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2000 Agreement, Authorization to Adjust the Construction Contingency within the Guaranteed Maximum Price
RESOLUTION NO 2000-29 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AUTHORIZING AN AMENDMENT TO THE AGREEMENTS WITH OBM ARCHITECTS, SPILLIS, CANDELA & PARTNERS, AND THE STATE OF FLORIDA DEPARTMENT OF MANAGEMENT SERVICES, DIRECTING THE VILLAGE MANAGER TO ISSUE A REQUEST FOR PROPOSAL FROM ARCHITECTURAL AND/OR PLANNING FIRMS WHO WISH TO ASSIST THE VILLAGE IN DEVELOPING A PROGRAM FOR THE VILLAGE CHAMBER/COMMUNITY THEATER BUILDING, PROVIDING FOR AN EFFECTIVE DATE WHEREAS, The Village Civic Center compnses a Fire Station, Administration/Police Station with a parking garage, Community Center, Village Council Chamber/Theater Building, alignment of McIntyre Street with Galen Drive, construction of Village Green Way, and related infrastructure, and WHEREAS, the Village Council held Workshops on June 13, 2000 and July 10, 2000 to review the overall planning, placement, and financing of the Village Civic Center Project, and WHEREAS, on July 11, 2000 the Village Council adopted a Resolution which modified the Site Plan for the Village Civic Center, and WHEREAS, James A Cummings Construction Inc , the Construction Manager for the Village Civic Center, estimates that the average cost per square ft is $155 00, and WHEREAS, schematic plans for the Village Civic Center buildings indicate the project will contain approximately 104,042 square feet, and WHEREAS, an amendment to the agreement with OBM Architects is necessary as the plans for the Fire Station need to be modified to include administrative offices and an expanded community room which will also function as the temporary Council Chamber until permanent facilities are constructed, and WHEREAS, an amendment to the agreement with Spillis, Candela & and Partners is necessary as the current terms and conditions were based on a building containing less floor area than that which is currently being proposed and the adoption of the "Modified Village Civic Center" results in changes to the schematic plans which were presented to the Council at the June 13, 2000 workshop, and WHEREAS, an amendment to the agreement with the State of Florida Department of Management Services is necessary as the current terms and conditions were based on a Civic Center containing less floor area than that which is currently being proposed, and WHEREAS, the Village Attorney has advised that the siting of the Community Center and the Village Council Chamber/Community Theater on one site constitutes a substantial change in conditions from the onginal Request for Proposals and that a new process must be initiated to contract with an architectural firm to design these buildings on one site, and WHEREAS, it is necessary to retain the services of a consultant to develop a program (size, number of seats, space needs, etc ) for the Village Council Chamber/Community Theater NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA AS FOLLOWS Section 1 That the Village Manager is authonzed to enter into the attached amended agreements with OBM Architects, Spills, Candela & and Partners Inc , and, the State of Florida Department of Management Services Section 2 That the Village Manager is authorized to execute each phase of the attached agreements separately, partially or completely, as deemed necessary to design and construct the Village Civic Center Section 3 That the Village Manager is directed to cause the issuance of a Request for Proposals for consultant services to develop a program (size, number of seats, space needs, etc) for the Village Council Chamber/Community Theater Section 4 That upon Council's approval of a program for the Village Council/Theater Building, the Village Manager is directed to cause the issuance of a Request for Proposals for architectural services for a site that will contain a Community Center and the Village Council Chamber/Community Theater, and Section 5 That the Village Manager and Village Attorney are authonzed to take any and all action necessary to implement the terms and conditions of the attached agreements Section 6 That the attached agreements (State of Flonda Department of Management Services, OBM Architects, and, Spills, Candela & and Partners Inc ), in substantially the form attached hereto, are hereby approved and the Village Manager is authorized to execute the agreements on behalf of the Village, Section 7 This resolution shall take effect immediately upon adoption 2 PASSED AND ADOPTED this 11th day of July , 2000 CONCHITA H ALVAREZ, CMC, VILLAGE CL APPROVED AS TO FORM AND LEGAL SUFFICIE RICHARD JAY WEISS, VILLAGE ATTORNEY .. 3 MAYOR JOE I RASCO DEPARTMENT OF MANAGEMENT SERVICES BUILDING CONSTRUCTION AGREEMENT BETWEEN OWNER AND CONSTRUCTION MANAGER PROJECT NO STATE MV DESIGNATION PROJECT NAME AND LOCATION CONSTRUCTION MANAGER ARCHITECT -ENGINEERS VKB-98069000 A Village Community Center Village Fire Station Police Station and Administrative Office of the Village Village of Key Biscayne Florida James A Cummings Inc A Florida Corporation 3575 Northwest 53rd Street Fort Lauderdale Florida 33309 (954) 733-4211 FAX (954) 485-9688 Spills Candela & Partners Inc 800 Douglas Entrance Coral Gables Florida 33134 (305) 444-4691 FAX 447-3580 Robert G Currie and Associates Inc 134 Northeast First Avenue Delray Beach Florida 32809 (561) 276 4951 FAX (561) 243 8184 OBM Miami Inc Architecture Resort Design and Dev Town Planning Interior Design 2600 Douglas Road Suite 510 Coral Gables Florida 33134 (305) 445-7811 Jeb Bush Governor Thomas D McGurk Secretary FEB 3 2000 p ct Director br{radon DWI Building Construction H /gmp/cc2std agent TABLE OF CONTENTS ARTICLE DESCRIPTION PAGE 1 0 0 THE CONSTRUCTION TEAM AND EXTENT OF AGREEMENT 1 1 1 0 The Construction Team 1 1 2 0 Extent of Agreement 1 1 3 0 Definitions 1 1 4 0 Owner's Construction Budget 2 2 0 0 CONSTRUCTION MANAGER'S SERVICES 2 2 1 0 Project Management Information System (PMIS) 2 211 General 2 2 1 2 Narrative Reporting Subsystem 3 2 1 3 Scheduled Control Subsystem 3 2 1 4 Cost Control Subsystem 4 2 1 5 Project Accountmg Subsystem 5 2 2 0 Project Manual 5 2 3 0 Design Review And Recommendations 6 2 4 0 Construction Phase 8 3 0 0 OWNER'S RESPONSIBILITIES 13 3 1 0 Owner's Information 13 3 2 0 Owner's Representative 13 3 3 0 Architect And Engmeer's Agreement 13 3 4 0 Site Survey And Reports 13 3 5 0 Approvals And Easements 13 3 6 0 Legal Services 14 3 7 0 Drawings And Specifications 14 3 8 0 Cost Of Surveys And Reports 14 3 9 0 Project Fault Defects 14 3 10 0 Funding 14 3 11 0 Lmes Of Communication 14 3 12 0 Lines Of Authority 14 3 13 0 Permittmg & Code Inspections 14 4 0 0 PERMITTING AND INSPECTION 14 4 1 0 Buildmg Permits 14 4 2 0 Code Inspections 14 5 0 0 SUBCONTRACTS 15 510 Definition 15 5 2 0 Proposals 15 5 3 0 Required Subcontractors' Qualifications And Subcontract Conditions 15 5 3 1 Subcontractual Relations 15 5 3 2 Subcontractual Requirements 15 5 4 0 Responsibilities For Acts And Omissions 16 5 5 0 Subcontracts To Be Provided 16 6 0 0 SCHEDULE TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 16 6 1 0 Project Substantial Completion Date Project Final Completion Date And Owner Occupancy Date 16 6 2 0 Owner Occupancy And Warranties 16 7 0 0 GUARANTEED MAXIMUM PRICE FOR CONSTRUCTION 16 7 1 0 Guaranteed Maximum Price (GMP) Proposal 16 7 2 0 GMP Taxes 16 7 3 0 Adjustments In Contingency Contamed Within GMP 16 7 4 0 Use Of Contingency Contained Within GMP 16 i TABLE OF CONTENTS CONTINUED ARTICLE DESCRIPTION PAGE 8 0 0 CONSTRUCTION MANAGER'S FEE 17 8 1 0 Fee 17 8 1 1 Preconstruction Phase Fee 17 8 1 2 Construction Phase Fee 17 8 1 3 Overhead And Profit For Construction Phase 18 9 0 0 COST OF THE PROJECT 18 910 Definition 18 9 2 0 Direct Cost Items 18 10 0 0 CHANGE IN THE PROJECT 20 10 1 0 Change Orders 20 10 1 1 Change Order Definition 20 10 1 2 Acceptable Ways Of Determuung Increases Or Decrease In The GMP On Change Orders 20 10 1 3 Itemized Accountmg On Change Orders 20 10 1 4 Adjustments In Unit Pnces & GMP Due To Inequitable Quantity Changes 20 10 1 5 Concealed Conditions 20 10 2 0 Claims For Additional Cost Or Time 20 10 3 0 Mmor Changes In The Project 21 10 4 0 Emergencies 21 11 0 0 DISCOUNTS AND PENALTIES 21 11 1 0 Discounts And Penalties 21 12 0 0 PAYMENTS TO THE CONSTRUCTION MANAGER 21 12 1 0 Monthly Payments 21 12 2 0 Final Payment 21 12 3 0 Payments To Subcontractors 21 12 4 0 Delayed Payments By Owner 21 12 5 0 Payments For Materials And Equipment 22 12 6 0 Withholding Payments To Subcontractors 22 13 0 0 INSURANCE, INDEMNITY AND WAIVER OF SUBROGATION 22 13 1 0 Indemnity 22 13 2 0 Construction Manager's Insurance 22 13 3 0 Waiver Of Subrogation 24 13 3 1 Damages Caused By Penis Covered By Insurance 24 13 3 2 Loss Or Damage To Equipment Covered By Insurance 24 13 3 3 Property And Consequential Loss Policies 24 13 3 4 Endorsement Of Policies 24 14 0 0 TERMINATION OF THE AGREEMENT AND OWNER'S RIGHT TO PERFORM CONSTRUCTION MANAGER'S OBLIGATION 24 14 1 0 Termination By The Construction Manager 24 14 2 0 Owner's Right To Perform Construction Manager's Obligations And Termination By Owner For Cause 24 14 3 0 Termination By Owner Without Cause 25 15 0 0 ASSIGNMENT AND GOVERNING LAW 25 15 1 0 Assignment Consent 25 15 2 0 Governing Laws 25 15 3 0 Venue for Litigation 25 16 0 0 NOTICE OF CLAIM WAIVER OF REMEDIES NO DAMAGES FOR DELAY 25 16 1 0 Governing Provisions 25 16 2 0 Wntten Determination Of Claim 26 16 3 0 Exclusive Remedy For Delays 26 11 TABLE OF CONTENTS CONTINUED ARTICLE DESCRIPTION PAGE 17 0 0 MISCELLANEOUS 26 1710 Harmony 26 17 2 0 Apprentices 26 17 3 0 Invoices Submitted Under Article 9 26 17 4 0 Construction Manager s Project Records 26 17 5 0 Payments 26 17 6 0 Public Entity Crime Information Statement 26 17 7 0 Unauthonzed Aliens 26 17 8 0 Electronic Mail Capabilities 26 EXHIBIT A Construction Team Assigned Representatives 29 B Owner's Construction Budget 30 C Construction Manager's Personnel 31 D Certificate of Substantial Completion 32 E Construction Manager's Affidavit of Contract Completion 33 F State Building Permit Apphcation 35 G Construction Manager's Personnel To Be Assigned Dunng Preconstruction Phase 36 H Construction Manager's Per Diem Staff For Time Extensions Per 8 1 2(1)(b) 37 I Construction Manager's Personnel To Be Assigned Dunng Construction Off -Site 38 J Construction Manager's Personnel To Be Assigned During Construction On -Site 39 K Certificate of Partial Payment 40 L Items to be Submitted 42 111 FORM OF AGREEMENT BETWEEN OWNER AND CONSTRUCTION MANAGER THIS AGREEMENT made this _ day of November m the year Nineteen Hundred and Nmety Nme by and between Building Construction, Department of Management Services, State of Flonda, the Agent for the Owner and James A Cummings, Inc , A Flonda Corporation 3575 Northwest 53rd Street Fort Lauderdale Flonda 33309 PHONE (954) 733-4211 FAX (954) 485-9688 heremafter called the Construction Manager FEDERAL TAX I D NUMBER 59-2098732 ARTICLE 1 THE CONSTRUCTION TEAM AND EXTENT OF AGREEMENT The Construction Manager accepts the relationship of trust and confidence established between him and the Owner by this Agreement He covenants with the Owner to furnish his best skill and judgment and to cooperate with the Architect Engineer m furthering the mterests of the Owner He agrees to furnish efficient business admmistration and supermtendence and use his best efforts to complete the project in the best and soundest way and m the most expeditious and economical manner consistent with the mterest of the Owner 11 The Construction Team The Construction Manager, the Owner and the Architect -Engineer called the "Construction Team", shall work jomtly during design and through final construction completion and shall be available thereafter should additional services be required The Architect Engineer will provide leadership durmg the Preconstruction Phase with support from the Construction Manager and the Construction Manager shall provide leadership to the Construction Team on all matters relatmg to construction The specific representatives of the Construction Team are shown m Exhibit A attached 1 2 Extent of Agreement This Agreement for "Protect VKB 98069000, Village Community Center, Village Fire Station, Police Station, and Administrative Office of the Village, Village of Key Biscayne, Flonda " between the Owner and the Construction Manager supersedes any prior negotiations representations or agreements When drawmgs specifications and other descriptive documents defining the work to be mcluded under a construction authorization are complete, they shall be identified m the construction authorization issued by the Project Director When drawmgs specifications and other descriptive documents defmmg the work to be mcluded m the guaranteed maximum price (GMP) are sufficiently complete, an Amendment to the Agreement shall be signed by the Owner and Construction Manager acknowledgmg the GMP amount and the drawings, specifications and other descnptive documents upon which the GMP is based To expedite the preparation of this GMP Amendment by the Owner the Construction Manager shall obtain three (3) sets of signed sealed and dated drawmgs, specifications and other documents upon which the GMP is based from the Architect-Engmeer, shall acknowledge on the face of each document of each set that it is the set upon which he based his GMP and shall send one set of the documents to the Owner's Contracts Admmistrator along with his GMP proposal, while keeping one set for himself and returnmg one set to the Architect - Engineer The GMP Proposal shall mclude the following sections Section One Section Two Section Three Section Four Section Five Section Six Section Seven Summary of Work GMP Price Summary — To include Construction Authorization & Tax Savings Scope Clarifications and Assumptions Detailed Estimate Bid Tabulations and Recommendations Preliminary Construction Schedule Contract Documents — Drawing List and Specification List This Agreement shall not be superseded by any provisions of the documents for construction and may be amended only by written instrument signed by both Owner and Construction Manager 13 Definitions Architect -Engineers - Spillis Candela & Partners Inc 800 Douglas Entrance Coral Gables Florida 33134 (305) 444 4691 FAX 447-3580 -Robert G Currie and Associates Inc 134 Northeast First Avenue Delray Beach F ri 32809 (561) 276-4951 FAX (561) 243-8184 1 -OBM Miami, Inc 2600 Douglas Road, Suite 510, Coral Gables, Flonda 33134, (305) 445-7811 Construction Authonzation — The term Construction Authonzation shall mean a written work order based on a defined scope of work excluding Construction Managers fees as specified m Article 8, prepared by the Project Director and issued to the Construction Manager Construction Authorizations shall be used pnor to the date of the GMP Amendment and all work performed pursuant to Construction Authonzations shall be mcluded m the GMP Construction Manager James A Cummings Inc A Florida Corporation 3575 Northwest 53rd Street Fort Lauderdale, Flonda 33309 (954) 733 4211 FAX (954) 485-9688 Estimate - The Construction Manager's latest estimate of probable project construction cost Agent - The State of Florida Department of Management Services Building Construction acting through its Secretary or those persons designated by the Secretary to act m his behalf as Agent for the Village of Key Biscayne pursuant to the Client agreement dated August 10 1999 The entity that will occupy use and own the project upon substantial completion is the Village of Key Biscayne The funds with which the compensation of the architects, engmeers, Construction Managers etc will be paid are under the control of the Village of Key Biscayne based on approval of each payment by Building Construction All duties of Owner heremafter shall be performed by Building Construction Owner Village of Key Biscayne Owner's Representatives The Project Director and his supenors or designees Permitting Authority Village of Key Biscayne *Protect - The Project is the total work to be performed under this Agreement The Project consists of penmttmg, construction and code inspection for "Proiect Number VKB-98069000, Village Community Center, Village Fire Station, Police Station, and Administrative Office of the Village, Village of Key Biscayne, Flonda," necessary to build the component parts of the project Proiect Director The person designated by the Owner to provide direct mterface with the Construction Manager with respect to the Owner's responsibilities (See Exhibit A) 1 4 Owner's Construction Budget Owner's funds budgeted and requested for construction of the Project The Owner's Construction Budget is TBD identified m Exhibit B, mcludmg all Construction Manager fees, costs of the work and the Owner's and Construction Manager's construction and interface contmgencies as defined m Articles 8 and 9 This acknowledgement of the Owner's budgeted funds is not to be construed as the Construction Manager's Guaranteed Maximum Price A Guaranteed Maximum Pnce will be offered by separate documentation as outlined m Article 7 ARTICLE 2 CONSTRUCTION MANAGER S SERVICES The services which the Construction Manager shall provide include, but are not limited to, those descnbed or specified herein The services descnbed or specified shall not be deemed to constitute a comprehensive specification having the effect of excludmg services not specifically mentioned 2 1 PROJECT MANAGEMENT INFORMATION SYSTEM (PMIS) 211 General (1) Commencing immediately after contract award the Construction Manager shall implement and shall utilize throughout the life of this Contract all subsystems of the Project Management Information System hereinafter referred to as PMIS (2) The reports documents and data to be provided shall represent an accurate assessment of the current status of the Project and of the work remaining to be accomplished and it shall provide a sound basis for identifying variances and problems and for making management decisions It shall be prepared and furnished to the Owner and the Architect -Engineer monthly and shall accompany each pay request *Only Preconstruction Services are authorized at this time 2 (3) If requested by the Project Director, the Construction Manager shall conduct a comprehensive workshop m Tallahassee for participants designated by the Project Director and additional semmars as required to provide mstruction This workshop and the semmars shall facilitate each participant's and the Owner's representatives' use and understandmg of PMIS shall support m part the function of organizing in concert with the Architect- Engmeer for the design and construction of the Project, and shall establish with the full concurrence of the Owner and the Architect-Engmeer, procedures for accomplishing the management control aspect of the Project (4) The PMIS shall be descnbed m terms of the following major subsystems (a) Narrative Reportmg, on a monthly basis (b) Schedule Control on a monthly basis (c) Cost Control and estimating (d) Project Accountmg (e) Accounting and Payment and (f) Action Reports 2 1 2 NARRATIVE REPORTING SUBSYSTEM (1) The Construction Manager shall prepare written reports as described hereunder No other PMIS narrative reports shall be required All reports shall be m 8 1/2" X 11" format (2) The Narrative Reportmg Subsystem shall mclude the following reports (3) (a) A Monthly Executive Summary which provides an overview of current issues and pendmg decisions, future developments and expected achievements and any problems or delays, including code violations found by Permitting Authonty (b) A Monthly Cost Narrative descnbmg the current construction cost estimate status of the Project (c) A Monthly Scheduling Narrative summanzmg the current status of the overall project schedule This report shall include an analysis of the various project schedules a description of the critical path and other analyses as necessary to compare planned performance with actual performance (d) A Monthly Accounting Narrative descnbmg the current cost and payment status of the entire project This report shall relate current encumbrances and expenditures to the budget allocations (e) A Monthly Construction Progress Report durmg the construction phase summarizing the work of the various subcontractors This report shall include information from the weekly job site meetmgs as applicable such as general conditions, long lead supplies current deliveries safety and labor relations programs permits construction problems and recommendations and plans for the succeeding month A Daily Construction Diary during the construction phase descnbmg events and conditions on the site A monthly Local Small Busmess report durmg the construction phase summanzmg the participation of certified Local Small Busmess subcontractors/material suppliers for the current month, and project to date The report shall include the names addresses and dollar amount of each certified Local Small Busmess participant (h) Construction Manager shall implement a direct tax savings purchase plan approved by the Department of Revenue that upon acceptance will be part of the Construction Manager s services The reports outlmed in subsection (2)(a) through (e) above shall be bound with applicable computer reports and submitted monthly dunng design and construction phases and shall be current through the end of the preceding month Copies shall be transmitted to the Owner and the Architect -Engineer and others designated by the Project Director with the monthly pay requisition Additional copies of the report outlined in subsection (2)(a) shall be bound separately and distributed monthly as directed by the Project Director (4) The report outlined in subsection (2)(f) above shall be maintained at the site available to the Owner and Architect Engineer A copy bound of the complete diary shall be submitted to the Owner at the conclusion of the project 2 1 3 Scheduled Control Subsystem (1) Master Protect Schedule - Upon award of this Contract the Construction Tea shall submit a master project 3 schedule covermg the planning and design approvals, construction and Owner occupancy of the Project This schedule will serve as the framework for the subsequent development of all detailed schedules The master project schedule shall be produced and updated monthly throughout the project (2) Construction Schedule And Requirements For Overtime Work For Protects With Construction Costs In Excess of $5,000,000 00 Withm thirty (30) days after the date of the Owner's issuance of a Notice to Proceed, the Construction Manager shall prepare and submit to the Architect-Engmeer a construction schedule m quadruplicate graphically depictmg the activities contemplated to occur as a necessary mcident to performance of the work required to complete the project showing the sequence in which the Construction Manager proposes for each such activity to occur and duration (dates of commencement and completion respectively) of each such activity An example of an acceptable form of such a construction schedule is contained m Appendix I of the Corps of Engineers' Regulation ER 1 1 11 entitled "Network Analysis System" a copy of which is available to the Construction Manager from the Architect -Engineer upon request Another form of construction schedule which provides the same kmd of information and employs the same basic principles as illustrated in Appendix I of the Corps of Engineers' Regulation ER 1 1 11 will be acceptable to the Owner if used by the Construction Manager provided however that the Architect Engineer shall determme whether the construction schedule developed and submitted by the Construction Manager meets the requirements stated above and such determination shall be bmdmg on the Construction Manager Failure of the Construction Manager to develop and submit a construction schedule as aforesaid shall be sufficient grounds for the Architect -Engineer to fmd the Construction Manager in substantial default and certify to the Owner that sufficient cause exists to terminate the contract or to withhold any payment Following development and submittal of the construction schedule as aforesaid the Construction Manager shall at the end of each calendar month occumng thereafter during the penod of time required to fmally complete the subject project, or at such earlier intervals as circumstances may require update and/or revise the construction schedule to show the actual progress of the work performed and the occurrence of all events which have affected the progress of performance of the work already performed or will affect the progress of the performance of the work yet to be performed m contrast with the planned progress of performance of such work, as depicted on the original construction schedule and all updates and/or revisions thereto as reflected m the updated and/or revised construction schedule last submitted prior to submittal of each such monthly update and revision Each such update and/or revision to the construction schedule shall be submitted to the Architect -Engineer in duplicate Failure of the Construction Manager to update revise and submit the construction schedule as aforesaid shall be sufficient grounds for the Architect-Engmeer to find the Construction Manager in substantial default and certify to the Owner that sufficient cause exists to teammate the Contract or to withhold payment to the Construction Manager until a schedule or schedule update acceptable to the Architect-Engmeer is submitted (3) The Construction Manager shall prepare and incorporate into the schedule data base, at the required intervals, the following schedules (a) Pre -Bid Schedules (Subnetworks) - The Construction Manager shall prepare a construction schedule for work encompassed in each bid package The schedule shall be sufficiently detailed as to be suitable for mclusion m the bid package as a framework for contract completion by the successful bidder It shall show the mterrelationships between the work of the successful bidder and that of other subcontractors, and shall establish milestones keyed to the overall master schedule (b) Subcontractor Construction Schedules (Subnetworks) - Upon the award of each sub -contract the Construction Manager shall jointly with the subcontractor, develop a schedule which is more detailed than the pre bid schedule included in the specifications taking into account the work schedule of the other subcontractors The construction schedule shall include as many activities as necessary to make the schedule an effective tool for construction planning and for momtonng the performance of the subcontractor The construction schedule shall also show pertinent activities for matenal purchase orders manpower supply shop drawing schedules and material delivery schedules (c) Occupancy Schedule The Construction Manager shall jointly develop with the Architect -Engineer and Owner a detailed plan inclusive of punch lists final inspections, maintenance training and turn -over procedures to be used for ensunng accomplishment of a smooth and phased transition from construction to Owner occupancy The Occupancy Schedule shall be produced and updated monthly from its inception through final Owner occupancy 2 1 4 Cost Control Subsystem The operation of this subsystem shall provide sufficient timely data and detail to permit the Construction Team to control and adjust the project requirements needs materials equipmen : d systems by building and site elements so that construction will be completed at a cost which together with all ► e project costs will not exceed the maximum total project budget Requirements of this subsystem include the oll ing submissions at the following phases of the project 4 Estimates (a) At completion of Advanced Schematic Preconstruction Phase For Each Item, Bid Package, or Building (b) At Completion of Design Development Phase Each Item, Bid Package, or Buildmg (c) At Completion of 100% Construction Documents Phase For Each Item, Bid Package or Buildmg (d) At establishment of the Guaranteed Maximum Price for Each Building (e) Construction Documents Estimates - Prior to the bid of each bid package when the workmg drawmgs and specifications are complete, the Construction Manager shall prepare and submit a cost estimate on the basis of a quantitative material take off with current local cost for each bid group by subcontract package 2 1 5 Proiect Accounting Subsystem The operation of this subsystem shall enable the Construction Team to plan effectively and to monitor and control the funds available for the project cash flow, costs change orders payments and other major financial factors by comparison of budget estimate total commitment amounts invoiced and amounts payable This subsystem will be produced and updated monthly and includes the following reports which together will serve as a basic accounting tool and an audit trail The Construction Manager will retain all project files m a manner consistent with proper accounting procedures that would be sufficient for an audit by the Owner for a penod of 5 years after fmal completion of the project This report will also provide for accountmg by buildmg and site element (a) Costs Status Report presenting the budget estimate and base commitment (awarded contracts and purchase orders) for any given contract or budget line item It shall show approved change orders for each contract which when added to the base commitment will become the total commitment Pendmg change orders will also be shown to produce the total estimated probable cost to complete the work (b) A Payment Status Report showing the value m place (both current and cumulative) the amount invoiced (both current and cumulative), the retained, the amount payable (both current and cumulative), and the balance remaining A summary of this report shall accompany each pay request (c) A Detailed Status Report showing the complete activity history of each item m the project accounting structure It shall include the budget estimate and base commitment figures for each contract It shall give the change order history mcludmg change order numbers, descnption, proposed and approved dates, and the proposed and approved dollar amounts It shall also show all pending or rejected change orders (d) A Cash Flow Diagram showing the projected accumulation of cash payments agamst the project Cash flow projections shall be generated for anticipated monthly payments as well as cumulative payments (e) A Job Ledger shall be maintained as necessary to supplement the operation of the project accountmg subsystem The job ledger will be used to provide construction cost accountability for general conditions work on site reimbursable expenses and costs requiring accounting needs 2 2 PROJECT MANUAL (1) Upon award of contract the Construction Manager shall develop a draft comprehensive Project Manual descnbmg the services set forth m this Contract This shall provide a plan for the control direction coordination and evaluation of work performed throughout the project organization including identification of Key personnel responsibilities of Construction Manager Owner and Architect -Engineer, work flow diagrams, and strategy for bidding the work The Project Manual shall be updated as necessary throughout the design construction and Owner occupancy phases Five copies of the Project Manual and any updates shall be submitted to the Owner and Architect -Engineer In developing the Project Manual the Construction Manager shall coordinate with the Owner and the Architect Engineer (2) Contents of Proiect Manual The Project Manual shall describe in detail the procedures for executing the work and the organizations participating The Project Manual shall include as a minimum the following sections (a) Proiect Definition - The known characteristics of the project or subprojects shall be described in general terms which will provide the participants a basic understanding of the project or sub -projects (b) Proiect Goals The schedule budget physical technical and other objectives for the project shall be defined (c) Protect Strategy - A narrative descnption of the project delivery methods shal lized to accomplish the project goals 5 (d) Project Work Plan - A matrix display of the program of work to be performed by the Construction Manager, the Architect-Engmeer and the Owner durmg each phase of the project (e) Project Organization - A summary organization chart showing the mterrelationships between the Owner, the Construction Manager and the Architect Engineer and other supporting organizations and permitting review agencies Detailed charts one each for the Construction Manager the Architect -Engineer the Using Agency and Owner showing organizational elements participating m the project shall be mcluded (f) Responsibility Performance Chart A detailed matrix showing the specific responsibilities and interrelationships of the Owner the Architect-Engmeer and Construction Manager The Responsibility Performance Chart shall indicate major responsibility and mmor responsibility for each specific task required to deliver the project The Construction Manager shall develop a similar chart for the personnel within his own organization who are assigned to the project and also for the personnel of the Owner and the Architect Engineer from data supplied by each (g) Flow Diagrams These charts shall display the flow of mformation and the decision process for the review and approval of shop drawings and submittals progress and change orders (h) Written Procedures - The Construction Manager will provide written procedures for communications and coordination required between Construction Team members throughout the project Procedures shall cover such items as correspondence mmutes reports inspections team meetings technical reviews design reviews and other necessary communications 2 3 DESIGN REVIEW AND RECOMMENDATIONS (1) Review and Recommendations and Warranty The Construction Manager shall familiarize himself thoroughly with the evolving architectural, civil, mechanical, plumbing, electrical, and structural plans and specifications and shall follow the development of design from Prelimmanes through Workmg Drawmgs He shall make recommendations with respect to the selection of systems and materials, and cost reducing alternatives mcluding assistance to the Architect Engineer and Owner in evaluating alternative comparisons versus long term cost effects The evaluation shall speak to the benefits of the speed of erection and early completion of the project He shall furnish pertinent information as to the availability of matenals and labor that will be required He shall submit to the Owner Permitting Authority and Architect Engineer such comments as may be appropnate concernmg construction feasibility and practicality He shall call to the Project Director's and the Architect Engineer's attention any apparent defects in the design, drawings and specifications or other documents He shall prepare an estimate of the construction cost utihzmg the unit quantity survey method (2) Review Reports and Warranty Within 45 days after receivmg the Construction Documents for each phase of the project the Construction Manager shall perform a specific review thereof, focused upon factors of a nature encompassed in Paragraph (1) above and on factors set out in Paragraph (5) Promptly after completion of the review, he shall submit to the Project Director and Permitting Authonty with copies to the Architect-Engmeer, a written report covering suggestions or recommendations previously submitted additional suggestions or recommendations as he may deem appropriate and all actions taken by the Architect -Engineer with respect to same any comments he may deem to be appropriate with respect to separating the work mto separate contracts alternative materials and all comments called for under Article 2 3(5) (3) AT COMPLETION OF THE CONSTRUCTION MANAGER'S REVIEW OF THE PLANS AND SPECIFICATIONS EXCEPT ONLY AS TO SPECIFIC MATTERS AS MAY BE IDENTIFIED BY APPROPRIATE COMMENTS PURSUANT TO THIS SECTION THE CONSTRUCTION MANAGER SHALL WARRANT WITHOUT ASSUMING ANY ARCHITECTURAL OR ENGINEERING RESPONSIBILITY THAT THE PLANS AND SPECIFICATIONS ARE CONSISTENT PRACTICAL FEASIBLE AND CONSTRUCTIBLE CONSTRUCTION MANAGER SHALL WARRANT THAT THE WORK DESCRIBED IN THE PLANS AND SPECIFICATIONS FOR THE VARIOUS BIDDING PACKAGES IS CONSTRUCTIBLE WITHIN THE SCHEDULED CONSTRUCTION TIME DISCLAIMER OF WARRANTY - THE OWNER DISCLAIMS ANY WARRANTY THAT THE PLANS AND SPECIFICATIONS FOR THE PROJECT ARE ACCURATE PRACTICAL CONSISTENT OR CONSTRUCTIBLE Long Lead Procurements - The Construction Manager shall review the design for the purpose of identifying long lead procurement items (machinery equipment materials and supplies) When e ch item is identified the Construction Manager shall notify the subcontractors the Project Director and a rchitect-Engineer of the required procurement and schedule Such information shall be included in the b uments and made a part of all affected sub contracts As soon as the Architect Engineer has co le d drawings and technical 6 specifications and the Construction Manager has obtained permitting approval, the Construction Manager shall prepare invitations for bids The Construction Manager shall keep himself informed of the progress of the respective subcontractors or suppliers, manufacturmg or fabncatmg such items and advise Project Director, Owner and Architect -Engineer of any problems or prospective delay m delivery (4) Separate Contracts Planning - The Construction Manager shall review the design with the Architect-Engmeer and make recommendations to the Owner and to the Architect-Engmeer with respect to dividing the work in such manner as will permit the Construction Manager to take bids and award separate construction sub contracts on the current schedule while the design is being completed He shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness access and availability constraints total time for completion construction market conditions, availability of labor and materials community relations and any other factors pertinent to saving time and cost by overlapping design and construction that are authonzed by the Owner (5) Interfacing (a) The Construction Manager shall take such measures as are appropriate to provide that all construction requirements will be covered in the separate subcontracts for procurement of long lead items the separate construction subcontracts and the general conditions items performed without duplication or overlap sequenced to maintain completion of all work on schedule Particular attention shall be given