 once the bond financing has closed. NTP - 3 Up to a not-to-exceed maximum amount of $10,000,000 once the park design is compete. BACKGROUND On March 2, 2015 the City issued Request for Proposals (RFP) No. 2015-129-ME for construction manager at-risk services for the Project. On May 20, 2015, the Mayor and City Commission adopted Resolution No. 2015-29028, approving the agreement with Clark Construction Group, LLC ("Clark") for construction manager at-risk services for the Project ("Agreement"). The Agreement set forth the terms and conditions for all construction manager at-risk services, provided for a fixed fee for Preconstruction phase services of $2,594,073, and required Clark to propose for City Commission approval a Guaranteed Maximum Price ("GMP")Amendment. ANALYSIS The GMP Amendment is attached hereto. It includes the overall budget, Clark's GMP, GMP Drawing Set, clarifications and assumptions, owner's budget, and schedule. Overall Budget The following summarizes the overall project budget. Trade Costs $410,205,803 66.62% Contractor(Clark)Soft Costs: General Conditions (Clark Staffing) 24,465,886 3.97% General Requirements 14,760,103 2.40% Payment& Performance Bond 3,708,000 0.60% General Liability Insurance 1,807,650 0.29% Construction Manager at-risk Fees (3.8%) 17,288,003 2.81% Construction Manager's Contingency 29,747,613 4.83% Convention Center Facility GMP 501,983,058 81.53% Other GMP Items (Including all mark ups) P-Lot Park(allowance) 10,000,000 1.62% Storm water Drainage Culvert 3,475,000 0.56% Subtotal 13,475,000 2.19% Total GMP 515,458,058 83.72% Direct Purchase Tax Savings(Estimate) -6,000,000 -0.97% Net Total GMP 509,458,058 82.74% Guaranteed Maximum Price (GMP)Amendment for Clark Construction Group, LLC for the Miami Beach Convention Center Renovation and Expansion Project October 21, 2015 Page 3 of 7 Owner's(City's) Cost: City Staffing & Expenses 1,561,000 0.25% Consultant Fees (SAG) 1,047,725 0.17% Owner's Rep(Hill Intl) 5,585,673 0.91% Design Fees (Fentress) 26,669,442 4.33% Owner's Cost Estimator(US Cost) 400,030 0.06% Pre GMP CMAR Fee (Clark) 2,594,073 0.42% Testing & Inspections 2,328,943 0.38% Permit& Plan Reviews 2,400,000 0.39% Site Studies/Other 847,041 0.14% Public Art(AIPP) 6,900,000 1.12% MBCC FF&E 6,830,945 1.11% Insurance(Allowance): • GL Wrap 9,000,000 1.46% • Builder Risk/Building(net) 1,600,000 0.26% • Professional Liability Umbrella 1,000,000 0.16% Carl Fisher Renovation (Allowance) 2,500,000 0.41% Total Owner's Cost 71,264,872 11.57% Subtotal 580,722,930 94.32% Owner's (City's)Contingency 35,000,000 5.68% Total Project Budget $615,722,930 100.00% Trade Costs — The trade cost budget was developed through a bidding process managed by Clark for the major first tier subcontract work, in accordance with the Agreement approved by the Mayor and City Commission pursuant to Resolution No. 2015-29028. The trade bidding process was monitored by the City's Owner's Representative, Hill International (Hill). The following is a summary of the process: • Clark issued a notice to potential subcontractors to participate in a Subcontractor Networking Event held on July 30, 2015. The notice was sent to over 1,000 potential bidders in the Clark database, a notice was posted in regional newspapers (Miami Herald, Daily Business Review, and the Orlando Sentinel), and notifications were sent to ABC East Florida, Broward Biz, Dodge, Miami Chamber of Commerce, Miami Dade Chamber of Commerce, Miami Dade Government, Small Business Administration, and South Florida Associated General Contractors. The networking event had over 175 subcontractors and vendors sign up with actual attendance over 225. • Clark issued a Request For Proposals to potential subcontractor bidders in early August. A notice was sent to the subcontractors in Clark's database, regional newspapers, and the other organizations listed above. • On August 20, Fentress Architects issued a "GMP Drawing Set" with 65% complete construction documents. The set included 2,250 drawings, and 3,000 pages of specifications. Clark created 62 separate trade bid packages from the GMP Drawing Set, and issued RFP's to the qualified bidders, which included scope descriptions to facilitate comparable bidding. The 62 trade packages were those traditionally utilized in the industry, such as electrical, plumbing, HVAC, concrete, steel, demolition, audio visual, etc. Bidders were asked to prepare a base bid consistent with the GMP Drawing Guaranteed Maximum Price (GMP)Amendment for Clark Construction Group, LLC for the Miami Beach Convention Center Renovation and Expansion Project October 21, 2015 Page 4 of 7 Set. In addition, they were asked to provide voluntary alternates to be considered that reduced costs or schedule provided they offered the same function, warrantee, and performance as the base specifications: • • Each trade bid was deposited in an electronic lock box and reviewed by Clark, Fentress Architects and their engineering disciplines, and the City's Owner's Representative (Hill International). Each bidder invariably interpreted the voluminous number of drawings and specifications differently. Therefore, Clark, with oversight by Hill, and Fentress Architects and their sub consultants met with each bidder to review their scope, understand any differences and deficiencies, and then requested from each bidder a final proposal with the refined scope. • There are seven trade packages that represent roughly 50% of the trade costs and are critical path trades. These include electrical, plumbing, HVAC, window wall, exterior "fins', audio-visual, and elevators/escalators. For these trades, the bidding process has been completed, and in each case the lowest qualified bidder was selected by Clark. By selecting these key trades prior to the GMP, it eliminated a portion of the bidding risk in the GMP. • Three more trades, demolition, concrete and steel, represent the next 25% of the trade costs. Bids have been received from these three trades and the scoping meetings have occurred. However, the subcontractors have not been selected. The final selection of these trades-will occur shortly after the City Commission approves the GMP. • For the remaining 25% of the trade contracts, bids have been received and reviewed, but not scoped yet. Clark prepared an estimate for these remaining trades based on the bid information. Independently, the City's cost estimator(US Cost) prepared an estimate for these_trades,. and Clark, US Cost, Hill, and SAG reconciled the two estimates for inclusion in the GMP. These trade contracts will be finalized over the next few months. In total,Clark has received 194 bids, and three or more companies bid on 97.8% of the work. There will be opportunities for further sub-contracting of these 62 primary subcontracts. Clark estimates there will ultimately be up to 300 subcontractors, sub-subcontractors, and suppliers involved in the project. Clark will implement,a number of initiatives to promote further involvement, including the posting of contact information for each primary subcontractor, as well as a listing of opportunities at http://www.mbccrenovation.com/. Conditions — General conditions represent the costs related to Clark's management • team for the project, as well as their on-site overhead costs such as office trailers, utilities, and technology. needs as delineated in the Agreement. The staffing plan was developed in - conjunction with Hill and SAG. The plan includes 44 full time (varies over time) staff on-site and 15 part time_staff off-site, totaling:193,203 hours and an average all-in cost of $110 per hour. The Construction Manager'At-Risk Agreement provides for a reduction in these costs if the budgeted staff hours are not ultimately required. General Requirements — General requirements provide for miscellaneous costs to execute the - construction. These include cranes, equipment, temporary partitions, temporary shoring, dumpsters, fire watch, security guards, site cleaning, and other similar costs. Guaranteed Maximum Price (GMP)Amendment for Clark Construction Group, LLC for the Miami Beach Convention Center Renovation and Expansion Project October 21, 2015 Page 5 of 7 Payment & Performance Bond — Cost of the payment and performance bond related to the construction of the project. General Liability Insurance — Cost of Clark's general liability insurance required under Construction Manager At-Risk Agreement. This is separate from other insurance required for the Project. CMAR Fees (3.8%) — Clark's fee as previously approved by the City Commission in the Construction Manager At-Risk Agreement, equates to 3.8% of the costs under the control of Clark. Construction Manager's Contingency — Funds for Clark's use for risks assumed by Clark in providing the GMP with uncertainties that are beyond their control as specified in the GMP Amendment. Costs payable from the CM's Contingency include additional costs of the Project that are reasonably inferable from the 65% complete design documents, bid escalation costs if actual trade bids are higher than those budgeted, costs for implementing a hurricane preparedness plan, and other Clark costs as defined in the Agreement. Convention Center Facility GMP — The guaranteed maximum price for construction of the convention center is $502 million, 0.33% higher than the conceptual budget of$500.3 million. Other GMP Items — In additional to the convention center construction, the GMP will include can allowance for the P-Lot Park and the costs for an underground storm water pipe through the convention center site to move off-site storm water from 17th Street to the Collins Canal. Total Guaranteed Maximum Price (GMP) — The guaranteed maximum price is $515,458,058 for the convention center expansion and renovation, the convention center (P-lot) park, and the storm water pipe. Shared Savings — If actual costs are below the Guaranteed Maximum Price, the savings are to be allocated 75% to the City and 25% to Clark. Direct Purchase Tax Savings — The City plans to purchase certain materials directly. The sales tax savings from any items purchased directly by the City will be a deductive change order to the GMP, with 100% going to the City. This anticipated sales tax savings are estimated to be $6,000,000. Owner's (City's) Costs — The City is directly responsible for various costs related to the project. Contracts for several of these items have already been approved by the City Commission, including those for design (Fentress), owner's representative (SAG/Hill), and Pre- GMP services (Clark). Other City costs include those for testing and inspection, permit & plan reviews, Art in Public Places, furniture, fixtures & equipment, an allowance to renovate the historic Carl Fisher Clubhouse, and insurance. Insurance— Insurance costs include coverage for the following: • General Liability and Excess Liability for third-party claims for property damage and bodily injury as a result of construction activities. The limits of liability are targeted to be $200,000,000, with a $250,000 deductible. Guaranteed Maximum Price (GMP)Amendment for Clark Construction Group, LLC for the Miami Beach Convention Center Renovation and Expansion Project October 21, 2015 Page 6 of 7 • Property (including Builders Risk) insurance is for "All Risk" coverage including flood/ earthquake/named windstorm and equipment breakdown inclusive of all renovation, remodel and expansion of the Convention Center. The total insured values are targeted be $700,000,000 with a loss limit $600,000,000 subject to named windstorm limit of $50,000,000, and a flood sublimit of $25,000,000. The named windstorm deductible is targeted to be 5% of value at risk at the time of loss, subject to a $1,000,000 minimum. The all other perils deductible is targeted to be $100,000. The amount budgeted is net of the building insurance that is within the Convention Center's operating budget. The City anticipates consolidating the Builder's Risk coverage (for construction) and the City's existing Property Insurance coverage (for Convention Center operations) under one master policy, given that the MBCC will be in operation during construction. • Owner's Protective Professional and Pollution Liability Insurance (OPPI) protects the City from both pollution and professional liability in the event the City is brought into a legal action and the contractor's or architect's insurance has either been exhausted or the claim exceeds their limits provided. Policy limits are targeted to be at least $10,000,000. Worker's Compensation insurance providing for work related injuries is not included in the insurance budget. The individual contractors providing labor to the Project are providing this insurance and the costs are included in the trade costs. Insurance costs are significantly higher than originally expected. This is due to general liability insurance for a project that is open for events while under construction, opening the entire facility twice for Art Basel in a partially constructed building, and due to the large renovation component of a fairly old building. The City will work with the City's Risk Management Division, an insurance broker and/or Clark to bind appropriate coverage at competitive rates. These policies needed to be in place in early December, prior to construction commencement. Accordingly, I request the authority to bind coverage for builder's risk and other insurance policies for the Project in an amount not-to-exceed $11,600,000 (net of non-construction related premiums for on-going Convention Center operations, currently budgeted at $2.3 million annually). I will report back to the Commission the results of the competitive process or, if necessary, come back to the Commission if any additional approvals are required. Owner's Contingency — It is recommended that the City have an Owner's Contingency of $35 million for the Project, to cover any additional Project-related expenses for which City is responsible under the Agreement; additional services or other expenses chargeable to the City under existing Project-related agreements, such as additional design services if required of Fentress Architects, or additional Owner's Representative services if required of Hill International, Inc.; and other third-party agreements or expenses as may be necessary for the successful delivery of the Project. Decisions related to the use of the Owner's Contingency in construction projects often needs to be made timely to keep the project on schedule. These changes may require a change order to the construction manager, or may need to be expenditures to third parties. Where practical, I intend to seek advance approval from the City Commission. Where not, I request the authority to use the Owner's Contingency to provide for Owner project costs outlined in the Agreement, and/or to execute other agreements with third-parties as may be necessary for the successful delivery of the Project. I will provide a monthly Owner's Contingency Report outlining its uses Guaranteed Maximum Price (GMP)Amendment for Clark Construction Group, LLC for the Miami Beach Convention Center Renovation and Expansion Project October 21, 2015 Page 7 of 7 by line item and the remaining balance. We will have a similar report from Clark related to the use of the Construction Manager's Contingency. Total Project Budget—The total project budget is $615,722,930. Schedule—The GMP amendment provides for a substantial completion date of June 30, 2018. Clarifications — The Clarifications outlines'assumptions Clark has made in the GMP when the 65% GMP Drawing Set was incomplete. This will assist Fentress with completing the design and with minimizing disputes as to what was included in the GMP. CONCLUSION / RECOMMENDATION The Administration recommends that the Mayor and City Commission hereby accept a resolution of the Mayor and City Commission of the City of Miami Beach, Florida, accepting, pursuant to article 6 of the Construction Manager At Risk Agreement ("Agreement") between the City And Clark Construction Group, LLC ("Clark") for the Miami Beach Convention Center Renovation and Expansion Project ("Project"), a Guaranteed Maximum Price ("GMP") for the Project in the amount of $515,458,058.00; approving and authorizing the Mayor and City Clerk to execute the GMP Amendment to the Agreement; authorizing the direct purchase of materials and equipment in accordance with the Agreement; authorizing the City Manager to bind coverage for builder's risk and other insurance for the Project, in an amount not-to-exceed $11,600,000.00 (net of non- construction related premiums for on-going Convention Center operations); establishing a City Contingency for the Project, for use by the City, in the amount of $35,000,000.00; and delegating to the City Manager the authority to use the City Contingency to execute any project-related agreements or contract amendments as may be necessary for the successful delivery of the project, with monthly reporting to the City Commission with regard to utilization thereof. 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MIAMI BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT CLAR K GMP Submission I October 15, 2015 CONSTRUC1I0 N EXHIBIT I Page 1 of 77 Table of ontents Section 1 : Project Executive Summary Section 2: GMP Price Summary Section 3: Scope Clarifications and Assumptions Section 4: Detailed Estimates Section 5: Preliminary Construction Schedule Section 6: Contract Documents EXHIBIT I Page 2 of 77 0 II SECTION 1 : PROJECT EXECUTIVE SUMMARY rn C1 rn r EXHIBIT I Page 3 of 77 Miami Beach Convention Center Renovation and Expansion Project Description The City of Miami Beach is pursuing an extensive renovation and expansion of its Convention Center. Virtually all mechanical,electrical, and low voltage systems will be removed and replaced. A new grand ballroom,VIP area, multiple junior ballrooms and meeting rooms, and two parking decks will be added in various locations throughout the project. A new curtain wall will wrap around the entire project and external fins will both control sunlight and provide a unique enclosure aesthetic. The East Concourse will be completely renovated with a new facade, pre-function area, meeting rooms, and extensive kitchen renovation. The floors and underground and overhead utilities in Exhibit Halls A and B will be removed and replaced. The area outside the North wall of the Exhibit Hall will be completely demolished and a new grand ballroom, meeting rooms, parking deck,and a completely reconstructed loading dock will be constructed in its place. A new valet drop off will provide convenient access to the pre-function areas. The construction team will withdraw from the site to facilitate Art Basel 2016. The East Concourse renovation will be substantially complete, both loading docks will be available for Art Basel load-in and load-out,and as much of the facility as practical will be available for use. The West Concourse will remain in its current condition. The focus will be on providing pre-function and ballroom space that can be safely occupied,as well as maximizing access to meeting rooms. After Art Basel 2016,the Convention Center will go dark until April 30, 2017, allowing construction to progress throughout the Convention Center. During this time,the bridge connecting the East and West Concourse will be removed-future access between the two main concourses will be via new construction on the North and South ends of the Exhibit Hall. The West Concourse and the floors and utilities in Exhibit Halls C and D will be demolished and reconstruction of these areas will begin. On May 1, 2017,the East Concourse and Exhibit Halls A and B will be opened for events. Construction will continue in the North,West, and South portions of the project, including Halls C and D. The construction team will again withdraw from the site to facilitate Art Basel 2017. The West Concourse will be available for use, although finishes will not yet be complete. The North Grand Ballroom and meeting rooms will also be available, provided safe access can be provided to these areas. The North parking deck will be available for use. After Art Basel 2017,work on finishes and systems will continue throughout the project,with Substantial Completion scheduled for June 30, 2018. EXHIBIT I Page 4 of 77 II SECTION 2: GMP PRICE SUMMARY hillilli 1 ' • r 41141111111 �, �_ r` e""r, ,: ' (D n _rt O. N 0 n CD (/) C 3 3 0 EXHIBIT I Page 5 of 77 Miami Beach Convention Center 65% GMP SUBMISSION Description GMP Trade Costs 410,205,803 Contractor Soft Costs General Conditions (Clark Staffing) 24,465,886 General Requirements 14,760,103 ** Payment & Performance Bond 3,708,000 ** GL Insurance 1,807,650 Construction Manager At-risk Fees (3.8% of the above) 17,288,003 * Construction Manager's Contingency 29,747,613 Convention Center GMP 501,983,058 Other GMP Items (Including all mark ups) P-Lot Park (Allowance) 10,000,000 Storm water Drainage Culvert 3,475,000 Subtotal 515,458,058 GMP Direct Purchase Tax Savings (6,000,000) Net GMP 509,458,058 *- %of Trade Costs plus General Requirements **- Calculated Based on a Projected$515M GMP Contract Value EXHIBIT I Page 6 of 77 MIAMI BEACH CONVENTION CENTER GMP SUBMISSION DATED OCTOBER 8,2015 A=B+C B C 65%GMP SUBMISSION LINE ITEM DESCRIPTION/BID PACKAGE TOTAL ALLOWANCES TRADE COST 1 STOREFRONTS 20,958,584 0 20,958,584 2 FINS 17,146,702 500,000 16,646,702 2a PREMIUM FOR ALUM FINS ILO FABRIC In Above 2b CMB CONTINGENCY FOR ALUMINUM FINS See Below 2c DESIGN ASSIST GLASS ALLOWANCE 500,000 500,000 0 2d JR BALLROOM CLG FIN ALLOWANCE 500,000 500,000 0 3 ELEVATORS/ESCALATORS 7,839,571 0 7,839,571 3a SHALLOW PIT ELEVATOR-PIT MOD ALLOWANCE 250,000 250,000 0 4 PLUMBING 22,270,000 0 22,270,000 5 HVAC 41,789,000 0 41,789,000 6 ELECTRICAL 71,849,219 0 71,849,219 7 AUDIO VISUAL(EXCLUDES CORAL FEATURE) 5,610,642 0 5,610,642 EARLY GMP DIRECT TRADE COST 188,713,718 1,750,000 186,963,718 8 DEMOLITION 6,533,720 0 6,533,720 9 ABATEMENT In Demo 10 SITE WORK/EARTHWORK/PAVING In Trades 11 EARTHWORK 2,465,222 0 2,465,222 12 ASPHALT PAVING 1,735,251 0 1,735,251 13 PAVEMENT STRIPING 171,091 0 171,091 14 SITE CONCRETE 3,864,246 0 3,864,246 15 UNIT PAVING 469,093 0 469,093 16 PILING 4,003,593 0 4,003,593 16a JET GROUTING 789,315 0 789,315 17 WET UTILITIES 4,140,000 0 4,140,000 18 DRY UTILITIES In Electrical EXHIBIT I Page 7 of 77 I MIAMI BEACH CONVENTION CENTER GMP SUBMISSION DATED OCTOBER 8,2015 A=B+C B C 65%GMP SUBMISSION LINE ITEM DESCRIPTION/BID PACKAGE TOTAL ALLOWANCES TRADE COST 19 DEWATERING 1,736,392 0 1,736,392 20 TRAFFIC SIGNILZATION 646,194 0 646,194 21 LANDSCAPING 2,168,517 0 2,168,517 22 SITE FURNISHINGS ALLOWANCE In Landscaping 23 CONCRETE 37,981,498 0 37,981,498 24 ARCHITECTURAL PRECAST CONCRETE 449,656 0 449,656 25 MASONRY 5,144,700 0 5,144,700 26 STONE In Alt#2a 27 STRUCTURAL STEEL/METAL JOISTS/DECK 45,084,138 2,810,000 42,274,138 28 MISCELLANEOUS METALS-ALLOWANCE 5,500,000 5,500,000 0 29 SPECIALTY FABRICATIONS(ORN METALS&ORN RAILS) 5,827,617 0 5,827,617 1 30 ROUGH CARPENTRY In Trades 31 FINISH CARPENTRY 5,623,330 25,000 5,598,330 32 WATERPROOFING 5,087,683 0 5,087,683 32a AIR BARRIER 1,032,500 0 1,032,500 33 CAULKING 150,000 150,000 0 34 EXPANSION JOINTS 1,020,019 0 1,020,019 35 BULDING INSULATION(SPRAY) 161,317 0 161,317 36 FIREPROOFING 1,369,312 0 1,369,312 37 ROOFING 4,040,317 0 4,040,317 38 SKYLIGHTS Deleted 39 PHOTOVOLTAIC Excluded 40 H.M.DOORS/FRAMES 2,441,150 0 2,441,150 41 ENTRANCE MATS AND GRILLES 563,594 0 563,594 42 OVERHEAD DOORS 769,421 0 769,421 42a WON DOORS 138,495 0 138,495 43 INTERIOR GLAZING 1,788,400 0 1,788,400 44 SEALED CONCRETE In Painting 45 LATH/PLASTER/STUCCO In 09 2900 46 DRYWALL 35,935,456 0 35,935,456 EXHIBIT I Page 8 of 77 MIAMI BEACH CONVENTION CENTER GMP SUBMISSION DATED OCTOBER 8, 2015 A=B+C B C 65%GMP SUBMISSION LINE ITEM DESCRIPTION/BID PACKAGE TOTAL ALLOWANCES TRADE COST 47 GLASS TILING In Tile 48 CERAMIC TILE/MARBLE/GRANITE 1,381,705 0 1,381,705 49 ACOUSTICAL METAL CEILINGS In Drywall 50 ACOUSTICAL CEILINGS In Drywall 51 STRETCHED FABRIC CEILING SYSTEMS In Drywall 52 SOUND ABSORBING WALL UNITS 1,836,331 0 1,836,331 53 CARPET AND RESILIENT 3,444,890 650,000 2,794,890 54 TERRAllO 3,262,677 0 3,262,677 55 RESINOUS FLOOR 158,560 0 158,560 56 PAINTING 4,198,731 0 4,198,731 57 DIVISION 10 In Below 58 LOUVERS 433,354 0 433,354 59 VISUAL DISPLAY SURFACES By Owner-FF&E 60 TOILET COMPARTMENTS 786,641 0 786,641 61 CUBICLE CURTAINS Not Applicable 62 WALL PROTECTION-ALLOWANCE 95,000 95,000 0 63 TOILET AND BATH ACCESSORIES 325,419 0 325,419 64 FIRE EXT.