to provide that each bid package clearly identifies the work included m that particular separate subcontract, its schedule for start and completion and its relationship to other separate subcontracts (b) Without assuming any Design responsibilities of the Architect-Engmeer, the Construction Manager shall include m the reports required under Article 2 3(2) comments on overlap with any other separate subcontracts, omissions lack of correlation between drawings, and any other deficiencies noted, m order that the Project Director and Architect-Engmeer may arrange for necessary corrections (6) Job -Site Facilities - The Construction Manager shall arrange for all job -site facilities necessary to enable the Construction Manager and the Owner's representatives and the Architect -Engineer to perform their respective duties m the management inspection and supervision of construction Tangible personal property, otherwise referred to as Job -Site facilities mclude but are not limited to such things as trailers toilets typewnters computers and any other equipment necessary to carry on the project The method of acquiring such job site facilities which are planned to become the property of the owner at the conclusion of the project shall be evaluated based on cost over the life of the project Owning versus leasing shall be considered by the Construction Manager obtammg at least two (2) proposals for leasmg and at least two (2) proposals for purchasmg and then analyzmg which is least expensive over the usage life of the item The Construction Manager shall present his evaluation with recommendation to the owner for approval When the Construction Manager wishes to supply Job -Site Facilities from his own equipment pool, he shall first evaluate buy versus lease as discussed m the paragraph above If leasmg is found to be the least expensive approach, then he may lease such Job Site Facilities from his own equipment pool at a price not greater than the lowest of the three (3) lease proposals obtained For all such facilities purchased which may become the property of the owner at the conclusion of the project the Construction Manager shall maintain ownership responsibilities of such facilities until the project conclusion Reimbursement for cost of such equipment will be made at the conclusion of the project at the documented purchase price At that time the Construction Manager shall provide the owner with a complete inventory for each unit of equipment The inventory shall describe the equipment and identify the purchase price serial number model number and condition Where said equipment has a title said title shall be properly transferred to the Owner or to his designee The Construction Manager is responsible for proper care and maintenance of all equipment while in his control At the time of transfer to the owner the owner may refuse acceptance of the equipment if the owner determines in its sole discretion that the equipment has not been properly cared for by the Construction Manager or that such acquisition would not otherwise be in the best interest of the Owner In such event the Construction Manager will be reimbursed for such item in accordance with Article 9 2(4) hereof (7) Weather Protection - The Construction Manager shall ascertain what temporary enclosures if any of building areas should be provided for and may be provided as a practical matter in order to assure orderly progress of the work in periods when extreme weather conditions are likely to be expenenced He shall submit to the Construction Team his recommendations as to needed requirements of this Jture and as to the contract or contracts m which they should be included 7 (8) Market Analysis and Stimulation of Bidder Interest (a) The Construction Manager shall monitor conditions m the construction market to identify factors that will or may affect costs and time for completmg the project, he shall make analysis as necessary to (1) determine and report on availability of labor matenal, equipment, potential bidders, and possible impact of any shortages or surpluses of labor or matenal and (2) in light of such determinations make recommendations as may be appropnate with respect to long lead procurement separation of construction mto bid packages, sequencing of work, use of alternative matenals, equipment or methods, other economics m design or construction and other matters that will promote cost savings and completion within the scheduled time (b) Within 30 days after receiving Notice to Proceed the Construction Manager shall submit a wntten "Construction Market Analysis and Prospective Bidders Report" setting out recommendations and providmg information as to prospective bidders As various bid packages are prepared for bidding, the Construction Manager shall submit to the Project Director and the Architect Engineer a list of potential bidders The Construction Manager shall be responsible to stimulate bidder interest in the local market place and identify and encourage bidding competition (c) The Construction Manager shall carry out an active program of stimulating interest of qualified Construction Managers in bidding on the work and of famihanzing those bidders with the requirements of this project *2 4 CONSTRUCTION PHASE (1) Construction Manager's Staff The Construction Manager shall maintain sufficient off site support staff and competent full time staff at the Project site authonzed to act on behalf of the Construction Manager to coordinate, inspect and provide general direction of the work and progress of the subcontractors and he shall provide no less than those personnel during the respective phases of construction that are set forth m Exhibit "C" to this agreement He shall not change any of those persons named m Exhibit "C" unless mutually agreed to by the Owner and Construction Manager In such case the Owner shall have the right of approval of the qualifications of replacement personnel Such approval will not be unreasonably withheld (2) Lines of Authority The Construction Manager shall establish and maintain lines of authonty for this personnel and shall provide this definition to the Owner and all other affected parties such as the code mspectors of the Permitting Authority, the sub contractors, the Architect -Engineer and the Owner's representatives, to provide general direction of the work and progress of the vanous phases and subcontractors The Owner and Architect - Engineer may attend meetings between the Construction Manager and his Subcontractors however such attendance shall not diminish either the authority or responsibility of the Construction Manager to administer the subcontractor (3) Schedule and Project Manual Provisions - The Construction Manager shall provide subcontractors and the Owner, its representatives and the Architect Engmeer with copies of the Project Manual (total number of copies not to exceed 10) developed and updated as required by Article 2 2 expanded for the Construction Phase employing their respective milestones beginning and finishing dates, their respective responsibilities for performance and the relationships of their work with respect to subcontractors and suppliers He shall also continue to provide current scheduling mformation and provide direction and coordination regardmg milestones beginning and finishing dates, responsibilities for performance and the relationships of the Construction Manager's work to the work of his subcontractors and suppliers to enable them to perform their respective tasks so that the development of construction progresses in a smooth and efficient manner m conformance with the overall project schedule The schedule shall mclude all phases of the construction work, matenal supplies, long lead procurement approval of shop drawings, change orders in progress schedules for change orders and performance testing requirements He shall advise the Owner its representatives and the Architect Engineer of their required participation in any meeting or inspection giving each at least one week notice unless such notice is made impossible by conditions beyond his control He shall hold job site meetings at least once each month with the Construction Team and at least once each week with the subcontractors and the Architect Engineer's Field Representative or more frequently as required by work progress to review progress discuss problems and their solutions and coordinate future work with all subcontractors (4) Solicitation of Bids (a) Without assuming responsibilities of the Architect Engineer and unless waived in wnting by the Owner the Construction Manager shall prepare invitations for bids or requests for proposal when applicable for all procurements of long lead items matenals and services and for Subcontractor contracts Such invitations for bids shall be prepared in accordance with the following guidelines *Not Applicable at this time 8 1 Contracts over $1,000 but not exceeding $10,000 may be entered mto by the Construction Manager with the firm which submits the lowest verbal quotation The Construction Manager shall obtain a mmimum of two (2) verbal quotations These quotations shall be entered on a bid tabulation sheet and a copy of such tabulation sent to the Owner, Architect Engmeer and to each firm The successful quotation shall be confirmed by wntten contract or purchase order to the low bid firm defmmg the scope and quality of work to be provided 2 Contracts exceeding $10,000 but not exceedmg $200 000 may be entered mto by the Construction Manager with the firm who is qualified and submits the lowest responsive proposal The Construction Manager shall request at least three (3) firms to submit sealed written proposals based on a wntten drawings and/or specification The wntten proposals shall all be opened publicly at the location date and time named by the Construction Manager in his request for proposal A tabulation of the results shall be furnished to the Owner Architect Engineer and to each firm 3 Contracts exceeding $200 000 but not exceeding $500 000 may be entered into by the Construction Manager with the firm who is qualified and submits the lowest responsive proposal The Construction Manager shall advertise these projects at least once with the last advertisement appearing at least 21 calendar days prior to the established bid opening date and at least 5 days prior to any scheduled pre bid conference These proposals shall be based on approved plans and specifications Bids shall be received and opened publicly at the location date and time established in the bid advertisement 4 Contracts exceeding $500 000 shall be treated the same as described under 3 above except that the advertisement shall be run for at least 30 days prior to the established bid openmg and at least 5 days pnor to any scheduled pre bid conference 5 Individual purchases of materials or rentals or leases of equipment amountmg to less than $1 000 00 each may be made without bids or quotes when reasonably necessary to expedite work on the project however the Construction Manager shall not divide or separate a procurement m order to avoid the requirements set forth above 6 Site utilities may be acquired at market rates from the entity(ies) providing such in the franchise area (b) As part of such preparation the Construction Manager shall review the specifications and drawings prepared by the Architect Engmeer Ambiguities conflicts or lack of clarity of language use of illegally restrictive requirements and any other defects in the specifications or in the drawings noted by the Construction Manager shall be brought to the attention of the Project Director and Architect -Engineer in written form (c) For each separate construction contract exceeding $25 000, the Construction Manager shall unless waived by Owner conduct a pre -bid conference with prospective bidders the Architect-Engmeer and Project Director In the event questions are raised which require an interpretation of the bidding documents or otherwise indicate a need for clarification or correction of the invitation the Construction Manager shall transmit these to the Architect-Engmeer and upon receiving clanfication or correction m wntmg shall prepare an addendum to the biddmg document and issue same to all of the prospective bidders (d) For all contracts exceeding $25,000 the Construction Manager shall establish a pre qualification procedure for applicable subcontract trades Bonds In accordance with the provisions of Section 255 05 Florida Statutes the Construction Manager shall provide to the Owner on forms furnished by the Owner a 100% Performance Bond and a 100% Labor and Material Payment Bond each in an amount not less than the total construction cost as defined m Article 9 and inclusive of the Construction Manager's fees To be acceptable to the Department of Management Services as Surety for Performance Bonds and Labor and Material Payment Bonds a Surety Company shall comply with the following provisions 1 The Surety Company shall have a currently valid Certificate of Authority issued by the State of Florida Department of Insurance authorizing it to wnte surety bonds in the State of Florida 2 The Surety Company shall have currently valid Certificate of Authority issued by the United States Department of Treasury under Sections 9304 to 9308 of Title 31 of the United States Code 3 The Surety Company shall be m full compliance with the provisions of the Flonda Insurance Code 4 The Surety Company shall have at least twice the minimum surplus Cd pital required by the Florida Insurance Code at the time the invitation to bid is issued 5 If the Contract Award Amount exceeds $500,000 the Surety Company shall also comply with the followmg provisions A The Surety Company shall have at least the following minimum ratings m the latest issue of Best's Key Ratmg Guide CONTRACT AMOUNT $ 500 000 TO 1 000 000 1 000,000 TO 2 000 000 2 000 000 TO 5,000 000 5 000 000 TO 10 000 000 10,000 000 TO 25,000,000 25 000 000 TO 50 000 000 50,000 000 TO 100,000 000 POLICY REQUIRED HOLDER'S FINANCIAL RATING RATING aaaaaaa CLASS I CLASS II CLASS III CLASS IV CLASS V CLASS VI CLASS VII B The Surety Company shall not expose itself to any loss on any one nsk m an amount exceedmg ten (10) percent of its surplus to policyholders, provided (a) Any nsk or portion of any nsk being reinsured shall be deducted m determmmg the limitation of the risk as prescribed in this section These minimum requirements shall apply to the remsurmg carrier providing authorization or approval by the State of Flonda Department of Insurance to do business m this state have been met (b) In the case of the surety msurance company in addition to the deduction for remsurance, the amount assumed by any co surety the value of any security deposited, pledged or held subject to the consent of the surety and for the protection of the surety shall be deducted (6) Quality Control - The Construction Manager shall develop and maintain a program acceptable to the Owner and Architect-Engmeer, to assure quality control of the construction He shall supervise the work of all subcontractors providing instructions to each when their work does not conform to the requirements of the plans and specifications and he shall contmue to exert his mfluence and control over each subcontractor to ensure that corrections are made in a timely manner so as to not affect the efficient progress of the work Should disagreement occur between the Construction Manager and Architect Engmeer over acceptability of work and conformance with the requirements of the specifications and plans the Owner shall be the fmal judge of performance and acceptability (7) Subcontractor Interfacing - The Construction Manager shall be the smgle pomt of mterface with all subcontractors for the Owner and all of its agents and representatives mcludmg the Architect-Engmeer He shall negotiate all change orders field orders and request for proposals with all affected subcontractors and shall review the costs of those proposals and advise the Owner and Architect-Engmeer of their validity and reasonableness acting m the Owner's best mterest prior to requestmg approval of each change order from the Owner Before any work is begun on any change order, a written authorization from the Owner must be issued However when health and safety are threatened the Construction Manager shall act immediately to remove the threat to health and safety He shall also carefully review all shop drawmgs and then forward the same to the Architect Engineer for review and actions The Architect -Engineer will transmit them back to the Construction Manager who will then issue the shop drawings to the affected subcontractor for fabncation or revision The Construction Manager shall mamtam a suspense control system to promote expeditious handling He shall request the Architect Engineer to make interpretations of the drawings or specifications requested of him by the subcontractors and shall maintain a suspense control system to promote timely response He shall advise the Project Director and Architect Engmeer when timely response is not occumng on any of the above (8) Permits The Construction Manager shall secure all necessary building permits from the Permitting Authonty and all necessary utility connection permits the cost of which will be considered a direct cost item (9) Job Site Requirements (a) The Construction Manager shall provide for each of the following activities as a part of his Construction Phase fee 1 Maintain a log of daily activities including manpower records,a)her delays major decisions etc 10 2 Mamtam a roster of companies on the project with names and telephone numbers of key personnel 3 Establish and enforce job rules governing parking, clean-up, use of facilities and worker disciplme 4 Provide labor relations management for a harmonious, productive project 5 Provide a safety program for the project to meet OSHA requirements Monitor for subcontractor compliance without relieving them of responsibilities to perform work m accordance with the best acceptable practice 6 Provide a quality control program as developed under Article 2 4(6) heremabove 7 Miscellaneous office supplies that support the construction efforts which are consumed by his own forces 8 Travel to and from his home office to the project site and Tallahassee as the project requires (b) The Construction Manager shall provide personnel and equipment or shall arrange for separate subcontracts to provide each of the following as a direct cost item 1 Schedule the services of mdependent testing laboratories and provide the necessary testing of materials to ensure conformance to contract requirements 2 The prmting and distribution of all required bidding documents and shop drawings mcludmg the sets required by the Permitting Authonty's mspectors (10) Job Site Administration - The Construction Manager shall provide as part of his construction phase fee job site adrmnistrative functions durmg construction to assure proper documentation mcludmg but not limited to such things as the following (a) Job Meetmgs Hold weekly progress and coordination meetings to provide for an easy flowing project Implement procedures and assure timely submittals, expedite processing approvals and return of shop drawings samples, etc Coordinate and expedite critical ordering mcludmg direct tax savmg purchases and delivery of