-ALLOWANCE 110,014 110,014 0 65 LOCKERS 29,630 0 29,630 66 FLAGPOLES In Alt#2a 67 SIGNS 685,443 0 685,443 68 OPERABLE PARTITIONS 4,822,150 75,000 4,747,150 69 FABRIC WRAPPED ACOUSTIC PANELS In Drywall 70 FOOD SERVICE 2,154,900 0 2,154,900 71 APPLIANCES In Food Service 72 PARKING CONTROL AND DOCK EQUIPMENT 138,173 0 138,173 73 LOADING DOCK EQUIPMENT 62,230 0 62,230 74 ROLLER SHADES-ALLOWANCE 1,600,000 1,600,000 0 75 FOUNTAINS In Alt#2a 76 SPECIAL CONSTRUCTION _ Not Applicable_ EXHIBIT I Page 9 of 77 MIAMI BEACH CONVENTION CENTER GMP SUBMISSION DATED OCTOBER 8, 2015 A=B+C B C 65%GMP SUBMISSION LINE ITEM DESCRIPTION/BID PACKAGE TOTAL ALLOWANCES TRADE COST 77 WINDOW WASHING EQUIP/FALL PROTECTION-ALLOWANCE 250,000 250,000 0 78 CORAL MEDIA FEATURES-STRUCTURE ONLY EXCLUDED 79 FIRE SPRINKLERS 5,035,000 0 5,035,000 80 DIRECT MATERIAL PURCHASE Below Line 81 FINISHES FOR REMOVED CORAL FEATURE-ALLOWANCE 350,000 350,000 0 82 CANAL SEAWALL ALLOWANCE 1,500,000 1,500,000 0 TOTAL DIRECT TRADE COST 410,205,803 14,865,014 395,340,789 EXHIBIT I Page 10 of 77 II SECTION 3: SCOPE CLARIFICATIONS AND ASSUMPTIONS aA i� ., s �_ . T • -o N 11 O C 0 C n 0 n 0 0 0 Q D N C 3 0 0 EXHIBIT I Page 11 of 77 `� Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 General Clarifications: Division 2: 1) We have assumed that existing foundations do not conflict with the new work and can remain in place unless otherwise shown on Contract Documents. 2) We have assumed that temporary or permanent bracing of existing columns along grid lines '16'and '17' near the existing bridge "to be removed", is not required. It is our understanding these columns support the existing exhibit hall roof structure and are not braced nor connected to the existing bridge structure to be demolished. 3) It is assumed that the demolition of the small band shell building on Washington and 21st Street will be done by the City which is also building the underground pipe along Washington Ave. 4) Plans note several locations for underpinning. We have excluded any underpinning of existing foundations. 5) Plans require soil stabilization under existing foundations per the geotechnical report. We have included soil stabilization for ninety (90) existing spread footings. Stabilization is included from bottom of the footings to the top of the upper limestone layer as shown in the Geotechnical Report For Civil Improvements&Structures dated 08.06.2015&08.07.2015. 6) We have included the quantities of"Asbestos Containing Materials" as indicated in the asbestos survey report summary for the Youth Community building dated Dec 17, 2014. We have included only the quantities of Asbestos Containing Materials (ACM) identified in the asbestos survey report summary for the Convention Center building dated Feb 2015. We do not include the cost of any additional hazardous material surveying or testing. The quantities have been calculated based on the assumption that all of the specific type of material in a given area where positive sample results were obtained are positive for ACM. The hazardous material report includes certain areas of the existing exhibit hall perimeter block wall as containing vermiculite. We have assumed this wall to be hazardous material and have included the appropriate abatement. Abatement of concrete block walls with asbestos containing vermiculite will be completed by contained demolition of the portions of the block wall which are confirmed to have ACM vermiculite fill. Combined debris will be handled separately from other demolition debris and hauled to an approved disposal facility. 1i EXHIBIT I Page 12 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 7) Recycling and waste disposal records will be provided as required for to meet the LEED requirement for recycling, however many requirements listed within Specification 01-7419 specifically sections 3.2 and 3.4 cannot be met due to constraints of the project. Division 3: 8) Elevations 9/A5122 and 2/A5123 indicate openings in the perimeter of the helix walls with a railing system. We have included concrete walls at these locations per the structural plans and an ECP_1 finish to match adjacent surfaces. 9) Epoxy reinforcing is included at the north exterior terrace and stair. 10) Temporary bracing and shoring for single story linear shear walls, and the elevator/stair shear walls is not included in the Contract Douments and therefore not included in the GMP. 11) PCW-2 is called out on the plans where 3 piles are required. We have included PC-3W pile cap at these locations. 12) We have assumed all grade beams at inner and outer core of helix structures are GB-20. All other grade beams at the helix cores are assumed to be GB-1. 13) The following information is not included in the.Contract Documents but has been included in the GMP: a) 52106 - along grid U from 3.81 to 7 include 30" x 24" wall pilasters from top of footing to 6" below TOS per detail 1/S3301. b) S2116 - Include 2 each 24" x 24" pilaster as noted from top of footing to 6" below TOS. Wall footing at these 11 pilasters to be widened to 6' 6" wide x 36" for pilaster support (9 locations) where pilasters are not located on an existing footing.All vertical pier dowels located on existing footings to be drilled/grouted or epoxy'd into existing footings 4" minimum. c) S2126/S2127 - along grid 25 from grid Q.2 to U include 36" x 24" wall pilaster (9 each) to 6" below TOS similar to detail 1/S3301. Wall footing at these 9 pilasters to be widened to 6'6"wide x 36"for pilaster support. d) S2127 - include one pier at grid P.63 for steel column just north of grid 24.5 on existing footing. Pier to be 24"x 24". Include 8 each drilling of vertical dowels into existing footing. e) S2128 to S2130 - along grid 25 from grid A to J.47 and at grid J.47/23.89 include 48" x 24" wall • pilaster(13 each)to 6" below TOS similar to detail 1/S3301. f) S2107 - along grid 6.9 at grids P.64, P.35, N.53, N.1 include 16" sq piers from top of existing footing to 12" below TOS. Tops of existing footings are 6.34' below TOS. Include 6 ea drilling & epoxying of dowels into existing footings for each pier. g) 52108-along grid 6.9 at grids J,J.53,J.99, K.43, L, L.55, M include similar piers to above. Existing footings are 6.34' below TOS. h) S2109-along grid 6.9 at grids G.67, H, H.33, H.71 include similar piers to above. Existing footings are 6.34' below TOS. 21 EXHIBIT I Page 13 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 i) S3302-add 24" square fdn piers @ all special shape pile caps to 12" below TOS.Top of pile caps this sheet are 2' 8" below TOS. Where conc pier is located on existing pile cap, include 8 ea drilling&epoxying of dowels into existing footing. j) Ref.sheets S2116 thru S2119. New steel columns will be supported on conc piers at grids Q.4,Q, P, N, M, L, K,J, H and south of H. Conc. Piers are 36" sq with top elevation 12" below TOS. Piers located at existing footings that are 5.67' below TOS. Include drilling & epoxying of 8 ea #10- vertical dowels at each pier 15" into the existing footings. k) S2102-we have assumed large pilasters along grid NE2 are 48'x 48'. I) S2106-we have included 24" x 30" wall pilasters from top of footing to 6" below TOS along grid U from 3.81 to 7. 14) Tops of foundations are included as 12" below either top of slab or exterior grade where applicable unless specifically noted otherwise on the drawings or in these clarifications. 15) PC-9 pile cap is not indicated on sheet 53102. PC-9 is assumed to 7.84'square by 49"thick. 16) Ref. S2119 -there are 2 new steel columns shown along grids 16.1 and 16.9 roughly 22' west of grid H. These columns require new spread footings. We have included 10'sq x 2'6"thick footings. 17) Ref. S2118 - new steel column at grid L/16.1 requires a new spread footing. We have included a 12' square x 3'thick footing. 18) S2107/S2108-The walls between grids 5 & 7 are masonry on thickened SOG per detail 16/S3201.There are no wall footings or conc foundation walls at these locations. 19) The tops of new foundations along the east exterior wall are included at depths equal to the existing foundation elevations. Where existing column footings exist at the new perimeter wall location,the new wall footing will be placed between the existing footings. 20) Other than as indicated in RFI#74,the back side of the concrete crash walls at the rooftop parking levels are exposed grey concrete with an as-cast finish. We have not included an architectural concrete finish or applied coating/paint to these surfaces. 21) We have assumed the raised curb islands/toppings at the parking decks are all integral with the topping slab placed over the roof insulation per detail 5/A7212. 22) Reference elevator pit at grids on sheet S2109. Plans do not indicate how the new mat foundation is tied to the existing spread footing. We have included drilling & epoxying of dowels into existing footing to match size and spacing of mat reinforcing. Depth of embedment will be similar to details on S3302. This requirement applies to all similar conditions where new shear walls continue from new foundations over the top of existing spread footings. See sheet S2124 for an example of this condition north of grid G/19.9. 31 EXHIBIT I Page 14 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 23) We have excluded sloping concrete structures to drains under thin-set tile. 24) We have included pouring the slab on metal deck to the thicknesses indicated and have assumed that temporary shoring for the slab on metal deck during concrete placement is not required. We have included an additional 1/2" of concrete at the slab on metal deck area as indicated in the structural notes on drawing 50002. 25) Reference spec. 03 3000 para 2.7- Per discussion with Wallace Engineering,fibrous reinforcement is not required. 26) All parking level topping slabs placed on the waterproofing/rigid insulation are included as 4" thick. We have included tapered insulation to provide the slopes indicated on the drawings. 27) The foundation plans indicate new pile caps that overlap existing foundations. Notes indicate to demolish existing footings as necessary.The existing foundations at the west addition are on piles. Some of the existing piles may interfere with new pile cap and auger cast locations. We have included an allowance of $25,000 for any foundation/structural modifications that are on shown in the Contract Documents and may be required. This allowance includes all demolition and new construction. Redesign of the foundations and structure if necessary is not included as part of this allowance. 28) Reference sheet S2126 - We have assumed the strip footing and wall along grid 25 from grid Q to U is 3.5'wide x 1.5'thick. similar to east wall foundation noted on sheet S2116. 29) Reference S2127 &S2128-We have assumed wall footing at loading dock to be 4'wide x 1.5'thick. Wall footing to be 12" below top of dock slab elevation.This footing size applies from grid J.47 to P.63. 30) Reference S2128 thru 52130 - We have assumed wall footing along grid SW3 from grid A to J.47 and along grid 1.47 from SW3 to 23.18 is 3.5' wide x 1.5' thick. Foundation wall to be similar to east wall foundation noted on sheet S2116.Top of footing to be 12" below exterior grade. 31) The Geotechnical Report requires "stabilized subgrade"for the 8" slab on grade in Exhibit Hall, however the report does not contain sufficient information to determine whether or not such stabilization is required, therefore we have assumed the existing soils will meet the requirements for 'stabilized subgrade' and have not included costs to strip and replace the subgrade with new and/or blended materials. Stabilized subgrade will be 4" thick and covered with 4" of limerock base material meeting specification section 03 3000, para. 2.9.B. 32) For all 4" - 6" building slab on grade areas, slabs will be placed directly on the stabilized subgrade. We have not included any limerock base materials at these locations.Vapor barrier will be provided 41 EXHIBIT I Page 15 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 33) Specification 03 3000 makes reference to silica fume. Silica fume is not included in any of the cast-in- place concrete work. 34) Reference plan S2409 - the structural drawing indicates '10" THICK CONC WALL' along grid E.8. The perimeter walls for the MEP spaces at this location are CMU (EWS-01) on the Architectural Drawings . We have included CMU walls at this location as shown in the architectural drawings. 35) Reference S2127 - All exterior steel columns at south dock area have been included with 30" diameter column encasement as called out on north end.There are 7 locations on south end. 36) The following information is not included in the Contract Documents but has been included in the GMP: S2106-4'x4'x12". Footing depth 12" below TOS. S2111-2 each 4'x4'x12". Footing depth 12" below TOS. S2116-3 each 4'x4'x12". Footing depth 12" below TOS. S2121-4'x4'x12"1. Footing depth 5'6" below TOS to match existing footing depths. S2121-8'x6'x18". Footing depth 5'6" below TOS to match existing footing depths. S2126-8'(8'(18". Footing depth 6'6" below TOS to match existing elev pit depth. Division 4: 37) We have assumed that epoxy coated and galvanized rebar is not required for precast elements. Division 5: 38) We have assumed that there are no limitations on the erection sequence of structural steel other than those listed on the plans which reference the installation of the exoskeleton in relation to the roof deck structure. 39) We have included the "Open" stairs, ST1.01.02, ST1.15.01, ST1.25.01, ST1.06.02, ST1.26.01 (A2801; A2807; A2808) as the ornamental stair systems per Specification 05 7100 - Decorative Metal Stairs. All other stairs have been included per 05 5113-Metal Pan Stairs. 40) We have included 25 locations for additional floor/roof opening that will require framing per 25/S5003. 41) The following beam sizes are not included in the Contract Documents but have been included in the GMP: -Un-sized with no beam depths have been included as-W18x35 -W8 sections have been included as -W8x15 -W12 sections have been included as-W12x35 -W14 sections have been included as-W14x22 5 EXHIBIT I Page 16 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 -W16 sections have been included as-W16x31 -W18 sections have been included as-W18x35 -W21 sections have been included as-W21x44 -W24 sections have been included as-W24x55 -W27 sections have been included as-W27x84 -W30 sections have been included as-W30x90 -W33 sections have been included as-W33x118 -W36 sections have been included as-W36x135 - W40 sections have been included as-W40x149 - W44 sections have been included as-W44x262 42) The following information is not included in the Contract Documents but has been included in the GMP the existing steel joists that need to be reinforced are 22"deep(a 22H7 joist). a) It is assumed that based on the details on S5008, that there are six (6) web members on each end of the joist, for a total of twelve (12) web members per joist that are required to be reinforced. 43) The following information is not included in the Contract Documents but has been included in the GMP: the splice detail (E/S5008) that has to be reinforced for the existing joists, is required and we included one(1)splice per joist. 44) We have included the costs associated with inspecting the existing shop welds at existing joists prior to reinforcing them. We have not included any cost associated with the remediation of any deficiencies uncovered during the inspection and testing. 45) We have included the un-sized bridging trusses at 375#/LF of truss including connections. 46) We have assumed all interior bollards to be pipe steel units with steel cap plates bolted to the slab on grade. We have included bollard footings and concrete fill per detail WS32/C5.18 for exterior bollard only.All bollards in the north loading dock area are considered to be per detail. 47) Removeable bollards are not shown on the Contrct Documents and we have not included any costs associated with the removable bollards on C5.18. Division 6: 48) We have included the millwork/finish carpentry as specified and have assumed that the millwork materials do not have to be sourced locally as the specified materials do not satisfy these requirements. 6 EXHIBIT I Page 17 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 49) We have included aluminum reveals for the wood wall panels in accordance with the basis of design system and have not included stainless steel reveals. 50) Specialty subcontractors have indicated that there has been problem with staining and discoloration of eucalyptus where fire-retardant cores are used,therefore we cannot guarantee the stability of the finish of the wood veneers. Division 7: 51) We have assumed the fireproofing based on a thermally unrestrained beam system. 52) We have included traffic coatings as specified in 071800 in the following locations: Chiller Plant Room 2.28.04, Pump Station Equip Room ST4.29.04, Pump Station Generator Room ST 4.29.05, MEP Room 4.29.03,TR Rooms at Level 4 as shown on A2433 (10 ea.)and detailed on A6225. 53) Spray on sound proofing on the exhibit hall ceiling will only be removed from the bottom "flats" of the metal decking and not the flutes in between which will leave a flat surface to apply the new sound insulation. Division 8: 54) We have included a 5 year installer warranty for the exterior storefront and curtain wall. 55) Sheet A2129 column line 23.1 & G.7 elevations show a empty entry at restroom 1.29.13. The opposite restroom has a overhead door 1.29.02. We have assumed a overhead door to match 1.29.02 is required for restroom 1.29.13. 56) We have included an alternate overhead door manufacturer-McGuire. 57) The following doors are shown on the plans but not labeled, however they appear to fit the description of doors listed on the door schedule which do not appear on plans: 4.29.01, 4.29.06, 1.06.06, 1.26.09, 1.26.27, 1.29.19, 1.30.23, 2.27.05, 2.27.08, 3.16.02, 2.19.07, 2.07.34, 2.07.35, 2.09.63, 2.09.64, 1.26.20, 1.29.06. 3.16.01. 58) There are eleven (11) openings for double hollow metal doors that are shown on the Contract Documents but not labeled. We have assumed doors shown but not listed on the Door Schedule to be 6'-0"x 7'-10" Hollow Metal Frames with Wood Doors. 59) Type 2 Aluminum frames are listed on the door schedule however do not appear in the specifications. We have assumed these Type 2 Aluminum Frames for Wood Doors at Portals to be knockdown aluminum frames,similar to Raco Aluminum Frames. 71 EXHIBIT I Page 18 of 77 • • Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 60) There is a pair of double doors at Service Corridor 2.09.16 that does not appear on the door schedule. We have assumed these doors to a 6'-0" x 7'-10". 61) We have assumed the loading dock levelers to have a total capacity of 60,000 lbs. 62) We have assumed the loading dock leveler curb angles are galvanized and the levelers as two-coat baked-on finish per the specifications. 63) We have included the "Won Doors" as specified, but will require design guidance as to their application and use during fire alarm events and use for the smoke exhaust system. Division 9: 64) We have assumed that color coding of exposed MEP piping, conduit, etc is not required. Piping ID is provided per Contract Documents. 65) We have assumed that painting of the exposed concrete walls at the parking level, helix ramp walls, roof and canopy slabs is not required. 66) We include sealed concrete at service corridors in lieu of rubber flooring as noted in Finish Type F-23 as the hatching was removed from the floor plans. Division 10: 67) We have included operable partition finishes in accordance with the schedule on drawing A0016 with materials as specified in section 09 0002. The restroom partitions will be solid partitions painted P-1. 68) We have included a single operable partition for one east-west division of the restroom per A2703 and extra track to allow it to move between the three separate positions shown. We have not included any storage space or pocket doors as none are shown. 69) We have assumed a 3/8" thick aluminum for Sign Types C1, C2 per the drawings however the specifications state 3/4". 70) We have assumed the following for sign types shown but not specified: a) Sign Type E 1/8" photopolymer face with 1/4" acrylic backer b) Sign Type F.3 7.25"tall x 1.5" deep with stainless steel letters c) Sign Type R 2" deep aluminum sign with silk screened copy suspended by stainless steel cables. 81 EXHIBIT I Page 19 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 71) We have assumed Sign Type 0 as 1/8" photopolymer mounted to 1/8" acrylic backer per the drawings however the specifications state 3/8". 72) We have assumed Sign Type T2 to be wall mounted per the specifications. Division 14: 73) Freight Elevator speeds have been included as 75fpm in lieu of the specified 150fpm if the 150 FPM is not achievable.due to platform size and capacities shown. Division 21: 74) We have assumed that fire protection is not required at the cooling towers. Division 22 and 23: 75) We will endeavor to include factory mounted controls on HVAC Equipment, however this will need to be coordinated with the selected building controls vendor. 76) We have included cutting and capping of the geothermal system within the building for abandonment by others. 77) We have included supplemental cooling at LED display walls in West Lobby utilizing chilled water fan coils. 78) We have included supplemental cooling for TE-1 Rooms utilizing chilled water fan coils. 79) We have not included insulation of the condenser water piping or vertical storm piping per discussion with ME Engineers. a) We have included insulation on domestic cold water piping. 80) We include schedule 40 PVC piping for underground and above grade storm and sanitary except for ceiling plenums. 81) We have assumed that trap guards for the exhibit hall floor boxes will be allowed by the AHJ and that trap primers are not required. 82) We have included replacing existing Cooling Tower spring isolators and seals between cells per direction by ME Engineers during the early GMP subcontractor interviews. 