materials work sequences mspection and testing, labor allocation etc Review and coordinate each subcontractor's work Review and implement revisions to the Schedule Monitor and promote safety requirements In addition regular project status meetings will be held between the architect, owner and Construction Manager either biweekly or monthly whichever is designated by the Project Director Use the job site meeting as a tool for preplanning of work and enforcing schedules and for establishing procedures responsibilities and identification of authonty for all to clearly understand Identify party or parties responsible for follow up on any problems, delay items or questions and record course for solution Revisit each pending item at each subsequent meetmg until resolution is achieved Require all present to make any problems or delaying event known to those present for appropnate attention and resolution (b) Shop Drawing Submittals/Approvals Provide staff to check shop drawings and to implement procedures for submittal and transmittal to the Architect Engineer of such drawings for action and closely monitor their submittal and approval process (c) Matenal and Equipment Expediting Provide staff to closely monitor matenal and equipment deliveries critically important checking and follow up procedures on supplier commitments of all subcontractors (d) Payments to subcontractors Develop and implement a procedure for review processing and payment of applications by subcontractors for progress and final payments (e) Document Interpretation Refer all questions for interpretation of the documents prepared by the Architect - Engineer to the Architect -Engineer (f) Reports and Protect Site Documents - Record the progress of the project Submit wntten progress reports to the Owner and the Architect -Engineer including information on the subcontractor's work and the percentage of completion Keep a daily log available to the Owner the Architect Engineer and the Permitting Authority inspectors (g) Subcontractor's Progress Prepare periodic punch lists for subcontra ork including unsatisfactory or 11 incomplete items and schedules for their completion (h) Substantial Completion - Ascertam when the work or designated portions thereof are ready for the Architect -Engineer's substantial completion inspection From the Architect -Engineer's list of mcomplete or unsatisfactory items prepare a schedule for their completion mdicatmg completion dates for the Owner's review If the Construction Manager wishes the Architect-Engmeer to conduct a pre -substantial completion mspection in conjunction with his own forces the Architect-Engmeer will prepare the presubstantial punch list from which the Construction Manager will develop a completion schedule The Architect Engineer will issue a certificate of substantial completion when the work on his presubstantial punch list has been accomplished (See Exhibit D) (i) Final Completion - Monitor the Subcontractor's performance on the completion of the project and provide notice to the Owner and Architect Engmeer that the work is ready for final inspection Secure and transmit to the Owner through the Architect Engineer all required guarantees affidavits releases bonds and waivers manuals record drawings and mamtenance books including the Final Completion form shown m Exhibit E (j) Start -Up - With the Owner s personnel direct the checkout of utilities operations systems and equipment for readiness and assist in their initial start up and testing by the trade subcontractors (k) Record Drawings During the progress of the work the Construction Manager shall require the plumbing air conditioning heating ventilating, elevator and electrical subcontractors to record on their field sets of drawings the exact locations as installed of all conduit pipe and duct Ines whether concealed or exposed which were not installed exactly as shown on the contract drawings The Construction Manager shall also record all drawing revisions that have been authorized by change order that effect wall or partition locations, door and window locations and other template changes The exact routing of conduit runs shall be shown on these drawings Each drawing shall be noted "As Built" and shall bear the date and name of the subcontractors that performed the work Where the work was installed exactly as shown on the contract drawings the sheets shall not be disturbed except as noted above The Construction Manager shall review the completed As Built drawmgs and ascertam that all data furnished on the drawings are accurate and truly represent the work as actually mstalled When manholes boxes underground conduits plumbing hot or chilled water lines inverts etc are involved as part of the work, the Construction Manager shall furnish true elevations and locations all properly referenced by usmg the original bench mark used for the institution or for this project (11) Administrative Records - The Construction Manager will maintam at the job site unless agreed to otherwise by the Project Director, on a current basis files and records such as but not limited to the following Contracts or Purchase Orders Shop Drawing Submittal/Approval Logs Equipment Purchase/Delivery Logs Contract Drawings and Specifications with Addenda Warranties and Guarantees Cost Accounting Records Sales Tax Recovery Status Report Labor Costs Material Costs Equipment Costs Cost Proposal Requests Payment Request Records Meeting Minutes Cost -Estimates Bulletin Quotations Lab Test Reports Insurance Certificates and Bonds Contract Changes Purchase Orders Material Purchase Delivery Logs Technical Standards Design Handbooks As Built' Marked Prints Operating & Maintenance Instruction 12 Daily Progress Reports Monthly Progress Reports Correspondence Files Transmittal Records Inspection Reports Bid/Award Information Bid Analysis and Negotiations Punch Lists PMIS Schedule and Updates Suspense (Tickler) Files of Outstanding Requirements Project Manual The project records shall be available at all times to the Owner and Architect -Engineer for reference or review (12) Owner Occupancy The Construction Manager shall provide services during the design and construction phases, which will provide a smooth and successful Owner occupancy of the project He shall provide consultation and project management to facilitate Owner occupancy and provide transitional services to get the work as completed by the Construction Managers "on line" in such conditions as will satisfy Owner operational requirements He shall conduct the Construction Manager's prelimmary punch list mspection and coordmate the completion of all punch list work to be done with Owner occupancy requirements in mind He shall catalog operational and maintenance requirements of equipment to be operated by maintenance personnel and convey these to the Owner m such a manner as to promote their usability He shall provide operational training, in equipment use, for buildmg operators He shall secure required guarantees and warranties, assemble and deliver same to the Owner m a manner that will facilitate their maximum enforcement and assure their meaningful implementation He shall continuously review "As -Built" Drawings and mark up progress prints to provide as much accuracy as possible The Owner will not occupy or take control of the project until the above items discussed m this paragraph have been completed and the "Substantial Completion", "Start -Up" "Record Drawmg", and "Warranty" requirements specified in paragraphs 2 4(10)h 2 4(10)j, 2 4(10)k, and 2 4(13) have been completed to the Owner's satisfaction excluding the requirements for a warranty mspection nme months after Owner Occupancy (13) Warranty - Where any work is performed by the Construction Manager's own forces or by subcontractors under contract with the Construction Manager, the Construction Manager shall warrant that all matenals and equipment mcluded m such Work will be new except where indicated otherwise m Contract Documents, and that such Work will be of good quality free from improper workmanship and defective matenals and m conformance with the Drawmgs and specifications With respect to the same Work, the Construction Manager further agrees to correct all work found by the Owner to be defective in matenal and workmanship or not m conformance with the Drawmgs and Specifications for a penod of one year from the Date of Substantial Completion or for such longer penods of time as may be set forth with respect to specific warranties contamed in the trade sections of the Specifications The Construction Manager shall collect and deliver to the Owner any specific wntten warranties given by others as required by the Contract Documents Also the Construction Manager shall conduct jointly with the Owner and the Architect -Engineer a warranty inspection nine (9) months after the date of Owner Occupancy ARTICLE 3 OWNER S RESPONSIBILITIES 3 1 Owner's Information - The Owner shall provide full information regarding his requirements for the project 3 2 Owner's Representative - The Owner shall designate a representative who shall be fully acquainted with the project and shall define the lines of Owner authority to approve Project Construction Budgets and changes in Project He shall render decisions promptly and furnish information expeditiously 3 3 Architect and Engineer s Agreement - The Owner shall retain an Architect -Engineer for design and to prepare construction documents for the project The Architect Engineer s services duties and responsibilities are described in the Agreement between the Owner and the Architect Engineer a copy of which will e furnished to the Construction Manager The Agreement between the Owner and the Architect -Engineer sh n be modified without wntten notification to the Construction Manager 13 4 Site Survey and Reports - The Owner shall provide for the furnishing for the site of the project all surveys descnbmg the physical charactenstics, soil reports, and subsurface investigations, legal imitations, utility locations, and a legal descnption 3 5 Approvals and Easements - The Owner shall pay for necessary approvals easements, assessments and charges required for the construction, use or occupancy of permanent structures or for permanent changes m existing facilities 3 6 Legal Services - The Owner shall furnish such legal services as may be necessary for providing the items set forth in Article 3 5 and such auditing services as he may require 3 7 Drawings and Specifications - The Construction Manager will be furnished a reproducible set of all copies of Drawings and Specifications reasonably necessary and ready for printing 3 8 Cost of Surveys & Reports - The services information surveys and reports required by the above paragraphs shall be furnished with reasonable promptness in accordance with the approved schedule at the Owner's expense and the Construction Manager shall be entitled to rely upon the accuracy and completeness thereof 3 9 Project Fault Defects - If the Owner becomes aware of any fault or defect m the Project or non-conformance with the drawmgs and specifications he shall give prompt wntten notice thereof to the Construction Manager and Architect Engmeer 3 10 Funding - The Owner shall furnish m accordance with the established schedule, reasonable evidence satisfactory to the Construction Manager that sufficient funds will be available and comnutted for the cost of each part of the Project The Construction Manager shall not commence any work, unless authorized m wntmg by the Owner 3 11 Lmes of Communication - The Owner and Architect Engineer shall communicate with the subcontractors or suppliers only through the Construction Manager while such method of communication is effective m mamtammg project schedules and quality 3 12 Lines of Authority The Owner shall establish and mamtain lines of authority for his personnel and shall provide this definition to the Construction Manager and all other affected parties 3 13 Pernutting & Code Inspections - The Owner recognizes and coordinates with the Permittmg Authonty and expects the Construction Manager to do the same ARTICLE 4 PERMITTING AND INSPECTION Before Construction can begin it is necessary by statute for the Construction Manager to obtain a Buildmg Permit In addition, construction will be mspected for code compliance compliance with drawmgs and specifications and quality by mspectors workmg for the Permitting Authonty The buildmg permitting and code inspection requirements shall be as described m Articles 4 1 through 4 2 heremafter The Contractor will pay all permit fees of the Village of Key Biscayne 4 1 Building Permits - The Construction Manager shall provide the followmg mformation to the Per mittmg Authonty and obtain approval from the Permittmg Authority pnor to beginning construction (1) Two (2) sets of documents signed sealed and dated by the Architect -Engineer with all addenda enclosed with each set These documents may be sent to the Permitting Authority prior to sending the Building Permit Application addressed in 4 1(2) hereinafter (2) The completed Village of Key Biscayne Building Permit Application Form attached as Exhibit F 4 2 Code Inspections All projects require detailed code compliance inspections during construction in disciplines determined by the Permitting Authonty These disciplines normally include but are not necessanly limited to structural mechanical electrical plumbmg and general building Inspection personnel will be provided by the Permitting Authonty Names addresses and phone numbers of the inspectors will be provided to the Construction Manager by the Permitting Authority The Construction Manager shall notify the appropriate inspector(s) no less than 24 hours m advance that the work is ready for inspection and before the work is covered up Work not inspected and approved prior to cover-up shall be uncovered for inspection when directed by the Permitting Authority All costs for uncoyefi ig and reconstruction shall be borne by the Construction Manager 14 All inspections shall be made for conformance with the applicable buildmg codes compliance with drawmgs and specifications and quality Cost for all remspections of work found defective and subsequently repaired shall be borne by the Construction Manager ARTICLE 5 SUBCONTRACTS 5 1 Definition - A subcontractor is a person or organization who has a direct contract with the Construction Manager to perform any of the work at the site Nothing contained in the Contract Document shall create any contractual relation between the Owner or Architect -Engineer and any subcontractor 5 2 Proposals - Subject to Article 9 and in accordance with Article 2 4(4) the Construction Manager shall request and receive proposals from subcontractors and suppliers and will award those contracts to the qualified low bidder after he has reviewed each proposal and is satisfied that the subcontractor is qualified to perform the work 5 3 Required Subcontractors' Qualifications and Subcontract Conditions 5 3 1 Subcontractual Relations - By an appropnate written agreement the Construction Manager shall require each subcontractor to the extent of the work to be performed by the subcontractor to be bound to the Construction Manager by the terms of the Contract Documents and to assume toward the Construction Manager all the obligations and responsibilities which the Construction Manager by these Documents assumes toward the Owner and the Architect Engineer Said agreements shall preserve and protect the rights of the Owner and Architect -Engineer under the Contract Documents with respect to the Work to be performed by the subcontractor so that the subcontracting thereof will not prejudice such nghts Where appropriate the Construction Manager shall require each Subcontractor to enter into similar agreements with his Sub subcontractor The Construction Manager shall make available to each proposed Subcontractor prior to the execution of the Subcontract copies of the Contract Documents to which the Subcontractor will be bound by this Article 5 3 and identify to the Subcontractor any terms and conditions of the proposed Subcontract which may be at vanance with the Contract Documents Each Subcontractor shall similarly make copies of such Documents available to his Sub subcontractors 5 3 2 Subcontract Requirements (1) On all subcontracts where the bid exceeds $100 000 the Construction Manager may require subcontractors to provide a 100% performance bond and a 100% labor and material payment bond from a surety company authorized to do business m the State of Flonda by the Department of Insurance If the Construction Manager wishes to award subcontracts to Subcontractors unable to supply this bonding he may request special authorization to do so Upon providing justifiable background information such authorization shall not be withheld unreasonably (2) On all subcontracts where the bid exceeds $200 000 00 each subcontractor must submit a completed expenence questionnaire and financial statement on the form entitled "Experience Questionnaire and Construction Manager's Financial Statement" Form #DBC 5085 incorporated herein by reference The subcontractors financial condition must demonstrate that adequate fixed and liquid assets and equipment are available to properly perform the subcontract (3) Workforce The subcontractor must agree to perform no less than 15% of the project construction work utilizing its own employees (4) Subcontractor experience The subcontractor must have successfully completed no less than two projects of similar size and complexity within the last five years (5) Supervision The subcontractor must agree to provide field (on site) supervision through a named superintendent for each trade (general concrete forming and placement masonry mechanical plumbing electrical and roofing) included in the subcontract In addition the subcontractor shall assign and name a qualified employee for scheduling direction for its work The supervisory employees of the subcontractor (including field supenntendent foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years The subcontractor shall include a resume of experience for each employee identified by him to supervise and schedule his work (6) All subcontracts shall provide a LIMITATION OF REMEDY - NO DAMAGES FOR DELAY That the subcontractor's exclusive remedy for delays in the performance of the contract caused by events beyond 15 its control, mcludmg delays claimed to be caused by the Owner or Architect-Engmeer or attributable to the Owner or Architect-Engmeer and mcludmg claims based on breach of contract or negligence shall be an extension of its contract time In the event of a change m the work the subcontractor's claim for adjustments m the contract sum are limited exclusively to its actual costs for such changes plus no more than 15% for overhead and profit and bond costs Each subcontract shall require the subcontractor to expressly agree that the foregoing constitute the sole and exclusive remedies for delays and changes in the work and thus elimmate any other remedies for claim for increase m the contract pnce damages losses or additional compensation b Each subcontract shall require that any claims by subcontractor for delay or additional cost must be submitted to Construction Manager within the time and in the manner in which the Construction Manager must submit