9 EXHIBIT I Page 20 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 83) We have included double wall (non perforated.) ductwork with solid liner for Exhibit Hall , Level 4 Prefunction and Level 2 NE Terrace. 84) We have included harmonic analysis for the VFD's. We have not included any costs associated with harmonic filters if required by the harmonic analysis. 85) We haven't included hangers for underground piping. 86) We have not included any work in relation to the gas meter as this work should be performed by the utility company. Utility company charges are by the Owner. 87) We have not included beverage conduit as it is not shown on the documents and was confirmed by the MBCC Operator as not being required during the early GMP subcontractor interviews. 88) We have included plenum rated cable for BMS control wiring in areas above accessible ceilings and conduit for exposed areas. Specification 23 0900 requires conduit in all locations however was confirmed to not be required by ME during the early GMP subcontractor interviews. Division 26: 89) We have included raceways only for the building wide Wi-Fi system and cellular distributed antenna system. We have assumed that all active equipment and cabling will be provided by others. We have included the category 6A cabling to the wireless access points and jacks terminating the cable to the wireless access points. 90) We have included the first responder system DAS as a performance specification, in compliance with NFPA 72. 91) We have not included handheld tablets for the building systems including Video Surveillance, Access Control, Fire Alarm and Building Automation as requested by DLAA email on September 14, 2015. 92) It is understood that FP&L does not allow outside firms to work within their electrical vaults, and that all work interior to the vault is by FP&L. We have assumed that FP&L will provide connection the utility vault equipment including the connection of all terminations. a) Per FP&L requirements, we have included bus duct stubbed into the utility vaults to serve as feeds to the major power equipment. FP&L, according to their custom, will make the final connections within their vaults and energize the equipment feeders. 93) We include the use of compact aluminum conductors for all electrical feeders for circuits rated at 200A and above. 10 EXHIBIT I Page 21 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 94) We include the use of MC cable to the extent allowed by the National Electrical Code. MC Cable will not be used in exposed areas. 95) We have included standard Cat 6A cabling to serve the exhibition hall floor boxes as shown on the Contract Documents as there is not a Cat 6a certified for wet areas. 96) We have assumed that the existing distributed antennae system (DAS), which is owned and operated by others,will be removed and decommissioned by others. 97) We have assumed that the lighting layouts and fixtures specified on the electrical lighting plans are adequate to meet all photometric requirements. a) We have included 300 linear feet of undimmed LED strip task lighting for use at the project casework as the lighting is not detailed on the plans. 98) Per discussions with Fentress, we have assumed that the Contract Documents will be modified to show the permanent Fire Command Center within the East renovation area to allow for the relocation/enabling to be completed during 2016 in the East Concourse renovation. Division 31: 99) The foundation plans show augercast pile locations within the footprint of existing foundations that remain. We assume these piles are not required and have excluded any provisions for installing piles thru existing foundations. 100) We have included a total of 2,264 (excluding the pavilion) augercast piles at an installed length of 40 lineal feet per pile. The installed length is from pile tip to cut-off elevation within the pile caps. We have assumed the GMP will be adjusted per each pile for additive or deductive pile length. In addition to the 40' installed length,we have included an additional 4' of pile at 1,320 piles of the 2, 264 piles as shown,where TOS is at 100.34'. 101) We have included a grout factor of 1.15 beyond theoretical volume, the GMP will be adjusted should there be a variance from the theortetical volume assumed. Division 32: 102) We have assumed that the sub grade material under the exiiting roadways can be compacted in place to 98%without removal, replacement or amending with additional material. We have included one (1) layer of geofabric for all asphalt and concrete pavement sections. Geofabric is not included at sidewalk areas. a) We include pavement sections per Miami Dade standards. We have not included any additional costs due to differing CBR conditions. 11 EXHIBIT I Page 22 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 103) We have only included capping, closing, abandonment and/or relocation of existing utilities shown on the Contract Documents. 104) The Contract Documents require all existing underslab utilities to be removed. We include capping and abandoning-in-place the deep buried 30" and 36" storm sewer main lines under the Exhibit Hall where we determine they arenot in conflict with the new work. We include lean mix grouting of all other existing storm sewer lines in place where not in conflict with location of new lines. 105) We have assumed that the existing geothermal wells can be used for dewatering. Following the completion of dewatering activities we have included costs to decommission the wells. 106) Consistant with the Contract Documents, we have included cutting, patching, milling and resurfacing of the asphalt per the Contract Documents. We have not included the replacement nor re building the paving from curb to curb therefore we are not responsible for the performance of the portions of roadway(s) not replaced as a portion of our work. 107) Per discussion with the Owner, the Central Coral Feature including audio visual systems are not included in the GMP. 108) Per discussion with the Owner, Alternate 1 Existing Roof Replacement and Alternate 4 Roadway Pavement Section are not included in the GMP. ALLOWANCES 109) We have included the following allowances within our GMP: a) We have included an allowance of $500,000 for exterior fins/trellis and structure at the VIP ballroom. (See Line Item#2) b) We have included an allowance of$500,000 for exterior glazing and storefront glazing issues that may be discovered and will need to be resolved during the design-assist process. (See Line Item #2c) c) We have included an allowance of $500,000 for interior ceiling fins at the VIP ballroom. (See Line Item #2c) d) We have included an allowance of $250,000 for Elevator 16.01 structural and elevator modifications to resolve the installation of elevator EL16.01. The allowance is to account for changes required to the structure or elevator to install this equipment. (See Line Item#3a) e) We have included an allowance of$2,810,000 for structural steel associated with the items i, ii and iii below. (See Line Item#27) i) We have included an allowance of $2,000,000 for the additional structural steel required per S0002. 12 EXHIBIT I Page 23 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 8, 2015 GMP Clarifications Part 1 ii) We have included an allowance of 200 locations at $500/assembly for slide bearing assemblies as no specification for them has been provided. iii) We have included an allowance of 1,000 locations for the joist reinforcing detail on S5007, as the number of locations that will require this reinforcing is not shown at this time. f) We have included an allowance of$5,500,000 for miscellaneous metals as the scope is incomplete on the Contract Documents. (See Line Item #28) g) We have included an allowance of $25,000 for testing of fire-rated assemblies for the millwork scope of work as may be required by Miami Dade county. (See Line Item#31) h) We have included an allowance of$150,000 for miscellaneous caulking as the scope is incomplete on the Contract Documents. (See Line Item #33) i) We have included an allowance of $650,000 for moisture mitigation for moisture sensitive floor toppings. (See Line Item#53) j) We have included an allowance of $95,000 for wall protection (corner guards, plastic/vinyl sheet wall protection, bumper/chair rails, etc.) as the scope is incomplete on the Contract Documents. The steel wall protection system channels and bollards at the parking garage and service corridors have been included separately.(See Line Item#62) k) We have included an allowance of$110,014 for fire extinguishers and cabinets. The fire hose valve cabinets have been included separately. (See Line Item#64) I) We have included an allowance of$75,000 for refurbishing of existing operable partitions in Level 2 meeting rooms in Areas 21 and 26 which are noted to be existing to remain. (See Line Item#68) m)We have included an allowance of $1,600,000 for window treatments. Detail 6/A9301 shows a track mounted to the vertical tube which would require additional motors when the shade intersects the horizontal tubes. (See Line Item#74) n) We have included an allowance of$250,000 for window washing. (See Line Item#77) o) We have included an allowance of $350,000 to provide finishes where the Central Coral Feature was removed. (See Line Item#81) p) We have included an allowance of $1,500,000 for modifications of the canal sea wall. (See Line Item#82) q) We have included an allowance of $50,000 for the costs related to using a Dispute Avoidance Panel. (See General Requirements) r) We have included an allowance of$10,000,000 for the costs related to the P Lot Park and Pavillon. (See Project Cost Summary) 13 I EXHIBIT I Page 24 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 2, 2015 GMP Clarifications- Part 2 Clarifications: 1) The GMP does not include any Direct Purchase Program sales tax savings at this time. As materials are purchased through the Direct Purchase Program in accordance with the Contract Documents, the GMP will be reduced accordingly. 2) We include color and pattern selections from manufacturer's standard colors and patterns where finishes are not provided or yet to be selected by the Architect. 3) We have not included any requirements for design, engineering and certifications by registered and/or professional engineers not expressly identified in the Contract Documents. 4) We have assumed the Engineer of Record will be responsible for updating the project BIM file for changes in design issued by the Architect-Engineer. Construction Manager's and Architect- Engineer's responsibilities regarding BIM are otherwise set forth in Division 1 of the Specifications. 5) We have assumed that the existing systems where required for temporary use or existing to remain are in good working condition, will be properly maintained by the City throughout the construction period, and do not require any upgrades or repairs unless expressly shown on the Contract Documents. We have assumed the new systems where required for temporary conditions, will provide the necessary temperature control. a) We have included filters for all return ductwork on existing or new systems when used for temporary construction. We have assumed duct cleaning is not required. 6) We do not include any costs for work associated with utility company charges including but not limited to permanent power, telephone or gas service to the Project. 7) We have assumed the existing gas service within the P Lot will be relocated by others prior to the P Lot construction commencement. 