such claims to the Owner and that failure to comply with the conditions for giving notice and submitting claims shall result in the waiver of such claims 5 4 Responsibilities for Acts and Omissions The Construction Manager shall be responsible to the Owner for the acts and omissions of his employees and agents and his subcontractors their agents and employees and all other persons performing any of the work or supplying materials under a contract to the Construction Manager 5 5 Subcontracts to be provided The Construction Manager shall include a copy of each subcontract, mcludmg the general supplementary conditions m the project manual ARTICLE 6 SCHEDULE, TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 6 1 At the time a Guaranteed Maximum Price (GMP) is established as provided for m Article 7 a project substantial completion date a project fmal completion date and an Owner Occupancy date for completion of the project in accordance with the master project schedule shall also be established by the Construction Team The Construction Manager agrees to complete the construction in accordance with the agreed upon substantial completion date fmal completion date and Owner Occupancy date The Construction Manager acknowledges that failure to complete the project withm the construction time set forth in the approved schedule may result m substantial damages to the Owner for all of which damages the Construction Manager shall be liable 6 2 The date of Owner Occupancy shall occur as descnbed in Article 2 4(12) heremabove Warranties called for by this Agreement or by the Drawings and Specifications shall commence on the Date of Owner Occupancy of the project ARTICLE 7 GUARANTEED MAXIMUM PRICE FOR CONSTRUCTION 7 1 When the Design Development Documents are sufficiently complete to establish the scope of work for the project or any portion thereof as generally defined by a design document hstmg to be provided by the Architect-Engmeer and Construction Manager upon execution of this Agreement which is to be used only as a guide m developing the specifications and plan data necessary to establish a Guaranteed Maximum Pnce or at such time thereafter designated by the Owner the Construction Manager will establish and submit m wntmg to the Owner for his approval a Guaranteed Maximum Pnce, guaranteeing the maximum pnce to the Owner, for the construction cost of the project or designated part thereof If the parties fail to agree on the GMP either party may terminate this Agreement and shall have no further liability Such Guaranteed Maximum Price will be subject to modification for changes m the project as provided in Article 10 However the actual pnce paid for the work by the Owner shall be the actual cost of all work subcontracts supply contracts direct labor costs direct supervision costs and direct job costs as defined under Article 9 plus the Construction Manager's fees or the GMP whichever is less when the work is complete 7 2 The GMP will only include those taxes in the cost of the project which are legally enacted at the time the GMP is established 7 3 When the project is bid and 100% of the Trade Contracts have been executed the contingency withm the GMP shall be decreased in proportion to the percent of the work completed In other words, if 10% of the work has been completed and the Owner requests that the contingency within the GMP be adjusted then 10% of the contingency within the GMP will be removed from the GMP by change order 7 4 At the time of submission of a Guaranteed Maximum Price the Construction Manager will verify the time schedule for activities and work which were adopted by the Construction Team and used to determine the Construction Manager's cost of work In addition to the cost of work a GMP will include an agreed upon sum .. e construction contingency which is included for the purpose of defraying the expenses due to unforeseen circu ' to es relating to construction The Construction Manager will be required to furnish documentation evidenc g e penditures charged to this contingency prior to the release of funds by the Owner Documentation for use of e Co tangency shall be determined 16 by the Construction Team, mcluded m the Project Manual and displayed monthly m the PMIS The Architect-Engmeer shall venfy the actual costs If bids are received below the applicable ime items m the GMP, the surplus will be added to the contmgency If bids are received above the applicable lme item m the GMP the deficiency will be taken from the contingency, however such events shall not be cause to increase the GMP If bids are not received for a portion of the work at or below the applicable line item amount m the GMP the Construction Manager reserves the nght to perform that portion of the work as acknowledged by the Owner or negotiate for its performance for the specified line item lump sum amount or less ARTICLE 8 CONSTRUCTION MANAGER S FEE 8 1 In consideration of the performance of the contract, the Owner agrees to pay the Construction Manager as compensation for his services fees as set forth in Subparagraphs 8 1 1 8 1 2 and 8 1 3 8 1 1 Preconstruction Phase Fee - For the performance of the services set forth under paragraphs 2 1 3(1) 2 1 4(a)(b)(c)(d) 2 3(1) and 2 3(2) and for profit and overhead related to these services a total fee of $113,190 00 The Preconstruction Phase Fee shall be paid in 7 monthly payments of $14 148 00 each and a final monthly payment of $14,154 00 at completion of Preconstruction Phase Services The first monthly payment shall become due thirty days followmg the issuance of Notice To Proceed with the Preconstruction Phase Services The Construction Manager's personnel to be assigned during this phase and their duties and responsibilities to this project and the duration of their assignments is shown on Exhibit G 8 1 2 Construction Phase Fee - Prior to commencement of the Construction Phase, the Owner will direct the Construction Manager in writing to proceed into the Construction Phase The Construction Manager's compensation for work or services performed dunng the Construction Phase shall be a fee of $* (However, the Owner retains the nght to review the need and effectiveness of any employee or employees assigned by the Construction Manager, should the Project Director question the need for the employee or employees) The Construction Phase Fee shall be mvoiced and paid m * monthly payments of $* each and one final monthly payment of $* The first monthly payment shall become due thirty days following the issuance of the first Construction Authonzation by the Project Director and the final monthly payment shall be paid only when construction of the project is finally completed and occupancy of the project accepted by the Owner If construction is authorized only for a part of the project the fee paid shall be proportionate to the amount of work authonzed by the Owner (1) Adjustments in Fee - For changes in the project as provided in Article 10 the construction phase fee shall be adjusted as follows (a) The Construction Manager shall be paid an additional fee subject to negotiation if the Construction Manager is placed m charge of reconstruction of an msured or unmsured loss excludmg any condition that may have been caused from negligent acts by the Construction Manager (b) Should the duration of the construction stipulated herein for Final Completion extend beyond * months after the Notice To Proceed receipt of fmal drawings and specifications or receipt of all necessary permits whichever is later due to no fault of the Construction Manager the Construction Manager's Additional Construction Phase Fee will be $* per working day, for each day or portion thereof The Construction Manager's staff dunng such time extensions shall be that shown in Exhibit H (c) The Construction Manager will not be due any additional Overhead and Profit on increases in the Guaranteed Maximum Price (GMP) that do not exceed $* Should the GMP be increased by more than $* under the terms of Article 10 hereinafter due to no fault of the Construction Manager the Construction Manager's additional Overhead and Profit for the Construction Phase will be *% of that portion of the accumulative increases in the GMP that exceed the GMP by more than $*, and will be paid by the Owner as a one time payment for each increase Construction Manager's Exclusive Remedy In the event the construction Substantial or Final Completion date is extended, regardless of whether delay is caused by any act or neglect of the Owner or the Architect Engineer or is attributable to the Owner or the Architect-Engmeer the Construction Manager's sole and exclusive remedy is an extension of the construction completion date and payment of additional Construction Phase fees and Overhead and Profit for Construction Phase as prow above *Not Applicable at this time 17 (2) Costs and Expenses Included m Fee The following are included in the Construction Manager's fee for services during the Construction Phase (a) Salaries or other compensation of the Construction Manager's employees at his pnncipal office and branch offices The Construction Manager's personnel to be assigned during the construction phase their duties and responsibilities to this project and the duration of their assignments are shown on Exhibits I and J (b) General operating expenses related to this project of the Construction Manager's prmcipal and branch offices (c) The costs of all data processing staff (d) Salaries or other compensation of the Construction Manager's employees at the job site The Construction Manager s personnel to be assigned to the site during the Construction Phase under the job site management and supervision fee their duties and responsibilities and the duration of their assignment are shown on Exhibit J General operating expenses mcurred m the management and supervision of the project except as expressly included m Article 9 Those services set forth m Article 2 4(9)(a) Job office supplies - includes paper pencils, paper clips, file folders staples etc and janrtonal supplies (photo copy or blue print paper not included) (h) Relocation expenses for Construction Manager's personnel (i) Direct tax saving purchase program 8 1 3 Overhead And Profit For Construction Phase - For overhead profit and general expenses of any kind, except as may be expressly included in Article 9, for services provided durmg and related to the construction phase the fee shall be $* and shall be paid proportionally to the ratio of the cost of the work m place excludmg stored matenals and less retainage (see Article 12 1) as it bears on the latest estimate of the total construction cost or to the GMP or to the Owner's Construction Budget whichever is less The balance of the fee shall be paid when construction of the project is finally completed and occupancy of the project accepted by the Owner If construction is authonzed only for a part of the project the fee paid shall be proportionate to the amount of work authonzed by the Owner The Construction Manager's exclusive remedy for any adjustments m the Overhead and Profit for Construction Phase fee is provided m Article 8 1 2(1) ARTICLE 9 COST OF THE PROJECT 9 1 Definition The term Cost of the Project shall mean costs necessanly mcurred m the Project during the Construction Phase for Construction services and paid by the Construction Manager which are not included m Article 8 Such costs shall mclude the items set forth below in this Article The Owner agrees to pay the Construction Manager for the Cost of the Project as defined in Article 9 Such payment shall be in addition to the Construction Manager's fees stipulated in Article 8 9 2 Direct Cost Items (1) Wages paid for labor (as opposed to wages paid to management or supervisory personnel) in the direct employ of the Construction Manager m the performance of his work under Agreement times a multiple of 1 45% to cover fringe benefits (2) Cost of all materials supplies and equipment incorporated in the Project including costs of transportation and storage thereof (3) Payments due to subcontractors from the Construction Manager or made by the Construction Manager to subcontractors for their work performed pursuant to contract under this Agreement *Not Applicable at this time 18 (4) Cost mcludmg transportation and maintenance of all matenals, supplies, equipment, temporary facihthes and hand tools not owned by the workmen, which are employed or consumed m the performance of the work, cost on such items used but not consumed which may be turned over to the Owner at the end of the project and cost less salvage value on such items used but not consumed which remain the property of the Construction Manager For those items to be turned over to the Owner at the end of the project Article 2 3(6) shall apply (5) Rental charges on all necessary machinery and equipment exclusive of hand tools used at the site of the Project whether rented from the Construction Manager or other, mcludmg installation, repairs and replacements dismantling removal costs of lubrication transportation and delivery costs thereof which are used in the support of a sub contractor or the Construction Manager's own forces m the performance of the work, at rental charges consistent with those prevailing in the area (6) Cost of the premiums for all insurance and cost of premiums for all bonds which the Construction Manager is required to procure by this Agreement specifically for the construction project This includes any sub contractor bonds the Construction Manager deems appropriate (7) Sales use gross receipts or similar taxes related to allowable direct costs of the Project imposed by any governmental authority and for which the Construction Manager is liable (8) The cost of corrective work subject however, to the GMP and except for any corrective work made necessary because of defective workmanship or other causes contributed to by the Construction Manager or his subcontractors or suppliers No costs shall be paid by the Owner to the Construction Manager for any expenses made necessary to correct defective workmanship or to correct any work not in conformance with the Plans and Specifications or to correct any deficiency or damage caused by negligent acts by the Construction Manager (9) Minor expenses at the site such as telegrams long distance telephone calls, telephone service expressage postage and similar petty cash items m connection with the Project to be billed at cost (10) Costs for trash and debris control and removal from the site (11) Cost mcurred due to an emergency affectmg the safety of persons and property (12) Legal costs reasonably and properly resultmg from prosecution of the Project for the Owner, mcludmg handling claims for changes by Subcontractors and Vendors subject to the following limitations (a) The Owner approved incurring such costs m advance which approval shall not be unreasonably denied and (b) The legal costs were not incurred as result of the Construction Manager's own negligence or default This paragraph does not provide for payment of legal costs mcurred m preparing or assertmg claim or requests by Construction Manager itself for change orders or m enforcmg the obligations of this contract (13) All costs directly incurred in the performance of the Project for the benefit of the Project and not included in the Construction Manager's fees as set forth in Article 8 (14) If requested by the Owner the Construction Manager will perform all or a portion of any item in Article 9 for the cost of the work (15) If approved by the Owner, the Construction Manager, when qualified may perform all or a portion of the work for any item listed on the estimate or GMP breakdown where it is deemed advantageous due to schedule or economic benefit for the direct cost of the work (16) Transportation greater than 100 miles from the site for those personnel employed directly for the project not including relocation expenses Such transportation must be approved in advance by the Owner and may be in accordance with the Construction Manager's standard personnel policy but not exceeding the limits established by Florida Statutes 112 061 (17) Costs of all reproductions used for bidding or information purposes required by the project to directly benefit the project (18) Costs for watchman and security services for the project (19) Costs for efficient logistical control of the site including honzont:1 and vertic .1 transportation of matenals and 19 personnel Also costs for adequate storage and parking space (20) Costs for such temporary facilities durmg construction, as approved by the Owner, mcludmg temporary water, heat power, sanitary facilities telephones, radios and computers with software (21) Costs for any job site items not referenced herem not normally provided by the subcontractors which will be provided by the Construction Manager as required to complete the work (22) Cost of utilizing a computer aided design and drafting application (CADD) for record drawmgs as described in Article 2 4(10)(k) Upon completion of the work, the Construction Manager shall obtain two (2) sets of disk files from the Architect-Engmeer and record to scale all as -built conditions The disk shall be submitted to the Architect -Engineer when completed together with two sets of blue line or black line prints for certification and forwarding to the Client Agency at the time of final completion ARTICLE 10 CHANGE IN THE PROJECT 10 1 Change Orders - The Owner without invalidating this Agreement may order Changes m the Project within the general scope of this Agreement consisting of additions deletions or other revisions, the GMP and the Construction Completion Date, being adjusted accordingly All changes in the Project not covered by an authonzed contingency shall be authorized by Change Order signed by the Owner before the change is implemented 10 1 1 A Change Order is a wntten order to the Construction Manager signed by the Owner issued after the execution of this Agreement, authonzmg a Change m the Project, the Construction Manager's fee or the Construction Completion date Each adjustment in the GMP resulting from a change order shall clearly separate the amount attributable to the Cost of the Project 10 1 2 The increase or decrease m the Guaranteed Maximum Price resulting from a change in the Project shall be determined m one or more of the following ways (1) by mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation by the Architect-Engmeer and Owner (2) by unit prices stated m the Agreement or subsequently agreed upon (3) by cost as defined in Article 9 and a mutually acceptable fixed or percentage fee or (4) by the method provided m Subparagraph 10 1 3 10 1 3 If none of the methods set forth m Clause 10 1 2 is agreed upon the Construction Manager provided he receives a written order signed by the Owner, shall promptly proceed with the Work involved The cost of such Work shall then be determined on the basis of the reasonable expenditures and savings of those performing the Work attributed to the change However in the event a Change Order is issued under these conditions the Architect-Engmeer will establish an estimated cost of the work and the Construction Manager shall not perform any work whose cost exceeds that estimate without pnor wntten approval by the Owner In such case and also under Article 10 1 2 above, the