8) We have assumed that permitting costs are paid directly by the City. 9) We have assumed the City will pay for any usual and customary deposits as required by subcontract, supplier, or vendor agreements in accordance with the approved draw schedule. Prior to issuance of NTP2, any non-refundable deposits, if any, must be approved in advance by the City. 10)We have assumed that no new work is required associated with the existing kitchen other than 2 hour firewrap of the existing ductwork. l I EXHIBIT I Page 25 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 2, 2015 GMP Clarifications- Part 2 11) The GMP Proposal is based on the following assumptions and clarifications, which will supersede any related provisions appearing elsewhere in the Contract Documents, the intent being to override such provisions, as opposed to creating conflicting provisions: a) Per discussions with the City's AHJ, modify Article 2.7.10 - Permits, to include the following: i) Immediately following submission by the Architect-Engineer to the City AHJ of the DERM-approved permit set of drawings, which will occur no later than 12/3/15, the AHJ will issue one building permit for the entire project, except the P-Lot Park and the seawall. Changes to the permit set required by the AHJ will be incorporated into the Construction Documents. Any additional costs or time resulting from such changes will be resolved in accordance with the Agreement. ii) The AHJ will issue a separate permit for certain non-structural enabling work prior to issuance of an NTP for such work by the City, which NTP will be issued on or before 11/5/15. iii) The Architect-Engineer will prepare documents, including life safety plans for events (which will not be required for load-in and load-out), required to obtain event-related permits from the AHJ, except for documents related to providing temporary support of existing structures and temporary windstorm protection, which will be prepared by the CM. iv) When otherwise code compliant egress or other life safety provisions are not practical due to construction activity, Fire Department must review and approve life safety plans to protect the public during events, which may include fire watch conditions. v) The City will pay for all required permits, including all building, trade, and work performance related permits, as well as any other fees that may be required by the City or any other government entity or utility related to the project (CM is not aware of any such other fees at this time). vi) The AHJ will make available up to 4 building inspectors, and one fire inspector as required for the Project. City will provide up to 2 threshold inspectors as required for the Project. vii) An NOA is not required for the fins. viii)Construction Manager has included an allowance of $613,000 within the GMP (as part of the General Requirements) to provide for life safety costs related to events taking place at the MBCC. If additional funds are needed in excess of this allowance, the first $500,000 shall be funded from the CM Contingency, and the remainder from the City's Contingency. b) Utilities i) The City will maintain (i) existing systems for as long as they remain in use, and (ii) new systems after they are turned over to the City, in order to maintain proper temperature and smoke control as required for occupancy 2 EXHIBIT I Page 26 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 2, 2015 GMP Clarifications- Part 2 and use. Construction Manager will maintain all systems, as required for construction purposes, during the period after Art Basel 2016 through April 30, 2017. Warranties on new systems will start after turnover of each discretely identifiable portion of each system to the City, and City's acceptance thereof in accordance with the Contract Documents. Construction Manager anticipates that turnovers will occur no earlier than on May 1, 2017 for eastern portions of the Work; December 1, 2017 for the portions of the Work that include the north ballrooms and western half of the main Exhibit Halls; or at Substantial Completion, whichever date is the earliest to occur. ii) Utility providers will separate and relocate all utility services to buildings other than the MBCC, to those buildings. iii) Work to be performed by others; such as pump stations, work by outside service providers and primary power; will be performed and completed as required to keep systems functioning in occupied areas and facilitate the progress of the Work, provided that nothing herein shall relieve Construction Manager of any of its obligations under Article 10 of the Agreement or other provisions of the Contract Documents. The timing of this work will be included in Construction Manager's baseline schedule. c) Scope i) The Architect-Engineer will incorporate into the Construction Documents the design revisions required by the Clarifications and Assumptions included in the GMP Proposal. ii) Replace the first paragraph of Section 6.4.1 with the following: Construction Manager's Contingency. The Construction Manager's Contingency shall be for the Construction Manager's use against risks assumed by Construction Manager in providing the GMP, including the reasonable and necessary costs incurred by the Construction Manager due to (1) costs of the Project pursuant to Section 8.2 that were not reasonably quantifiable as part of the GMP Amendment, but are reasonably foreseeable and/or inferable from the Contract Documents, (2) unforeseen circumstances relating to construction of the Work not directly or indirectly attributable to Construction Manager's (or its Subcontractors or Suppliers) noncompliance with the Contract Documents, and which result in unavoidable increases in the Cost of the Project ; (3) increased costs/escalation resulting from the Subcontractor and Supplier bidding process due to changed market conditions, as measured against a relevant market index selected by the City; (4) increased Costs of the Project solely to the limited extent resulting from specific matters set forth in the Construction Manager's written report identifying appropriate comments pursuant to Section 2.5.2.4, following Construction Manager's review of the Construction Documents as set forth in Section 2.5.2.4; (4) costs for implementing a hurricane preparedness plan pursuant to Subsection 2.7.17.16, and further provided that all such costs and expenses must be a Cost of the Project. If bids are received below the applicable line items in the 3 EXHIBIT I Page 27 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 2, 2015 GMP Clarifications- Part 2 GMP, the buyout savings or surplus will be added to the Construction Manager's Contingency. If bids are received above the applicable line item in the GMP, the deficiency will be charged to the Construction Manager's Contingency, however such events shall not be cause to increase the Base GMP. If any costs funded from the CM Contingency are subsequently determined to be the responsibility of the City payable from the City's Contingency pursuant to Section 6.4.2, City shall reimburse such costs, via Change Order. Replace Section 6.4.2(b)with the following: Changes to the Work if ordered by agencies having jurisdiction, provided such Work was not reasonably inferable from the Contract Documents and directly results from City's issuance of a Notice to Proceed prior to obtaining full permits thereon. iii) Construction Manager may issue RFI's with suggested responses included and will proceed in accordance with such responses (commonly known as a "confirming RFI's"), subject to the objection of the City. iv) The Architect-Engineer will provide a design to accommodate a 4 inch difference in top-of-slab elevation between East and West Exhibit Halls during Art Basel 2016. We have included the design solution as identified as option "B" as discussed in the Art Basel meeting dated Sep. 22, 2015. d) Schedule i) City anticipates that NTP2 shall cover the balance of the Work for the Construction Phase, less the P-lot park. With respect to the P-lot park, the Architect-Engineer will work with the Construction Manager to develop a design for the P-lot park within the $10 million allowance line item included in the GMP. Any amounts required for the P-lot park in excess of the allowance will require City approval. A separate NTP ("NTP3") will be issued once City and Construction Manager agree on the scope of work and pricing for the P- lot park. ii) The entire MBCC facility will be vacated during the period after Art Basel 2016 through April 23, 2017. iii) Construction Manager will use the entire P-Lot for the duration of the project, except during Art Basel events, during which 50% of the lot will be available for Art Basel Event Parking. 25% of the P-lot will be available during Art Basel event load-in and load-out periods. iv) The baseline schedule will be created by Construction Manager and modified jointly with Subcontractors in sufficient detail to plan and coordinate the Work. The schedule will incorporate the clarifications contained in the GMP Amendment, as well as the Work indicated in the 100% Construction Documents. The level of detail in the schedule will increase closer to performance of work based on input from each trade. 41 EXHIBIT I Page 28 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 2, 2015 GMP Clarifications- Part 2 v) City's Maison & Objet, World Out Games, and MLB Experience events shall constitute Milestones for which the provisions of Section 5.2.3 and 9.4.3 of the Agreement shall apply. Article 5.2.3.b, line 1, add the words "it is determined at any time" after the word "extent". vi) Replace the last sentence of Article 9.4.1.1 with the following: "Although not identified as a separate activity on the schedule, one day per month critical path delay is assumed to be included in the baseline schedule for adverse weather. Such days will be accumulated in a "weather delay bank" as the work is completed, to be drawn upon as needed based on actual critical path delays resulting from adverse weather." vii) The City will ensure its obligations to Art Basel regarding the availability of space match Construction Manager's obligations identified in Appendix D. . Add the following sentence to the end of Article 5.1.4: "While Construction Manager will coordinate with the City to make meeting rooms and ballrooms available for use during non-Art-Basel Events, the Construction Manager will not be responsible for the City's inability to utilize meeting rooms or ballrooms for such non-Art-Basel Events prior to Substantial Completion, provided Construction Manager has otherwise complied with all applicable provisions of the Contract Documents." viii)Add the following to the end of Article 9.4.1.4: "Solely with respect to the limited categories of Excusable Delays referenced in Article 9.4.1.4, Subcontractors will be compensated for the reasonable and verifiable additional General Conditions costs (as delineated in Article 7.1.2), to the extent such costs were actually incurred by the Subcontractor and directly and solely attributable to the extension of the Contract Time on account of such Excusable Delay, provided the Subcontractor has demonstrated entitlement for such Excusable Delay and has complied with all applicable conditions and notice requirements set forth in the Contract Documents, including, without limitation, Article 9.4 and Article 15 of the Agreement. ix) In Article 9.4.1.2, replace the words "the City received the aforesaid written notice from the Construction Manager" with the words " of such act or omission". The Construction Manager and Architect-Engineer will work collaboratively to submit, review and approve or reject