Construction Manager shall keep and present m such form as the Owner may prescnbe, an itemized accounting together with appropnate supportmg data of the increase m the Cost of the Project as outlined m Article 9 The amount of decrease in the Guaranteed Maximum Price to be allowed by the Construction Manager to the Owner for any deletion or change which results in a net decrease in cost will be the amount of the actual net decrease 10 1 4 If unit prices are stated m the Agreement or subsequently agreed upon and if the quantities ongmally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will cause substantial inequity to the Owner or the Construction Manager the applicable unit prices and Guaranteed Maximum Pnce shall be equitably adjusted 10 1 5 Should concealed conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Drawings Specifications or Owner furnished information or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature diffenng materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement be encountered the Guaranteed Maximum Pnce and the Construction Completion date shall be equitably adjusted by Change Order upon a request for Change Order m accordance with le 10 2 20 10 2 Claims For Additional Cost Or Time All claims for additional cost or time shall be made by request for a change order submitted as provided m Article 16 If the Construction Manager is delayed at any time m the progress of the work by any act or neglect of the Owner or the Architect or of any employee of either or by any separate Construction Manager employed by the Owner or by any changes ordered m the work by labor disputes fire or unusual delay m transportation unavoidable casualties or any causes beyond the Construction Manager's control or by delay authonzed by the owner pendmg resolution of disputes, and such delay extends the completion date the Substantial Completion shall be extended by Change Order for such reasonable time as the Construction Team may determine Only delays which are determined to extend the critical path for the schedule for constructing the project will result in a time extension Neither the Owner nor the Construction Manager shall be considered to own the schedule float time 10 3 Minor Changes In The Protect The Architect-Engmeer will have authority to order minor changes in the Project not involving an adjustment m the Guaranteed Maximum Price or an extension of the Construction Completion Date and not mconsistent with the intent of the Drawings and Specifications Such changes shall be effected by written order Documentation of changes shall be determined by the Construction Team mcluded m the Project Manual and displayed monthly in the PMIS Changes shall be approved by the Project Director Architect Engineer 10 4 Emergencies In any emergency affectmg the safety of persons or property the Construction Manager shall act at his discretion to prevent threatened damage injury or loss Any increase m the Guaranteed Maximum Pnce or extension of time claimed by the Construction Manager on account of emergency work shall be determined as provided m Article 10 ARTICLE 11 DISCOUNTS AND PENALTIES 11 1 All discounts for prompt payment shall accrue to the Owner to the extent the Cost of the project is paid directly by the Owner or from a fund made available by the Owner to the Construction Manager for such payments To the extent the Cost of the Project is paid with funds of the Construction Manager all cash discounts shall accrue to the Construction Manager All trade discounts, rebates and refunds and all returns from sale of surplus matenals and equipment shall be credited to the Cost of the Project All penalties incurred due to fault of the Construction Manager for late payment of cost of the project will be paid by the Construction Manager ARTICLE 12 PAYMENTS TO THE CONSTRUCTION MANAGER 12 1 Monthly Statements - The Construction Manager shall submit to the Owner a statement sworn to if required along with the cost reports required under Article 2 1 5 showing m detail all monies paid out, cost accumulated or costs incurred on account of the Cost of the Project dunng the previous penod and the amount of the Construction Manager's fees due as provided m Article 8 This data shall be attached to the Partial Pay Request form shown m Exhibit K Ten percent (10%) retamage shall be held on all payments until the contract is fifty percent (50%) complete except when approved by the Owner certam suppliers and subcontractors may be paid the entire amount due when such payment is generally the practice of the industry At 50% completion, the Owner may approve a reduction of the retamage from 10% to 5% at his discretion Retamage shall not be withheld on services or fees set forth m Article 8 Payments by the Owner to the Construction Manager shall be made as described m Article 17 5 hereinafter 12 2 Final Payment Final payment constituting the unpaid balance of the Cost of the Project and the Construction Manager's fee shall be due and payable as described in Article 17 5 after the Owner has accepted occupancy of the project provided that the Project be then finally completed that the Construction Manager has venfied by his signature that he has completed all items specified on the attached Exhibit L and that this Agreement has been finally performed However if there should remain work to be completed the Construction Manager and the Architect -Engineer shall list those items prior to receiving final payment and the Owner may retain a sum equal to 200% of the estimated cost of completing any unfinished work and portion of the Construction Manager's retamage provided that said unfinished items are listed separately and the estimated cost of completing any unfinished items are likewise listed separately Thereafter Owner shall pay to Construction Manager monthly the amount retained for each incomplete item after each of said items is completed 12 3 Payments to Subcontractors - The Construction Manager shall promptly within 15 days after receipt of payment from the Owner pay all the amount due subcontractors less a retamage of ten perc t (10%) until the project is fifty percent (50%) complete and based on Construction Manager's evaluation of the (ccontractor's acceptable performance the 21 Owner may approve a reduction m retamage from 10% to 5% thereafter If there should remam items to be completed, the Construction Manager and Architect-Engmeer shall fist those items required for completion and the Construction Manager shall require the retamage of a sum equal to 200% of the estimated cost of completing any unfmished items provided that said unfmished items are fisted separately and the estimated cost of completing any unfinished items likewise listed separately Thereafter the Construction Manager shall pay to the subcontractors, monthly, the amount retamed for each incomplete item after each of said items is completed Before issuance of final payment without any retamage, the subcontractor shall submit satisfactory evidence that all payrolls, matenal bills and other indebtedness connected with the Project have been paid or otherwise satisfied, warranty information is complete as built markups have been submitted and instruction for the Owner's operating and maintenance personnel is complete Final payment may be made to certain select subcontractors whose work is satisfactorily completed pnor to the total completion of the Project but only upon approval of the Owner 12 4 Delayed Payments by Owner If the Owner should fail to pay the Construction Manager within 30 days after the receipt of an approvable payment request from the Construction Manager, then the Construction Manager may upon seven (7) additional days written notice to the Owner and the Architect Engineer stop the Project until payment of the Amount owing has been received 12 5 Payments for Materials and Equipment - Payments will be made for material and equipment not mcorporated in the work but delivered and suitably stored at the site or another location subject to pnor approval and acceptance by the Owner on each occasion 12 6 Withholding Payments To Subcontractors - The Construction Manager shall not withhold payments to subcontractors if such payments have been made to the Construction Manager Should this occur for any reason the Construction Manager shall immediately return such monies to the Owners adjusting pay requests and project bookkeeping as required ARTICLE 13 INSURANCE, INDEMNITY AND WAIVER OF SUBROGATION 13 1 Indemnity (1) The Construction Manager agrees to mderrmfy and hold the Owner Agent, and Architect-Engmeer harmless from all claims for bodily injury and property damage (other than the work itself and other property msured under Paragraph 13 2(3)) that may arise from the Construction Manager's operations under this Agreement (2) The Owner shall cause any other Construction Manager who may have a contract with the Owner to perform construction or mstallation work m the area where work will be performed under this Agreement to agree to indemnify the Owner, Agent, and the Construction Manager and hold them harmless from all claims for bodily mjury and property damage (other than property msured under Paragraph 13 2(3)) that may anse from the other Construction Manager's operations, if any Such provisions shall be in a form satisfactory to the Construction Manager 13 2 Construction Manager's Insurance (1) The Construction Manager shall not commence any construction work m connection with this Agreement until he has obtained all of the following types of insurance and such msurance has been approved by the Owner, nor shall the Construction Manager allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractor has been so obtained and approved All insurance policies shall be with insurers qualified and doing business in Florida (2) Worker s Compensation Insurance - The Construction Manager shall take out and maintain during the life of this Agreement Worker's Compensation Insurance for all his employees connected with the work of this Project and in case any work is sublet the Construction Manager shall require the subcontractor similarly to provide Worker's Compensation Insurance for all of the latter's employees unless such employees are covered by the protection afforded by the Construction Manager Such insurance shall comply with the Florida Worker's Compensation Law In case any class of employees engaged in hazardous work under this contract at the site of the Project is not protected under the Worker's Compensation statute the Construction Manager shall provide adequate insurance satisfactory to the Owner for the protection of employees not otherwise protected Construction Manager's Public Liability and Property Damage Insurance The Construction Manager shall take out and maintain during the fife of this Agreement Comprehensive General Liability and Comprehensive Automobile Liability Insurance as shall protect him from claims for damage for personal injury, including accidental death as well as claims for property damages which may anse from operating under this Agreement whether such operations are by himself or by anyone directly or indirectly nployed by him and the amount of (3) 22 such insurance shall be minimum limits as follows (a) Construction Manager's Comprehensive General Liability $1 000 000 Each Occurrence Coverages Bodily Injury & Property Damage Combined Smgle Limit (b) Automobile Liability Coverages $200 000 Each Occurrence Bodily Injury & Property Damage Combined Smgle Limit (c) Excess Liability Umbrella Form $4,000 000 Each Occurrence Combined Smgle Limit Insurance clause for both BODILY INJURY AND PROPERTY DAMAGE shall be amended to provide coverage on an occurrence basis (4) Subcontractor's Public Liability and Property Damage Insurance The Construction Manager shall require each of his subcontractors to procure and maintain during the life of this subcontract insurance of the type specified above or insure the activities of his subcontractors in his policy as specified above (5) Owner's and Construction Manager's Protective Liability Insurance - The Construction Manager shall procure as a cost of the project and furnish an Owner's and Construction Manager's Protective Liability Insurance Policy with the following minimum limits (a) Bodily Injury Liability & $1,000 000 Each Occurrence Property Damage Liability Combined Smgle Limit (6) "XCU" (Explosion, Collapse, Underground Damage The Construction Manager's Liability Policy shall provide "XCU" coverage for those classifications m which they are excluded (7) Broad Form Property Damage Coverage, Products & Completed Operations Coverages -The Construction Manager's Liability Policy shall include Broad Form Property Damage Coverage Products and Completed Operations Coverages (8) Contractual Liability Work Contracts - The Construction Manager's Liability Policy shall mclude Contractual Liability Coverage designed to protect the Construction Manager for contractual liabilities assumed by the Construction Manager in the performance of this Agreement (9) Indemnification Rider (a) To cover to the fullest extent permitted by law, the Construction Manager shall mdemmfy and hold harmless the Owner and the Architect-Engmeer and their agents and employees from and agamst all claims damages losses and expenses includmg but not lmuted to attomey's fees arising out of or resultmg from the performance of the Work provided that any such claim damage, loss or expense (1) is attnbutable to bodily injury, sickness, disease or death, or to mjury to or destruction of tangible property (other than the Work itself) includmg the loss of use resultmg therefrom and (2) is caused m whole or m part by any negligent act or omission of the Construction Manager, any subcontractor, anyone directly or mdirectly employed by any of them or anyone for whose acts any of them may be liable regardless of whether or not it is caused m part by a party indemnified hereunder Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right to obligation of mdemmty which would otherwise exist as to any party or person described in this Article (b) In any and all claims against the Owner or the Architect -Engineer or any of their agents or employees by any employee of the Construction Manager any subcontractor anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable the indemnification obligations under this Paragraph shall not be limited in any way by any limitation on the amount or type of damages compensation or benefits payable by or for the Construction Manager or any subcontractor under workers' or workmen's compensation acts disability benefit acts or other employee benefit acts (c) The obligations of the Construction Manager under this Article 13 2(9) shall not extend to the liability of Architect Engineer his agents or employees arising out of (1) the preparation or approval of maps drawings opinions reports surveys change orders designs or specifications or (2) the giving of or the failure to give directions or instruction by Architect Engineer his agents or employees providing such giving or failure to give is the primary cause of the injury or damage (d) The Construction Manager hereby acknowledges receipt of ten doll s and other good and valuable consideration from the Owner and acknowledges receipt of ten d 1a s and other good and valuable 23 consideration from the Architect -Engineer in exchange for giving the Owner and Architect-Engmeer respectively the indemnification provided above in Article 13 2(9) (10) Builder's Risk Coverage - The Construction Manager shall take out and maintain during the life of this Agreement a "Builder's Risk Policy" completed value form as a cost of the Project issued to provide coverages on an "all nsk" basis including theft This coverage shall not be lapsed or cancelled because of partial occupancy by the Owner pnor to final acceptance of the Project (11) Certificate of Insurance The Owner shall be furnished proof of coverage of Insurance as follows Certificate of Insurance form will be furnished to the Owner along with the Contract Documents These shall be completed and signed by the authorized Florida Resident Agent and returned to the office of Building Construction This Certificate shall be dated and show (a) The name of the insured Construction Manager the specific job by name and job number the name of the insurer the number of the policy its effective date and its termination date (b) Statement that the Insurer will mail notice to the Owner and a copy to the Architect Engineer at least fifteen (15) days prior to any material changes in provisions or cancellation of the policy (c) Certificate of Insurance shall be in the form as approved by Insurance Standards Office (ISO) and such Certificate shall clearly state all the coverages required in this Section commencing at 13 2 and ending with 1334 (d) Certificate of Insurance shall state that the Owner and Agent are listed as additional insured on all appropriate policies 13 3 Waiver of Subrogation 13 3 1 The Owner and the Construction Manager waive all rights against each other for damages caused by perils covered by insurance provided under Article 13 2 to the extent covered by such insurance except such nghts as they may have to the proceeds of such insurance held by the Owner and Construction Manager as trustees The Construction Manager shall require similar waivers from all subcontractors and their sub subcontractors 13 3 2 The Owner and Construction Manager waive all rights against each other for loss or damage to any equipment used m connection with the Project and covered by any property insurance The Construction Manager shall require surular waivers from all subcontractors and their sub -subcontractors 13 3 3 The Owner waives subrogation against the Construction Manager on all property and consequential loss policies carried by the Owner on adjacent properties and under property and consequential loss policies purchased for the Project after its completion 13 3 4 If the policies of insurance referred to m this Article require an endorsement to provide for continued coverage where there is a waiver of subrogation the Owner of such policies will cause them to be so endorsed failure to obtam proper endorsement nullifies the waiver of subrogation ARTICLE 14 TERMINATION OF THE AGREEMENT AND OWNER S RIGHT TO PERFORM CONSTRUCTION MANAGER'S OBLIGATION 14 1 Termination by the Construction Manager If the Project is stopped for a period of thirty (30) days under an order of any court or other public authority having jurisdiction or as a result of an act of government such as a declaration of a national emergency making matenals unavailable through no act or fault of the Construction Manager or if the Project should be stopped for a period of sixty (60) days by the Construction Manager for the Owner's failure to make payments thereon then the Construction Manager may upon seven days wntten notice to the Owner request payment for all work executed the Construction Manager's fees earned to date and for any proven loss sustained upon any materials equipment tools construction equipment and machinery including reasonable profit damages and terminal expenses incurred by the Construction Manager 14 2 Owner s Right to Perform Construction Manager's Obligations and Termination by Owner for Cause (1) If the Construction Manager fails to perform any of his obligations under this Agreement including any obligation he assumes to perform work with his own forces the Owner may after seven (7) days wntten notice during which period the Construction Manager fails to commence correction of su - obligation make good such deficiencies The GMP or the actual cost of the Project whichever is less s . 1 •e reduced by the cost to the 24 Owner of making good such deficiencies and the Construction Manager s Construction Phase Fee shall be reduced by an amount required to manage the making good of such deficiencies (2) If the Construction Manager is adjudged a bankrupt or if he makes a general assignment for the benefit of his creditors or if a receiver is appointed on account of his insolvency, or if he persistently or repeatedly refuses or fails except in case for which extension of time is provided to supply enough properly skilled workmen or proper materials and fails to maintain an established schedule (failure to maintain schedule shall be defined as any activity on the critical path that falls 45 days or more behind schedule) which has been adopted by the Construction Team or if he fails to make prompt payment to subcontractors for materials or labor or persistently disregards laws rules ordinances regulations or orders of any public authority having jurisdiction or otherwise is guilty of a substantial violation of a provision of the Agreement then the Owner may without prejudice to any right or remedy and after giving the Construction Manager and his surety if any seven (7) days written notice during which period Construction Manager fails to commence correction of the violation terminate the employment of the Construction Manager and take possession of the site and of all matenals equipment tools construction equipment and machinery thereon owned by the Construction Manager and may finish the Project by whatever method he may deem expedient In such case the Construction Manager shall not be entitled to receive any further payment until the Project is finished nor shall he be relieved from his obligations assumed under Article 7 Reasonable terminal expenses incurred by the Owner may be deducted from any payments left owing the Construction Manager (excluding monies owed the Construction Manager for subcontract work) (3) If the Construction Manager refuses to allow public access to all documents papers letters or other material subject to the provisions of Chapter 119 Florida Statutes and made or received by the Construction Manager m conjunction with this Agreement then the Owner may without prejudice to any right or remedy and after givmg the Construction Manager and his surety if any seven (7) days wntten notice during which period Construction Manager still fails to allow access terminate the employment of the Construction Manager and take possession of the site and of all matenals equipment, tools, construction equipment and machinery thereon owned by the Construction Manager and may finish the project by whatever method he may deem expedient In such case the Construction Manager shall not be entitled to receive any further payment until the Project is finished nor shall he be relieved from his obligations assumed under Article 7 Reasonable terminal expenses incurred by the Owner may be deducted from any payments left owing the Construction Manager (excluding monies owed the Construction Manager for subcontract work) 14 3 Termination by Owner Without Cause (1) If the Owner terminates this Agreement other than pursuant to Article 14 2(2) or Article 14 2(3) he shall reimburse the Construction Manager for any unpaid Cost of the Project due him under Article 9 plus that part of the unpaid balance of the Construction Phase Fee in an amount as will increase the payment on account of his fee to a sum which bears the same ratio to the Construction Phase Fee as the Cost of the Project at the time of termination bears to the Guaranteed Maximum Price if established otherwise to the Owner's Construction Budget The Owner shall also pay to the Construction Manager fair compensation either by purchase or rental at the election of the Owner for any equipment retained In case of such termination of Agreement the Owner shall further assume and become liable for obligations commitments and unsettled contractual claims that the Construction Manager has previously undertaken or incurred in good faith m connection with said Project The Construction Manager shall as a condition of receiving the payments referred to in this Article 14, execute and delis, er all such papers and take all such steps including the legal assignment of his contractual rights, as the Owner may require for the purpose of fully vesting m him the nghts and benefits of the Construction Manager under such obligations or commitments (2) After the establishment of the Guaranteed Maximum Price or at the completion of the Preconstruction Phase if the final cost estimates or lack of legislative funding make the Project no longer feasible from the standpoint of the Owner the Owner may terminate this Agreement and pay the Construction Manager his proportionate fee due m accordance with Article 8 1 1 plus any costs incurred pursuant to Articles 9 and 10 ARTICLE 15 ASSIGNMENT AND GOVERNING LAW 15 1 Neither the Owner nor the Construction Manager shall assign his interest in this Agreement without the written consent of the other except as to the assignment of proceeds 15 2 This Agreement shall be governed by the Laws of the State of Florida 15 3 Venue for any litigation hereunder shall be in Miami Dade County Flonda 25 ARTICLE 16 NOTICE OF CLAIM WAIVER OF REMEDIES, NO DAMAGES FOR DELAY 16 1 The Owner's liability to Construction Manager for any claims arising out of or related to the subject matter of this contract, whether in contract or tort, mcludmg, but not limited to, claims for extension of construction time, for payment by the Owner of the costs damages or losses because of changed conditions under which the work is to be performed or for additional work shall be governed by the followmg provisions (a) All claims must be submitted as a Request for Change Order in the manner as provided herein (b) The Construction Manager must submit a Notice of Claim to Owner and to the Architect Engmeer within 20 days of when the Construction Manager was or should have been aware of the occurrence of the event giving rise to the claim and (c) Within 10 days of submitting its Notice of Claim the Construction Manager shall submit to the Owner its Request for Change Order which shall include a written statement of all details of the claim, including a description of the work affected The Construction Manager agrees that the Owner shall not be liable for any claim that the Construction Manager fails to submit as a Request for Change Order as provided m this paragraph 16 2 After receipt of a Request for Change Order, the Owner in consultation with the Architect -Engineer shall deliver to the Construction Manager its wntten determination of the claim 16 3 For work the Construction Manager performs with its own forces and in addition to the adjustments provided for in Article 8 the Construction Manager's exclusive remedy for delays m performance of the construction caused by events beyond its control mcludmg delays claimed to be caused by or attributable to the Owner or the Architect Engmeer mcludmg claims based on breach of contract or negligence shall be a claim submitted in compliance with 16 1 above for an extension of the scheduled construction time In the event of a change in such work the Construction Manager's claim for adjustments m the contract sum are limited exclusively to its actual costs for such changes plus 4 50% for overhead and profit The Construction Manager expressly agrees that the foregoing constitute its sole and exclusive remedies for delays and changes in such work, and eliminate any other remedies for claim for increase m the contract price delays, changes m the work damages, losses or additional compensation ARTICLE 17 MISCELLANEOUS 17 1 Harmony - Construction Manager is advised and hereby agrees that he will exert every reasonable and diligent effort to assure that all labor employed by Construction Manager and his Subcontractors for work on the project shall work m harmony with and be compatible with all other labor being used by building and construction Construction Managers now or hereafter on the site of the project Construction Manager further agrees that this provision will be mcluded m all subcontracts of the Subcontractors as well as the Construction Manager's own contract, provided however that this provision shall not be mterpreted or enforced so as to deny or abndge on account of membership or non -membership in any labor union or labor organization the right of any person to work as guaranteed by Article 1 Section 6 of the Florida Constitution 17 2 Apprentices - If the Construction Manager employs apprentices on the project, the behavior of the Construction Manager and the Owner shall be governed by the provisions of Chapter 446, Florida Statutes, and by applicable standards and policies governing apprentice programs and agreements established by the Division of Labor of the State of Flonda Department of Labor and Employment Security The Construction Manager will include a provision similar to the foregoing sentence in each subcontract 17 3 Invoices - Invoices shall be submitted in detail sufficient for a proper preaudit and postaudit thereof Invoices for any travel expenses shall be submitted in accordance with procedures specified m Section 112 061 of the Florida Statutes governing payments by the State for travel expenses 17 4 Construction Manager's Protect Records - The Construction Manager's Project Records shall be maintamed as prescribed hereinabove in accordance with the State of Florida General Records Schedule for State Agencies A-1 and shall be made available to the Owner or his authonzed representative at mutually convenient times 17 5 Payments — Payments shall be mad in accordance with the Florida Prompt Payment Act 17 6 Public Entity Crime Information Statement - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to 26 a public entity may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work may not submit bids on leases of real property to a public entity may not be awarded or perform work as a Construction Manager supplier, subcontractor, or consultant under a contract with any public entity, and may not transact busmess with any public entity m excess of the threshold amount provided m Section 287 017, for CATEGORY TWO for a penod of 36 months from the date of being placed on the convicted vendor list " 17 7 Unauthonzed Aliens - The Department shall consider the employment by any Construction Manager of unauthonzed aliens a violation of section 274A(e) of the Immigration and Nationalization Act Such violation shall be cause for unilateral cancellation of this contract 17 8 Electronic Mail Capabilities - The Construction Manager must have electronic mail capabilities through the World Wide Web It is the intention of the Department of Management Services to use electronic communication for all projects whenever possible The Construction Manager shall provide their electronic mail address and the name of a contact person responsible for their electronic communications 27 IN WITNESS WHEREOF the parties hereto have executed this Agreement the day and year first wntten above JAMES A CUMMINGS, INC APPROVED Attest BY POrYvNi A ca _ Viliif Pamela Kalis Corporate Secretary As Witnessed By J • • - : C gs Corporate ' - sident By (Corporate Seal) As Witnessed DEPARTMENT OF MANAGEMENT SERVICES APPROVED By H ' Hough, Contracts Administrator Buildmg Construction Department of Management Services Approved As To Form And Legality By V /1/Office of General C nsel Department of Man gement Services VILLAGE OF KEY BISCAYNE Attest , _ • PPROVED ii age Clerk (SEAL) c,' Samuel Kissin illage Manager Approved As To Form And Legality By g‘jtkAA.A.A........„, Vill Attorney EXHIBIT A CONSTRUCTION TEAM ASSIGNED REPRESENTATIVES Owner Ralph Martinez Tom Berley H R Hough Harold Barrand Deborah Whitehouse Client C Samuel Kissinger Architect Engineer — Spilhs Candella Paul Remarman R, Sixto L Klein L Valle J Bauza J Clark R Lage Project Director Manager Central Flonda Project Development Section Contracts Administrator FCO Projects Manager Director Village Manager Project Prmcipal Project Manager Senior Design Architect Mechanical Engineenng Inspector Electrical Engmeermg Inspector Structural Engmeermg Inspector Civil Engmeer Architect-Engmeer — Robert G Cume and Associates Robert G Cume Architect-Engmeer — OBM Miami, Inc Raul Lastra Construction Manager James A Cummings William R Derrer Gerry Zengel Michael F Lanciault Scott W Pate Alan Rosenblum John Monahan George Gwiazdowski Jim Daniels TBD* TBD* Project Principal Project Pnncipal President Vice President of Operations Operations Manager V P Estimating Chief Estimator Senior Estimator Project Manager General Superintendent General Superintendent Project Engineer Project Secretary EXHIBIT B OWNER'S CONSTRUCTION BUDGET ITEM DESCRIPTION CONSTRUCTION MANAGER'S PRECONSTRUCTION PHASE FEE CONSTRUCTION MANAGER'S CONSTRUCTION PHASE FEE CONSTRUCTION MANAGER'S OVERHEAD & PROFIT CONSTRUCTION BUDGET BALANCE OWNER'S TOTAL CONSTRUCTION BUDGET *To Be Determined at a Later Date CONSTRUCTION BUDGET $113 190 00 * * * $113 190 00 EXHIBIT C CONSTRUCTION MANAGERS'S PERSONNEL OFF -SITE SUPPORT STAFF Individual William R Derrer Gerry Zengel Michael F Lanciault Scott W Pate Alan Rosenblum Individual John Monahan George Gwiazdowski Jim Daniels TBD* TBD* *To Be Determmed at a Later Date Title Vice President of Operations Operations Manger V P Estimating Chief Estimator Senior Estimator ON -SITE SUPPORT STAFF Title Project Manager General Superintendent General Supermtendent Project Engineer Project Secretary EXHIBIT D STATE OF FLORIDA Distribution to Administrator of Client Agency Development DEPARTMENT OF MANAGEMENT SERVICES Project Director Architect/Engineer CM ARCHITECT/ENGINEER'S CERTIFICATE OF SUBSTANTIAL COMPLETION PROJECT NUMBER ARCHITECT/ENGINEER PROJECT OWNER Department of Management Services Building Construction CONSTRUCTION MANAGER ATTN CONTRACT FOR DATE OF ISSUANCE PROJECT OR DESIGNATED PORTION SHALL INCLUDE CONTRACT DATE The work performed under this Contract has been reviewed and found to be substantially complete The Date of Substantial Completion of the Project or portion thereof designated above is hereby established as which is also the date of commencement of applicable warranties required by the Contract Documents except as stated below DEFINITION OF DATE OF SUBSTANTIAL COMPLETION The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect Engineer when construction is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work or designated portion thereof for the use for which it is intended as expressed in the Contract Documents A list of items to be completed or corrected is attached hereto The failure to include any items on such list does not alter the responsibility of the Construction Manager to complete all Work in accordance with the Contract Documents The date of commencement of warranties for items on the attached list will be the date of final payment unless otherwise agreed to in writing ARCHITECT/ENGINEER BY DATE The Owner accepts the Work or designated portion thereof as substantially complete Department of Management Services Building Construction BY DATE The Construction Manager will complete or correct the Work on the list of items attached hereto within the time prescribed in the contract from the above Date of Substantial Completion CONSTRUCTION MANAGER BY 33 DATE EXHIBIT E DEPARTMENT OF MANAGEMENT SERVICES BUILDING CONSTRUCTION CONSTRUCTION MANAGER'S AFFIDAVIT OF CONTRACT COMPLETION AGENCY PROJECT CONSTRUCTION MANAGER CONTRACT FOR CONTRACT DATE CONTRACT AMOUNT CONSTRUCTION MANAGER'S AFFIDAVIT I solemnly swear and affirm That the work under the above named contract and all amendments thereto have been completed m accordance with the requirements of said contract that all costs incurred for equipment matenals labor, and services agamst the project have been paid that no hens have been attached agamst the project that no suits are pending by reason of work 011 the project under the contract that all Workmen's Compensation claims are covered by Workmen's Compensation msurance as required by law, that all public liability claims are adequately covered by msurance and that the Construction Manager shall save protect, defend mdemmfy, and hold the Owners harmless from and agamst any and all claims which arise as a direct or mdirect result of any transaction event or occurrence related to performance of the work contemplated under said contract STATE OF CONSTRUCTION MANAGER Title Date COUNTY OF (SEAL) The foregoing mstrument was acknowledged before me this (date) by (name of officer or agent, title of officer or agent) of (name of Corporation acknowledgmg), a (state or place of mcorporation) corporation on behalf of the corporation He/She is personally known to me or has produced (type of identification) as identification (Signature of person taking acknowledgment) (Name typed prmted or stamped) (Title or Vendor) 34 EXHIBIT E (CONT D) DEPARTMENT OF MANAGEMENT SERVICES BUILDING CONSTRUCTION CERTIFICATE OF CONTRACT COMPLETION PROJECT NO PROJECT TITLE CONSTRUCTION MANAGER CONTRACT DATE DATE OF FINAL COMPLETION CERTIFICATE OF ARCHITECT/ENGINEER I CERTIFY That the work under the above contract has been satisfactonly completed on the date set forth in accordance with the terms of the contract that the Construction Manager has submitted his sworn affidavit as evidence that he has paid all labor matenals and other charges against the project in accordance with the terms of the contract A/E Firm Name Date By TO BE COMPLETED BY ARCHITECT/ENGINEER THROUGH THE SUBSTANTIAL COMPLETION PHASE 1 Nohce to Proceed (N T P ) 2 Time Specified in Onginal Contract for Substantial Completion (S C ) 3 Extension Granted by Change Orders (Days Between Ongmal Contract S C and Final Contract S C ) 4 Total Days Allowable to Substantial Completion (Add Lines 2 and 3) 5 Project Substantially Completed as Certified by A/E (Total Days from N T P through Date certified by A/E) 6 Substantial Completion Overrun (Subtract Line 4 from 5 and Enter Overrun) THROUGH THE FINAL COMPLETION PHASE 1 Time Specified in Contract Between Substantial & Final Completion 2 Extensions Granted by Change Orders (Days Between S C & Final Completion 3 Total Days Allowable Between Substantial & Final Completion (Add Lines 1 & 2) 4 Date Actually Completed and Total Days Between Actual S C & Date Certified by A/E as Actually being Finally Completed DATE DAYS 5 Final Completion Overrun (Subtract Line 3 & 4 and Enter Overrun) XXXXXX DATE DATE TOTAL LIQUIDATED DAMAGES $ @$ Per Day=$ @$ Per Day=$ Project Director Project Development Manager 35 EXHIBIT F BUILDING PERMIT APPLICATION (USE VILLAGE OF KEY BISCAYNE PERMIT FORM) 36 EXHIBIT G CONSTRUCTION MANAGER'S PERSONNEL TO BE ASSIGNED DURING PRECONSTRUCTION PHASE Individual James A Cummings William R Derrer Gerry Zengel Michael F Lanciault Scott W Pate Alan Rosenblum Mark Cantrell John