submittals, make reasonable design modifications, and provide other assistance to each other as required to facilitate the progress of the Work. Such review and approval shall not relieve the Construction Manager or the Subcontractors from any of its or their responsibilities under the Contract Documents, or be deemed to be an approval or waiver by the City of any deviation from, or of the failure to comply with, any provision or requirement of the Contract Documents unless such deviation or failure has been specifically identified by the Construction Manager in writing and approved by the City in an Amendment to the Agreement. Notwithstanding any provision herein to the contrary, the Construction Manager agrees and recognizes that the City, in reviewing, approving or rejecting any submissions by the Construction Manager or other 5 EXHIBIT I Page 29 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 2, 2015 GMP Clarifications- Part 2 actions of the Construction Manager, in no way assumes or shares any responsibility or liability of the Construction Manager or the Subcontractors. e) Payment i) The GMP line item for General Conditions includes 193,200 labor hours. Add sentence at the end of Section 7.1.2.2: Any adjustment for unused hours, if any, shall be calculated via a credit at the liquidated rate of $110 per unused hour. Notwithstanding the foregoing, in the event Construction Manager achieves the 2016 and 2017 Art Basel Milestones and achieves Shared Savings in accordance with Section 7.2, City shall not make any adjustment for unused hours if the City's portion of Shared Savings exceeds the above adjustment. ii) Article 6.5.1 - Add the following: "The amount of the direct cost of the Work associated with such Change Orders will be included as a Cost of the Project for purposes of calculating the amount of Construction Overhead and Profit Fee, if any, to be paid to Construction Manager with each Progress and Final Payment." iii) Add the following to Article 16.15: "For purposes of its reimbursement under the City's GOB Grant Agreement with Miami-Dade County, City agrees to bill County for direct trade costs only." iv) Allowances include all labor, material, and equipment required for the performance of such work. Any funds required in excess of amounts available in an allowance line item shall require City approval. the GMP will be increased or reduced based on the actual cost of such approved work in accordance with the Contract Documents. Any amounts remaining in any allowance account shall be retained by the City and shall not be used for purposes of calculating Project Cost Savings pursuant to Section 7.2 of the Agreement. v) After the issuance of NTP2, City will direct CM to Stop Work if and when necessary to ensure the City does not become obligated for payments under the Agreement, beyond funds authorized for the Project and that sufficient funds are available to pay Construction Manager for work previously performed in accordance with the Contract Documents. f) Insurance Construction Manager's liability related to errors or omissions in the design of temporary support of existing structures and temporary windstorm protection will be limited to its deductibles and the amount of available insurance under Construction Manager's E&O insurance policies. Construction Manager's current E&O coverage limits are $125,000,000, and such coverages shall be maintained throughout the Project. i) Construction Manager will add the City to its GL policy as an additional insured until 12/24/15 or until the GL Wrap policy is in place, whichever occurs first. 61 EXHIBIT I Page 30 of 77 Miami Beach Convention Center Clark Construction Group, LLC October 2, 2015 GMP Clarifications- Part 2 g) Miscellaneous i) Construciton Manager will prepare a noise mitigation and work hours plan for the City's review and approval. Such plan will govern Construction Manager's operations in lieu of related provisions in Division One of the Specifications and other CMB noise and work hour restrictions. Construction Manager will provide advance notice to City of anticipated exceptions required to such plan. ii) 20 feet of space along the North wall of Hall D will be unavailable for events during 2016 to facilitate temporary bracing of existing structures and temporary windstorm protection. iii) The following items will be entered into e-Builder by CM: all Construction Documents, shop drawings, submittals, RFI's, payment applications, and other deliverables expressly required by the Agreement. iv) Delete Article 2.7.17.28 - Public Information Officer. v) RFI responses are considered Contract Documents. h) Fentress will provide at least one full-time Architect onsite on a full-time basis. Wallace and ME will provide Florida-registered engineers as required to facilitate the progress of the Work, provided, however, nothing herein shall relieve Construction Manager of any of its obligations under the Contract Documents. i) Glass and Glazing subcontractor bonds extend one year beyond Substantial Completion. With respect to the glass and glazing warranty obligation established in the Contract Documents that exceed one year from Substantial Completion, Construction Manager agrees to assign to City any written warranty obtained from glass and glazing subcontractors and suppliers and all rights, claims and defenses Construction Manager may have pursuant to its agreements with the glass and glazing subcontractors. City will accept amounts recovered from the glass and glazing subcontractor in lieu of all other claims, rights, and remedies City may have against Construction Manager arising solely from the acts or omissions, including the defective work, of the glass and glazing subcontractors, regardless of applicable statutes of limitations or repose, provided, however, that nothing herein shall be construed as a waiver or release by City of any other claims that are unrelated to such acts or omissions, including the defective work, of the glass and glazing subcontractor that City may have against Construction Manager for its failure to comply with the Contract Documents or applicable law. 7I EXHIBIT I Page 31 of 77 N o' II SECTION 4: DETAILED ESTIMATES rn • -- ",„ dd EXHIBIT I Page 32 of 77 MBCC Lump Sum General Conditions Estimate October 8, 2015 Revised # Position Mos Total Hours Revised Total Executive Executive VP (30%) 33 1,715 $ 394,376 Project Executive 27 4,672 $ 1,074,588 Public Information Officer (Reduced to 33 520 10%) $ 52,991 Field Supervision Project Superintendent 33 5,716 $ 948,790 New Const. Supt. Found/Struct 24 4,157 $ 581,952 Asst Supt. Bldg Envelope 24 4,157 $ 407,366 Asst Supt. New Const. Finishes 21 3,647 $ 357,366 Asst Supt. Util/Civil/Landscape 24 4,157 $ 407,366 Supt. Reno/Demo/Concrete 24 4,157 $ 581,952 Asst Supt. Hall/OH/Roof 24 4,157 $ 407,366 Asst Supt. Hall Floor 21 3,647 $ 357,366 Asst Supt. Mtg Rm/BOH/Reno 27 4,675 $ 458,182 Asst Field Engineer 29 5,027 $ 382,059 Asst Field Engineer 29 5,027 $ 382,059 Field En ineer 24 4,157 $ 357,485 MEP Coordinator 33 5,716 $ 908,780 Commissioning Coordinator 24 4,157 $ 640,147 Low Voltage Coordinator 33 2,858 , $ 360,083 Test and Balance Coordinator 18 3,114 $ 323,807 Project Management SR Project Manager 31 5,369 $ 800,011 Foundation/Structure PM 23 3,962 $ 523,010 Bldg Envelope PM 28 4,850 $ 640,147 Arch Finish PM 33 5,716 $ 754,459 Exhibit Floor PE 28 4,826 $ 390,905 Food Service/Concession PE 24 4,157 $ 336,701 Project Accountant/Cost Control 31 5,369 $ 327,521 Change Order Management 31 2,936 $ 365,662 Project Management Support Schedule Manager 33 5,716 $ 565,844 Workforce Coordinator 0 - $ 192 Wage Compliance 33 5,716 $ 274,349 BIM (Reduced to 40% during last 17 33 3,991 mos) $ 463,010 EXHIBIT I Page 33 of 77 Project Administrator 33 5,716 $ 274,349 Receptionist 33 5,716 $ 222,908 Document Control 25 4 332 $ 463 504 SR QC Manager 33 5,716 $ 754,459 Permit Coord/QC Site/Struc 29 5,016 $ 501,560 QC Bldg Envelope 25 4,329 $ 432,920 QC Mechanical/Plumbing 25 4,329 $ 432,920 QC Electrical 31 5,369 $ 536,920 Office Engineer 33 2,599 $ 348,565 Safety Safety Manager 33 5,716 $ 725,881 Safety Engineer 25 4,333 $ 359,644 Safety Engineer 0 - $ (1,986) Safety Engineer 24 4,157 $ 345,014 Art Basel Support Art Basel 2016 - 2nd Shift Safety 1 173 $ 21,823 Art Basel 2017 - 2nd Shift Safety 1 173 $ 21,823 Corporate Resources Building Envelope Executive (10%) 23 401 $ 49,302 Cost Engineer (20%) 33 1,143 $ 171,468 Purchasing Manager (As Needed) - $ 90,000 33 286 Director of Sustainable Solutions (5%) $ 34,008 Safety Regional Manager (10%) 33 572 $ 85,734 Estimating and Purchasing (20%) Preconstruction Manager 6 208 $ 24,525 Chief Estimator 6 208 $ 29,305 Estimator Structure 6 208 $ 23,486 Estimator Architectural 6 208 $ 15,380 Estimator Architectural 6 208 $ 15,380 Estimator Site 6 208 $ 23,486 Estimator Mechanical 6 208 $ 34,709 Estimator Electrical 6 208 $ 29,305 Estimator Building Envelope 6 208 $ 15,380 Total Construction Phase Staff Costs (Excluding 2nd Shift Supervision) $ 20,907,670 Close-out Project Executive 3 312 $ 68,275 Project Superintendent 3 312 $ 47,076 Project Manager 3 520 $ 73,783 Assistant Superintendent 3 520 $ 57,676 Project Engineer _ 3 520 $ 47,284 EXHIBIT I Page 34 of 77 Receptionist 3 520 $ 32,215 Submittal Clerk 3 520 $ 32,215 Total Close Out $ 358,524 Other Expenses Scheduling Consultant $ 345,000 CM Jobsite Offices $ 460,000 Office Supplies * $ 895,050 Opportunity Trailer $ 30,000 IT Setup for Trailers * $ 481,950 Project IT - Computers/Telephone/Cell Phones/Etc. * $ 484,855 Drawing Reproduction $ 200,000 Project Postage $ 25,000 Travel For Meetings * $ 355,365 Total Other Expenses $ 3,277 220 * = Reduced by 8.2% Summary Staff $ 20,907,670 Close Out $ 358,524 TOTAL HOURS 193,203 BLENDED RATE $ 110.07 Other Expenses $ 3,277,220 Total General Conditions $ 24,543,413 Less Adjustment to Match GMP Proposal $ (77,527) GMP Proposal General Conditions $ 24,465,886 EXHIBIT I Page 35 of 77 GMP Proposal Monthly GC Payment Schedule October 6, 2015 11/30/2015 $385,000 12/31/2015 505,000 1/31/2016 810,000 2/29/2016 810,000 3/31/2016 810,000 4/30/2016 830,000 5/31/2016 770,000 6/30/2016 790,000 7/31/2016 830,000 8/31/2016 860,000 9/30/2016 860,000 10/31/2016 860,000 11/30/2016 885,000 12/31/2016 860,000 1/31/2017 860,000 2/28/2017 860,000 3/31/2017 845,000 4/30/2017 845,000 5/31/2017 825,000 6/30/2017 825,000 7/31/2017 825,000 8/31/2017 825,000 9/30/2017 825,000 10/31/2017 800,000 11/30/2017 795,000 12/31/2017 770,000 1/31/2018 645,000 2/28/2018 505,000 3/31/2018 460,000 4/30/2018 460,000 5/31/2018 445,000 6/30/2018 410,000 7/31/2018 370,000 8/31/2018 135,000 9/30/2018 135,000 10/31/2018 135,886 Total I $24,465,886 EXHIBIT I Page 36 of 77 CLARK c0 ji..I R u I IUM1 Proposed General Requirements Form GENERAL REQUIREMENTS Duration QUANTITY UNIT UNIT PRICE TOTAL COMMENTS (MO) _ TRAFFIC USE/RIGHT OF WAY FEES 31 LS BY OWNER PARKING METER REMOVAL FEES 31 LS EXCLUDED-NOT REQUIRED MISC PROJECT PERMITS(DERM APPROVALS) 31 LS BY OWNER BUILDING PERMIT 31 LS BY OWNER SCHEDULE ACCELERATION 31 LS IN COST OF WORK TEMPORARY TOILETS 31 1,000 EA $ 180.00 $ 180,000 TESTING AND INSPECTION 31 50 EA $ 500.00 $ 25,000 3RD PARTY CRANE INSPECTIONS TESTING AND INSPECTION 31 GSF SEPARATE TRADE COMMISSIONING AUTHORITY 31 LS BY OWNER TEMPORARY EQUIPMENT RENTAL-CRANES 31 MO IN COST OF WORK TEMPORARY EQUIPMENT RENTAL-LIGHT TOWERS 31 300 MO $ 475.00 $ 142,500 10EA X 30 MONTHS TEMPORARY EQUIPMENT RENTAL-BOOM LIFT 45'(EVENT 31 30 MO $ 1,780 $ 53,400 1 EA X 30 MONTHS TEMPORARY EQUIPMENT RENTAL-SKID STEER FORKS AND 31 30 MO $ 717.00 $ 21,510 FORK AND STREET SWEEPER ATTACHMENTS FOR SKID STEER TEMPORARY EQUIPMENT RENTAL-SKID STEER 31 60 MO $ 1,458 $ 87,480 2 EA X 30 MONTHS TEMPORARY EQUIPMENT RENTAL-SPOT GEN.RENTAL 31 50 MO $ 1,560 $ 78,000 SEA X 10 MONTHS TEMPORARY HOIST 31 MO NOT REQUIRED-TEMP USE OF EXIST AND NEW ELEVATORS IN TRADES TEMPORARY EQUIPMENT RENTAL-2X4 31 60 MO $ 400.00 $ 24,000 2EA X 30 MONTHS MISC TOOLS AND EQUIPMENT-ALLOWANCE 31 1 LS $ 250,000 $ 250,000 MISC RENTALS/PURCHASES(SMALL TOOLS,ETC) TEMPORARY FIRE EXT-ALLOWANCE 31 1 LS $ 10,000 $ 10,000 MISC TEMP FIRE EXT(HOT WORK) TEMPORARY HEAT 31 LS NOT REQUIRED-CONSUMPTION BY OWNER MOT 31 1 LS $ 40,000 $ 40,000 MOT PERMIT PRICE PER STEVE W-BISCAYNE ENGINEERING CONSTRUCTION EMPLOYEE PARKING/SHUTTLE 31 LS EXCLUDED-ASSUMED USE OF P LOT FOR WORKERS COVERED WALK 31 325 LF $ 250.00 $ 81,250 TEMPORARY WALKWAYS COVERED WALK 31 400 LF $ 250.00 $ 100,000 TEMPORARY BUILDING ENTRANCES/WALKWAYS INSIDE THE BUILDING ON SITE STORAGE CONTAINERS 31 30 MO $ 2,580 $ 77,400 JOB BOXES,CONTAINER RENTAL(4 x 30 Months)-40'Container _ TEMPORARY SITE FENCING(6'Chainlink) 31 1 LS CONVENTION CENTER TEMPORARY SITE FENCING(6'Chainlink) 31 1 LS $ 98,462 $ 98,462 CONVENTION CENTER-RELOCATIONS-ART BASEL 2016 TEMPORARY SITE FENCING(6'Chainlink) 31 1 LS CONVENTION CENTER-RELOCATIONS-ART BASEL 2017 TEMPORARY POWER TO SITE 31 LS _ USE EXISTING SYSTEMS FOR CONV CTR,TEMP POWER TO TRAILERS TEMPORARY POWER CONSUMPTION 31 GSF BY OWNER SECONDARY ELECTRICAL SERVICE DUCTBANK(FOR TEMP 31 1 LS $ 255,000 ALLOWANCE INC OWNER TRAILERS(SEE MOD SPACE PROPOSAL) UTILITIES) TEMPORARY PHONE SERVICE/HOOKUP 31 1 LS In Above TEMPORARY PHONE MONTHLY CHARGES 31 30 MO $ 1,500 $ 45,000**ESTIMATE** TELECOMMUNICATIONS DUCTBANK(TEMP SERVICE) 31 1 LS In Above USE EXISTING SYSTEMS FOR CONV CTR,TEMP TELECOMM TO TRAILERS TRAILER UTILITIES FOR HILL 1 LS In Above TRAILER FOR HILL 1 LS $ 144,000 $ 185,000 ALLOWANCE RELOCATE EXISTING AT&T BY OWNER FIELD ENGINEERING,CERTIFIED LAYOUT AND SURVEY, 31 1 LS $ 270,000 $ 270,000 BUILDING CONTROL,SITE STAKEOUT,GRADING,SLAB EDGES,ETC. MONITORING EXISTING STRUCTURES _ THIRD PARTY DESIGN FOR TEMPORARY BRACING 1 LS $ 96,000 $ 96,000 WPM PROPOSAL THIRD PARTY REVIEW OF ENCLOSURE&WATERPROOFING 1 LS $ 95,000 $ 95,000 WJE PROPOSAL+FIELD TEST AND VISITS COSTS FOR ENCLOSURE AND WATERPROOFING CONSULTING 1 LS $ 20,000_$ 20,000 IMPLEMENT WJE COMMENTS FIRE/LIFE SAFETY CONSULTANTS 1 LS $ 515,000 $ 515,000 MICHAEL SHEEHAN PROPOSAL FP&L CONSULTANT 1 LS $ 10,000 $ 10,000 RODTEC CONSULTING HAZARDOUS MATERIAL SURVEY-CONVENTION CENTER LS NOT INCLUDED ADJACENT BUILDING LASER SCANNING 31 LS NOT INCLUDED FIELD ENGR EQUIPMENT AND MATERIALS 31 30 MO $ 2,450 $ 73,500 EQUIP.FOR FIELD ENGINEERING UTILITY LOCATOR 31 LS BUILDING LASER SCANNING 31 1 LS $ 120,000 $ 120,000 INNOVTEC PROPOSAL FOR BIM MODEL FINAL CLEAN GLASS AND ALUMINUM 31 210,000 SF IN BELOW INEFF DUE TO FINS FINAL BUILDING CLEANING 31 1,406,375 GSF IN BELOW ART BASEL 2016 FINAL BUILDING CLEANING 31 1,406,375 GSF IN BELOW FINAL CLEANING FINAL BUILDING CLEANING 31 1,406,375 GSF $ 0.44 $ 625,000 ART BASEL 2017 BUILDING CLEANUP FOREMAN-FOR EVENT PREP 31 30 MO $ 15,155 $ 454,650 2 EA X 50HR/WK X$35/HR BUILDING CLEANUP FOREMAN-FOR ART BASEL PREP 31 2 MO $ 15,155 $ 30,310 2 EA X 50HR/WK X$35/HR BUILDING CLEANUP LABOR-FOR ART BASEL PREP 31 2 MO $ 43,330 $ 86,660 10 EA X 50HR/WK X$20/HR BUILDING CLEANUP LABOR-FOR EVENT PREP 31 30 MO $ 21,665 $ 649,950 5 EA X 50HR/WK X$20/HR TRAILER CLEANUP LABOR-CLARK,OWNER AND 31 30 MO $ 3,000 $ 90,000(MO X HR/WK X$/HR) TEMP FLOOR PROTECTION 31 553,942 SF $ 0.50 $ 276,971 RESILIENT-KRAFT PAPER OR EQUAL TEMP FLOOR PROTECTION 31 146,540 SF $ 2.50 $ 366,350 TERRAZZO-RAM BOARD OR EQUAL TEMP FLOOR PROTECTION 31 2,545 SF $ 2.50 $ 6,363 TILE-RAM BOARD OR EQUAL TEMP FLOOR PROTECTION 31 250,000 SF $ 2.50 $ 625,000 EVENT PREP FLOOR PROTECTION _ DUMPSTERS-30 CY 31 1,200 LOAD $ 600.00 $ 720,000 TEMPORARY ROOF PROTECTION 31 75,000 SF $ 3.00 $ 225,000 PROTECT EXIST.CONDITIONS TO REMAIN TEMPORARY PARTITION-BUILD&DEMO 31 34,500 SF $ 15.00 $ 517,500 Roof Opening @ Bridge Removal 575 LF x 30'W x 15'H WEATHERPROOF TEMP PART.-BUILD&DEMO 31 34,500 SF $ 4.00 $ 138,000 Roof Opening @ Bridge Removal 575 LF x 30'W TEMPORARY PARTITION-BUILD&DEMO 31 2,500 SF _$ 8.00 $ 20,000 ART BASEL 2016**ESTIMATE**(Misc for Ped Walks) WEATHERPROOF TEMP PART.-BUILD&DEMO 31 2,500 SF $ 4.00 $ 10,000 ART BASEL 2016**ESTIMATE** WEATHERPROOF TEMP PART.-BUILD&DEMO 31 5,000 SF $ 4.00 $ 20,000 ART BASEL 2017"ESTIMATE"5,000 LF x 10 H l TEMPORARY PARTITION-BUILD&DEMO 31 5,000 SF $ 8.00 $ 40,000 ART BASEL 2017-•*ESTIMATE**(Misc for Ped Walks) TEMPORARY PARTITION-BUILD&DEMO(INT FOR EXH 31 41,850 SF $ 25.00 $ 1,046,250 EXH HALLS A&B 2016 930 LF x 46'H(20+5 Demo) HALL) TEMPORARY PARTITION-BUILD&DEMO(EXT FOR DEMO)- 31 24,150 SF $ 30.00 $ 724,500 LIGHTWEIGHT TRUSS METAL DECK W/COLUMN BRACING N EXHIBIT I Page 37 of 77 CLARK GENERAL REQUIREMENTS Duration QUANTITY UNIT UNIT PRICE TOTAL COMMENTS (MO) TEMPORARY PARTITION-BUILD&DEMO(EXT FOR DEMO)- 31 10,000 SF $ 30.00 $ 300,000 LIGHTWEIGHT TRUSS METAL DECK W/COLUMN BRACING E TEMPORARY PARTITION-BUILD&DEMO(INT FOR EXH 31 41,850 SF $ 15.00 $ 627,750 EXH HALLS C&D 2017-PANELIZE,REUSE FROM OTHER SIDE HALL) TEMPORARY PARTITION-BUILD&DEMO(EXT FOR DEMO)- 31 36,490 SF $ 30.00 $ 1,094,700 LIGHTWEIGHT TRUSS METAL DECK W/COLUMN BRACING W TEMPORARY PARTITION-BUILD&DEMO(EXT FOR DEMO)- 31 7,175 SF $ 30.00 $ 215,250 LIGHTWEIGHT TRUSS METAL DECK W/COLUMN BRACING S TEMPORARY ENCLOSURE 31 1 EA $ 2,500 $ 2,500 DOOR HARDWARE ROOM TEMPORARY SHEDS 31 1 EA $ 10,000 $ 10,000 SECURITY ROOM SERVICE CORRIDOR FOR MBCC IN EXHIBIT HALLS 31 900 LF $ 50.00 $ 45,000 TEMP ROAD FOR TRUCKS TO ACCESS D HALL HAUL AND PLACE STONE FOR TEMPORARY ACCESS ROADS 31 4,250 CY $ 34.00 $ 144,500 TEMP.CRANE ROADS(1,900 LF x 60'Wide,1'Thick) ELEVATOR CAB TEMPORARY PROTECTION AND OPERATOR 31 IN ELEVATORS STREET SIGNAGE-PEDESTRIAN SIGNAGE 31 1 LS $ 50,000 $ 50,000 STREET CLOSURES/PED PROTECTION**ESTIMATE** CONCRETE BARRICADES 31 3,375 LF $ 78.00 $ 263,250 STREETCLOSURES/PED PROTECTION**ESTIMATE** TRASH CHUTE AND OPENING PROTECTION 31 6 EA $ 5,000 $ 30,000 TRASH CHUTE 31 6 FL $ 1,300 $ 7,800 FIRE WATCH 31 2 MO $ 108,000 $ 216,000 10 EA-2 Months 24 Hours/Day(Art Basel 2016 and 2017) SECURITY SERVICES 31 22 MO $ 43,851 $ 964,720 Secure Construction Zone From Active Events 3 EA 24 Hours/Day FIRE WATCH 31 24 MO $ 16,542 $ 397,000 4 EA-24 Months 8 Hours/Day SECURITY SERVICES 31 2 MO $ 57,000 $ 114,000 Secure Construction Zone From Art Basel-4 EA 24 Hours/Day SECURITY SERVICES 31 24 MO $ 11,875 $ 285,000 P LOT PARKING-ENTRY(24 MOS,24 Hours/Day) AS BUILT DOCUMENTATION 31 1 LS $ 75,000 $ 75,000**ESTIMATE** E BUILDER USER FEES(INC SUBS) 31 250 EA BY OWNER PHOTOGRAPHS/VIDEOGRAPHY(EXIST CONDITIONS, 31 1 LS $ 43,000 $ 43,000 MULTIVISTA+PROFESSIONAL FINAL PHOTOS CONSTRUCTION PHASE,ETC) WEBCAM 31 2 EA $ 21,500_$ 43,000 IT ESTIMATE DISPUTE RESOLUTION-ALLOWANCE 31 1 LS $ 50,000 $ 50,000 SAFETY RAIL 31 22,500 LF $ 4.00 $ 90,000 SLAB EDGE SAFETY RAILS-MAINT.&REMOVAL *••DEWATERING*•* 31 LS IN COST OF WORK TERMITE CONTROL @ INT DOCK AREA 31 1 LS $ - IN BELOW TERMITE CONTROL 31 1 LS $ 41,627 $ 41,627 SUB QUOTE SCAFFOLDING-INTERIOR 31 SF $ 2.00 IN COST OF WORK ABC TYPE FIRE EXTINGUISHER-20LB PLUS 31 200 EA $ 120.00 $ 24,000 Fire Ext.For Jobsite Total Construction Phase-General Requirements $ 14,760,103 EXHIBIT I Page 38 of 77 I�SECTION 5: PRELIMI pl RY NA CONSTRUCTION- SCHEDULE ,' I -� ' - 1414 001 .6=„p n rt 0 3 -D m �. a c n 0 N ^c ,! 0 EXHIBIT I Page 39 of 77 • v N M M 0 a • d N o d m N n O N O A' V ❑ - L7a Q co a 1- m Q = X w M . 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A2 O O U z E p rn m u c a Z r a rn c d $ r ~1' d u Q y Q h-L > S 8 S O Z o c o w a E cW c o o = I- c m ° a s Z Z c Q c O 'm w p v od p ` ~ t O a d d a N n L a CI_ W t O u O u W a, u xi.; u a f a .rn u u 6 E = d r E a 5 9 a c Z c Zc a c m m m m m N U m m m m J 2. m N p v p I w Z a z a a o a a w Q z z U co z z Q o o I Z O O N Z Z Z z 9 0 Z Z x N a a Z d Q o Z x pp p pp pp pp pp o 0 0 0 0 0 0 0 0 0 o Z I- d w n o J o J o Q 0) N �O g 8 R 2 q J . E F (0 N E O N `c O 8 J J e' w w . O O O o O O O O O O •- N J O J O _ m m `- Q ° F- F H F- H F F H H F H F= F- 2 = o = o = W g U m U D U E a w w w w w w w m w w to w w w to w w w w w 2 m O Z _ Q O a o f pz" 8 a Z p 0 H , H H w H H Z H F Fw- H H 1L w H w F 1- F Q Q U o U R. , c) .- :.z5 o Q U �111 SECTION 6: CONTRACT DOCUMENTS ,v '�> 'tq • N 0 _rt 0• 7 n 0 0 0 0 0 C 3 EXHIBIT I Page 75 of 77 CLARKMIAMI BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT C 0' "' '` ` �' C 1 ION MIAMI BEACH,FL CONTRACT DOCUMENTS 1. Agreement between Owner and Clark dated May 21, 2015. 2. General Conditions of the Agreement between Owner and Clark. 3. Wage Scale General Decision Miami Dade County in Florida FL150027 dated 01.09.2015. 4. E-Builder RFI Log dated 10.08.2015 (RFI's# 1 thru 96). 5. Part B—Drawings—12 volumes dated 8.20.2015 a) Volume la Civil, Landscape b) Volume lb Structural c) Volume 2a Architecture d) Volume 2b Architecture, Vertical Transportation e) Volume 3a Fire Protection f) Volume 3b Plumbing g) Volume 3c Mechanical h) Volume 4a Electrical i) Volume 4b Electrical • j) Volume 5a Telecommunications, Security,Audiovisual k) Volume 5b Food Service, Signage I) Volume 6 Park Pavilion 6. Part C—Specifications—4 volumes dated 8.20.2015 a) Volume 1 Divisions 00-08 b) Volume 2 Divisions 09-14 c) Volume 3 Divisions 21-23 d) Volume 4 Divisions 26-32 7. Part D—Electronic Files a) Architectural b) Electrical c) Life Safety d) Mechanical e) Plumbing f) Structural 8. Appendices: a) Part E Phase I Environmental Study dated 11.4.2014 b) Part F Phase II Environment Report dated 02.03. 2015 c) Part G Biscayne Engineering Site Survey dated 10.28.2014 d) Part G1—Biscayne Engineering Survey Point Clouds dated 5.15.2014 and 5.16.2014 e) Part H Convention Center As built drawings i) 1957 scanned drawing files ii) 1972 scanned drawings files iii) 1986 scanned drawing files iv) 1987 scanned drawing files v) 1988 scanned drawing files vi) 1990 scanned drawing files Contrax/113451 Page: 1 of 2 EXHIBIT I Page 76 of 77 • CLARK MIAMI BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT CUNSIki, CrI0N MIAMI BEACH,FL CONTRACT DOCUMENTS vii) 2000 scanned drawing files viii)2001 scanned drawing files ix) 2002 scanned drawing files x) 2003 scanned drawing files xi) 2009 scanned drawing files f) Part I Convention Center Bus Duct Replacement Record Drawings dated 9.6.2014 g) Part J 21st Community Center Building Record Drawings h) Part K Asbestos Survey Reports for Convention Center, 21st Community Center, Bandshell date 02.03.2015 i) Part L Ameresco Geothermal System Record Documents dated 9.6.2012 j) Part M Art In Public Places(AIPP) Call For Artists(Information to be issued at a later date) k) Part N Traffic Impact Study dated 12.3.2014 I) Part 0 Geotechnical Report For Civil Improvements&Structures dated 08.06.2015 &08.07.2015, respectively m) Part P Design Review Board Final Orders File Numbers 23100 and 23106 dated 11.4.2014 n) Part Q Historic Review Board Final Order dated 01.23.2015 o) Part R—TLC Engineering Reports dated 09.23.2010 and 11.29.2010Part S Roof Moisture Survey and Composite Plans dated 06.15.2015 p) Part S-Roof Moisture Survey dated 6.10.2015 q) Part S1—Roof Replacement Drawings dated 1.30.1998 r) Part T-Aeroacoustic Assessment Report dated 6.15.2015 s) Part T1-Cladding Wind Load Study dated 7.25.2015 t) Part T2-Structural Wind Load Study dated 7.24.2015 u) Part U-Soils Management Plan dated 8.05.2015 v) Part V-Smoke Control Design Brief dated 7.30.2015 w) Part W-Commissioning Plan Draft x) 2014 1112 MB Standard Survey- Public Works Department dated 11.12.2014 Contrax/1 13451 Page: 2 of 2 EXHIBIT I Page 77 of 77