Monahan TBD* George Gwiazdowski Kim Soto Pam Kalis Chnssy Pollack Maggie Ascanio Title President Vice President of Operations Operations Manager V P Estimating Chief Estimator Senior Estimator Estimator Project Manager Project Engineer General Superintendent Secretary Estimating Chief Financial Officer Accountant Payroll Duration In Months 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Percentage of Time Available 3% 5% 25% 20% 20% 20% 20% 20% 20% 20% 20% 10% 10% 10% 37 EXHIBIT H CONSTRUCTION MANAGER S PER DIEM STAFF FOR TIME EXTENSIONS PER 8 1 2(1)(b) Percentage of Time Individual Title Available * *To Be Determined at a Later Date 38 EXHIBIT I CONSTRUCTION MANAGER'S PERSONNEL TO BE ASSIGNED DURING CONSTRUCTION OFF -SITE Percentage Duration of Time Individual Title In Months Available * *To Be Determined at a Later Date 39 EXHIBIT J CONSTRUCTION MANAGER'S PERSONNEL TO BE ASSIGNED DURING CONSTRUCTION ON -SITE Percentage Duration of Time Individual Title In Months Available * *To Be Determined at a Later Date 40 EXHIBIT K OWNER'S CERTIFICATE OF PARTIAL PAYMENT Construction Manager (Name and Address) Architect Engineer Job No Contract Time (Calendar Days) Time Elapsed to Date Change Orders approved in previous months by Owner TOTAL Subsequent Change Orders Number Approved (Date) ADDITIONS $ DEDUCTIONS $ TOTALS Net change by Change Orders $_ THIS CERTIFICATE Request No For Penod Ending Project Name State Project Federal Project No Original Contract Sum $ Change Orders (Net) $ Contract Sum To Date $ Balance To Finish $ Completed To Date $ Materials Stored $ Total Completed & Stored $ Less Retainage % $ Add Back Retained Amount Covered By Securities $ TOTAL $ Less Previous Certificates $ Less Materials Purchased Directly By Owner $ $ SHOW INDIVIDUAL MBE PAYMENTS SEPARATELY ON TOTAL AMOUNT PAID THIS CERTIFICATE SCHEDULE OF VALUES AND TOTAL ON THIS LINE TO MBE SUBCONTRACTORS $ CERTIFICATION BY THE CONSTRUCTION MANAGER According to the best of my knowledge and belief I certify that all items and amounts shown on the face of this Application are correct that all work has been performed and material supplied in full accordance with the terms and conditions of the Contract and that all materialmen laborers and subcontractors as defined in Chapter 713 01 Florida Statutes have been paid the amounts due them out of any previous payments made to the Construction Manager by the Owner Further I agree to promptly pay each matenalmen laborer and subcontractor as defined in Chapter 713 01 Flonda Statutes upon receipt of payment from the Owner out of the amount paid to me on account of such matenalman s laborer s or subcontractor s work the amount to which said matenalman laborer and subcontractor is entitled reflecting the percentage actually retained if any from payments to myself on account of such matenalman s laborer s and subcontractor s work CONSTRUCTION MANAGER By STATE OF COUNTY OF The foregoing instrument was acknowledged before me this (date) by (name of officer or agent , title of officer or agent) of (name of corporation acknowledging) a (state or place of incorporation) corporation on behalf of the corporation He/she is personally known to me or has produced (type of identification) as identification (Signature of person taking acknowledgement) (Name typed printed or stamped) (Title or Vendor) (Serial number, if any) CERTIFICATION BY THE ARCHITECT ENGINEER I certify that I have checked and verified this Progress Payment Application that to the best of my knowledge and belief the above application is a true statement of the value of the work performed and the materials suitable stored on the site that all work and matenals included in this Certificate have been inspected by me or by my authorized assistants that all work has been performed and material supplied in full accordance with the terms of this Contract and I approved for payment the amount noted above REVIEWED AND RECOMMENDED FOR PAYMENT Architect Engineer APPROVED FOR SERVICES PERFORMED AS STATED BY Dat Date Owner s Project Director 41 EXHIBIT K con't Chapter 713 01 Florida Statues defines Laborers Matenalmen and Subcontractors as follows (1) "Laborer" means any person other than an architect landscape architect engineer, land surveyor and the like who under properly authorized contract personally performs on the site of the improvement labor or services for improving real property and does not furnish materials or labor service of others (2) "Matenalman" means any person who furnishes materials under contract to the owner Construction Manager subcontractor or sub subcontractor on the site of the improvement or for specially fabricated materials off the site of the improvement for the particular improvement and who performs no labor in the installation thereof (3) "Subcontractor" means a person other than a matenalman or laborer who enters into a contract with a Construction Manager for the performance of any part of such Construction Manager's contract 42 EXHIBIT L ITEMS TO BE SUBMITTED WITH GENERAL CONSTRUCTION MANAGER S REQUEST FOR FINAL PAYMENT 1 Rush Requisition Routing Shp 2 Pay Request (4 copies with original signatures and original seals noted as Final) 3 Final Schedule of Contract Values 4 Consent of Surety to make fmal Payment (signed and sealed) 5 Power of Attorney from Surety for Release of Final Payment (Signed and sealed and dated same as Consent of Surety) 6 Certificate of Contract Completion a page one completed by the general Construction Manager (original plus three copies) b page two completed by Architect -Engineer (onginal plus three copies) 7 Satisfactory Conclusion or Release of Lien from all subcontractors or laborers who have filed Intent to Liens or have indicated non payment from the general Construction Manager (especially if attomeys are involved) 8 Construction Manager's Guarantee of Construction for one year from the date of substantial completion 9 Copy of the approval by the Architect Engineer and the transmittal to the using agency of manuals shop drawings as builts (one set of sepias two sets of prints) brochures warranties and List of Subcontractors with telephone numbers and addresses 10 Verification that Using Agency personnel have been trained in the operation of their new equipment (per system HVAC controls fire alarm etc ), attendance lists and preferred 11 Fully executed Roof Warranty (if applicable) m the name of the Usmg Agency 12 Other special warranties as required by specifications m the name of the Usmg Agency 13 Architect's Certificate of Specification of Asbestos Containing Materials 14 Construction Manager's Certificate of Asbestos Use 15 Copy of Certificate of Occupancy NOTE The Project Director shall verify the math of all Pay Requests prior to signing Final Pay Request to assure correct payment Project Number Project Name and Location Project Director Signature 43 James A Cummings, Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 eit Irmm1n9s .ral Contractors May 4, 2001 Phone 954 733-4211 Fax 954-485 9688 Website wwwjamesacummings com Village of Key Biscayne 85 West McIntyre Street Key Biscayne, Florida 33149 Attn Mr Sam Kissinger, Village Manager Re Village Civic Center Fire Rescue Department & Administration and Police Facility Guaranteed Maximum Price Proposal - 100% Construction Documents Dear Mr Kissinger, Our Guaranteed Maximum Price Proposal based on the 100% Construction Documents for the Village Civic Center Fire Station, Administration and Police Facility is $10,715,380 00 including a construction contingency of $175,000 00 and an Owner contingency of $256,924 00 (The breakdown for the GMP by building for the Administration and Police Building is $6,647,014 00 and for the Fire Rescue Station is $4,068,366 00 ) Enclosed herewith please find the GMP Cost Summary for each building, including the General Conditions and the Construction Manager's Fee, the List of Documents upon which this Estimate is based, the proposed Schedule and the Description of Work including the Qualifications and Clarifications Very truly yours, JAMES A CUMMINGS, INC ichael F Lanciault Senior Vice President CC Jud Kurlancheek Tom Berley Ralph Martinez James A Cummings William R Derrer Gerry Zengel Scott Pate Alan Rosenblum Raul Lastra Larry Kline Nina Gladstone Robert Cume VILLAGE 01- -Y BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILL'S CANDEL A DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 AD MINISTR ATION AND POLICE BUILDING ITEM SECTION_) DESCRIPTION 1 GENERAL CONDITIONS SEE WINDOW 00320 (SPIL) SOIL INVESTIGATION DATA REPORT BY K&B STRIP EXISTING 2 ONLY UNDER NEW BUILDING 01040 (SPIL) COORDINATION DRA WINGS 01050 (SPIL) FIELD ENGINEERING FINAL PROPERTY SURVEY Y L MATERIALJ LABOR_ I SUB_ _ T TOTAL J 0 0 01210 (SPIL) OWNER ALLOWANCES A 1 FABRIC WA LL CO VERING FWC1 $21 59/SY MA RECEIVE HANDLE & INSTALL B 2 EXTJINT SIGNAGE PER SECTION 10400 MAT 4 RECEIVE HANDLE & INSTALL C 3 DIMENSION STONE PER SECT 09385 S2 50 MA RECEIVE HANDLE & INSTALL D 4 PAVER TILE PER SECT 09310 $2 50 MAT + TA. RECEIVE HANDLE & INSTALL E 5 ON -SITE LANDSCAPING/SOD/IRRIGATION A LLI 6 BUILDING SECURITY SYSTEM & CCTV 7 TELECOMMUNICATIONS & DATA SYSTEMS 8 MAGNETIC KEYING SYSTEM 9 FOUNTAIN ALLOWANCE NO SPEC CONSTRUCTION PHOTOGRAPHS NO SPEC QUALITY CONTROL BY OWNER 2 02050 DEMOLITION REMOVALS AND RELOCATION 1 3 CUT CAP & REMOVE EXISTING KNOWN UTIL &' 3 6 SALVABLE MATERIAL TO OWNER 3 02220 EARTHWORK 3 3 CLEARING & GRUBBING 3 4 STRIPPING 3 8 DISPOSE OF EXCESS MATERIALS 3 9 DEWATERING(NO CONC PLACED IN WATER) 310 TESTING BY OWNER 311 PREPARATION FOR TOPSOIL 02511 ASPHALTIC CONCRETE PAVING 21 SUBGRADE STABILIZATION 2 2 BASE COURSE LIMEROCK 8 2 3 PRIME & TACK COATS 2 4 ASPHA LTIC CONCRETE 1 1/2 TYPE S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN GCS IN GCS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 226 232 0 0 0 0 0 2 500 IN GC S IN GC S 0 0 0 0 15 000 0 0 0 0 0 40 000 0 0 0 15 000 0 IN GC S 0 0 0 31 135 0 0 0 174 873 0 0 0 0 0 0 0 0 0 0 0 226 232 0 0 0 0 0 2 500 0 0 0 0 0 0 15 000 0 0 0 0 0 40 000 0 0 0 15 000 0 0 0 0 0 31 135 0 0 0 174 873 0 0 0 0 0 0 0 0 0 0 0 SUBCONTRACTORS NAME JAC INCL IN SITEWORK INCL IN SITEW ORK JAC IN GENERAL CONDITIONS IN GENER AL CONDITIONS INCL AS MAT ALLOW IN SUB PRICES INCL IN SUB PRICES INCL AS MAT ALL OW IN SUB PRICES INCL IN SUB PRICES INCL AS MAT ALLOW IN SUB PRICES INCL IN SUB PRICES NIC IN SITE NIC IN SITE OWNER ALLOWANCE NIC BY OWNER BY OWNER EMPTY RACEWAYS W/PULLSTRINGS NIC BY OWNER OWNER ALLOWANCE IN GENERAL CONDITIONS BY OWNER MIAMI WRECKING INCL REMOVAL BY OWNER MORA ENG INCL INCL INCL INCL BY OWNER INCL INCL INCL INCL INCL INCL T OTAL AREA 39 946 SF TGRAND T OTAL {--- 0 226 232 0 0 0 0 0 2 500 0 0 0 0 0 0 15 000 0 0 0 0 0 40 000 0 0 0 15 000 0 0 0 0 0 31 135 0 0 0 174 873 0 0 0 0 0 0 0 0 0 0 0 VSF-1 0 00 5 66 0 00 0 00 0 00 0 00 0 00 0 06 0 00 0 00 0 00 0 00 0 00 0 00 0 38 0 00 0 00 0 00 0 00 0 00 100 0 00 0 00 0 00 0 38 0 00 0 00 0 00 0 00 0 00 0 78 0 00 0 00 000 4 38 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 05/03/2001 04 08 PM JAMES A CUMM INGS INC 1 VILLAGE OF _ ( BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTR ATION AND POLICE BUILDING TOTAL AREA 39 946 SF L_ ITEM SECTION DESCRIPTION 3 4TESTING BY OWNER PATCH STREET AT NEW WATER & SEWER 02513 PORTLAND CEMENT CONCRETE PAVING 2 1 BASE COURSE 12" STABILIZED SUB GRADE 2 2 CONCRETE 5650 PSI FLEX 2 3+4 JOINT SEALER & EXP JT FILLER 3 4ASAWCUT EXP JOINTS 3 6TESTING BY OWNER 02514 CONC SIDEWALKS CURBS & WHEEL STOPS 3 3 PRECAST CONC WHEEL STOPS 3 4TESTING BY OWNER 02580 PAVEMENT MARKING 3 5 SPARE PAINT SEE EARTHWORK WINDOW SEE SITE CONCRETE WINDOW 4 02517 SOLID INTERLOCKING CONCRETE PA VERS 2 231/8" THICK KEY SHAPE & RECTANGULA R AT El 2 3 EDGE RESTRAINTS 2 4 SAND LAYING COURSE 5 02222 EXCAVATION BACKFILLING & COM PACTING FOI 3 5TESTING BY OWNER 02660 WATER DISTRIBUTION 21ADUCTILE IRON 2 6 FIRE HYDRANTS 2 7A DISINFECTION 310 BACKFLOW PREVENTORS & DDCV'S 311 311 THRUST BLOCKS 312 TESTING BY CONTRA CTOR 313+ 17 DISINFECTION & CONNECTION TO EXIST WATEF 02720 STORM DRAINAGE SYSTEM 21CTWO DRAINAGE WELLS & DETENTION TANK 2 2 DRAINAGE STRUCTURES 2 3+4 BALLAST ROCK & PLASTIC FILTER FABRIC 2 5 AREA DRAINS 3 4 DRAINAGE WELL 3 5 EXFILTRATION TRENCH 3 8 TESTING BY CONTRACTOR 02731 SANITARY SEWER SYSTEM ONSITE 21 PIPE FITTINGS & MANHOLES 3 6 TESTING & INSPECTION BY CONTRACTOR 6 02282 TERMITE CONTROL 1 5 WARRA NTY A 5 YEARS 05/03/2001 04 08 PM MATERIAL I LABOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 2 369 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 SUBTOTAL L SUBCONTRACTORS NAME 0 0 5 000 5 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 369 0 0 0 0 10 698 10 698 0 0 0 0 0 0 0 0 0 0 0 0 48 900 48 900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110 707 110 707 0 0 0 0 0 0 0 0 0 v 0 0 0 0 32 600 32 600 0 0 0 0 o 0 o 0 0 0 BY OWNER JAC INCL INCL INCL INCL INCL BY OWNER INCL (S W INCL IN CONC ) INCL BY OWNER INCL INCL JAC H AND L ABOR INCL IN CONCRETE ST ONEAGE/COURTYARD PAVERS ONLY ST ONEAGE/COURTYARD PAVERS ONLY STONEAGE/COURTY ARD PAVERS ONLY STONEAGE/COURTYARD PAVERS ONLY INCL INCL MORA ENG INCL INCL INCL INCL INCL INCL INCL INCL MORA ENG INCL INCL INCL INCL INCL INCL INCL MORA ENG INCL INCL INCL IN C ONCRETE INCL IN CONCRETE GRAND TOTAL 1 Z/SF 0 5 000 0 0 0 0 0 0 0 0 0 0 0 3 816 0 0 10 698 0 0 0 0 0 0 48 900 0 0 0 0 0 0 0 0 110 707 0 0 0 0 0 0 0 32 600 0 0 0 0 0 0 00 013 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 010 0 00 000 0 27 0 00 0 00 0 OD 0 00 0 00 000 1 22 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 277 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 82 0 00 0 00 0 00 0 00 0 00 JAMES A CUMMINGS INC 2 VILLAGE OF, r BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATION AND POLICE BUILDING I ITEM ( SECTION 1 DESCRIPTION MATERIAL L LABOR f _SUB TOTAL 1 0 0 0 0 7 02822 (SPIL) METAL GATES 0 0 0 0 2 5ORNA MENTAL GATES 0 0 0 0 2 6 LOUVERED GATES 0 0 0 0 2 7 SHOP GALVANIZE & PAINT W/FLUOROPOLYMER 0 0 0 0 NO SPEC CHAIN LINK FENCING 0 0 0 0 0 0 0 0 8 02935 (SPIL) SODDING 0 0 0 0 1 3 WARRANTY . 90 DAYS 0 0 0 0 21 B ST AUGUSTINE FLORATAM 0 0 0 0 2 1C+ D TOPSOIL & TOP DRESSING 0 0 0 0 3 3 WATERING 0 0 0 0 3 5 MAINT 30 DAYS UNTIL FIANL ACCEPTANCE 0 0 0 0 0 0 0 0 9 03300 (SPIL) CAST -IN PLACE CONCRETE 0 0 1 615 229 1 615 229 CONCRETE FORMS AND ACCESSORIES 0 0 0 0 2 4A DOVETAIL ANCHOR SLOTS 0 0 0 0 2 4B+ C WATERSTOPS 0 0 0 0 2 4D SAND CUSHION 0 0 0 0 2 4E (SPIL) VAPOR BARRIER 6 MIL 0 0 0 0 2 4F CHEMICAL CURING COMPOUND 0 0 0 0 2 4H FLOOR HARDENING COM POUND AT ALL EXPOS! 0 0 0 0 SEE CONCRETE FORMWORK WINDOW 0 0 0 0 EXPANSION AND CONTRACTION JOINTS 0 0 0 0 SEE CONCRETE MATERIAL WINDOW 0 0 0 0 CONCRETE FINISHING 0 0 0 0 310 SLAB FINISHES TO LERANCES(TROWEL FF20 & F 0 0 0 0 SEE CONCRETE FINISHES WINDOW 500 500 0 1 000 CONCRETE CURING 0 0 0 0 3 12 M OIST CURE SLABS 0 0 0 0 3 12F CURING COMPOUND AT EXPOSED INT /EXT SLA 0 0 0 0 DEWATERING 2 352 3 840 5 536 11 728 0 0 0 0 10 03300 2 2(SP)REINFORCING MA TERIALS 0 0 0 0 EPDXY AND GALV REBAR IS NOT INCLUDED 0 0 0 0 WELDED WIRE MESH MATERIAL 0 0 0 0 REBAR M ATERIAL 0 0 0 0 WELDED WIRE MESH LABOR 0 0 0 0 REBAR LABOR 0 0 0 0 SUPPORTS ON GRADE 0 0 0 0 0 0 0 0 11 03410(SPIL) STRUCTURAL PRECAST PRESTRESSED CONCRI 0 0 77 622 77 622 1 4A DESIGN OF PRECAST JOISTS & SOFFIT BEAM S 0 0 0 0 03451(SPIL) ARCHITECTURAL PRECA ST CONCRETE UNITS 0 0 0 0 0 0 0 0 12 04810 (SPIL) CONCRETE UNIT M ASONRY A SSEMBLIES 0 0 0 0 SUBCONTRACTORS NAME INCL IN METALS INCL IN METALS INCL IN METALS INCL IN METALS NONE SHOWN/NONE INCL SEE OWNER ALLOWANCE SEE OWNER ALLOW ANCE SEE OWNER ALLOWANCE SEE OWNER ALLOW ANCE SEE OWNER ALLOWANCE SEE OWNER ALLOWANCE AREDA/BONDED INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL JAC CONCRETE SEALER INCL NOT INCLUDED INCL JAC INCL IN CONCRETE INCL IN C ONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE PCl/BONDED INCL NONE SHOWN/NONEINCLUDED INCL IN CONCRETE T OTAL ARE A 39 946 SF ] GRAND TOT AL I S/SF _ J 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 1 615 229 40 44 0 0 00 0 0 00 O 0 00 O 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 1 338 0 03 0 0 00 O 0 00 O 0 00 14 226 0 36 0 0 00 O 000 0 0 00 0 0 00 0 0 00 O 0 00 0 0 00 0 0 00 0 0 00 77 622 1 94 0 0 00 0 0 00 0 0 00 O 0 00 05/03/2001 04 08 PM JAMES A CUMMINGS INC 3 VILLAGE OF r.EY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS C ANDEL A DMJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATION AND POLICE BUILDING ITEM SECTION DESCRIPTION MATERIAL LABOR SUB TOT AL 2 3G FINE OR COURSE GROUTING 2 4+5 REINFORCEMENT ANCHORS TIES & ACCESSOF 3 20 LINTELS 04811 (SPIL) REINFORCED UNIT MASONRY 21 REINFO RCING STEEL 3 3 LOW LIFT GROUTING 3 8 TESTING BY CONTRACTOR NIC QUALIFY 13 05120 (SPIL) STRUCTURAL STEEL 2 2 GROUT 3 5TESTING BY OWNER TOUCH UP PAINTING 05500 (SPIL) METAL FABRICATIONS 2 5 GROUT 2 6 CONCRETE FILL 2 8 STEEL VERTICAL LADDERS 2 9 LOOSE BEARING AND LEVELING PLATES 210 LOOSE STEEL LINTELS 211 M ISC FRA MING & SUPPORTS 212 MISC STEEL TRIM 213 CAST NOSINGS FOR CONC & METAL PAN STAIR 214 PIPE BOLLARDS 215 STEEL SUPPORTS FOR VANITIES 2 16 ELEV PIT SUMP GRATING AND FRAME 3 7TOUCH UP PAINTING & GALVANIZING 05510 (SPIL) METAL STAIRS 2 1 METAL PAN STAIRS & LANDINGS 2 3 S S FASTENERS 3 4 FEILD TOUCH-UP 3 5 CONCRETE FILL 05521 (SPIL) PIPE & TUBE RAILINGS(STEEL) 2 2B STEEL W/ GALV FINISH 2 4 PRIME PAINT 2 5 GROUT 3 7 REPAIR GALV 1 14 06100 (SPIL) ROUGH CARPENTRY SEE WINDOW 2 8 INT WOOD FIRE RETARDANT TREATED 06130 (SPIL) CARPENTRY(STRUCTURAL M EMBERS ONLY) 11AEXT 4X8 8X8&4X10 DECKING PLYWOOD 2" NOMINAL ROOF DECKING INT 2 X 6 PLA TES AT ROOF LEVEL 2 6 FASTENERS A NCHORS BOLTS CLIPS & CONNE 06176 (SPIL) M ETA L PLATE -CONNECTED WO OD TRUSSES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 125 000 125 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 2 800 2 800 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 17 127 21 943 0 39 070 O 0 0 0 0 0 109 060 109 060 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 4 320 4 896 29 760 38 976 SUBCONTRACTORS NAME INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE BY OWNER DIXIE/BONDED INCL BY OWNER INCL INCL INCL INCL INCL INCL INCL INCL INCL GC BLDG PRODUCTS INCL INCL INCL INCL INCL INCL INCL INCL INCL IN CONCRETE INCL INCL INCL INCL INCL JAC INCL MARK STEVEN CONSTR INCL INCL INCL INCL INCL CUSTO M DESIGN/JAC TOTAL AREA 39 946 SF GRAND TOTAL $/SF 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 O 0 00 O 0 00 125 000 313 0 0 00 0 0 00 O 0 00 0 0 00 0 0 00 O 0 00 O 0 00 0 0 00 0 0 00 O 0 00 O 0 00 2 800 0 07 0 0 00 0 0 00 O 0 00 0 0 00 0 0 00 O 0 00 0 0 00 0 0 00 O 0 00 O 0 00 0 0 00 O 0 00 0 0 00 O 0 00 0 0 00 0 0 00 53 584 134 O 000 109 060 2 73 0 0 00 0 0 00 0 0 00 0 0 00 O 0 00 42 247 1 06 05/03/2001 04 08 PM JAMES A CUMMINGS INC 4 VILLAGE Or tY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATION AND POLICE BUILDING TOTAL ARE A 39 946 SF I ITEM 1 SECTION J DESCRIPTION 1 MATERIAL [_L ABOR [SUB -1 TOTAL 1 SUBCONTRACTORS NAME TGRAND TOTAL! $ISF 1 4 ENGINEERED DESIGN 0 0 0 0 INCL 0 0 00 21D METAL FRAMING ANCHORS 0 0 0 0 INCL 0 0 00 0 0 0 0 0 000 15 06401 (SPIL)\ EXTERIOR ARCHITECTURAL WOOD WORK 0 0 99 630 99 630 OWNER ALLOWANCE FOR ANOD ALUM RAILS 99 630 2 49 CHA NGE WOOD RAILS TO ALUM RAILS 0 0 (60 000) (60 000) CH ANGE WOOD R AILS TO ALUM RAILS($26 480) (60 000) (1 50) 2 5 EXT STANDING & RUNNING TRI M FOR OPAQUE 1 0 0 0 0 INCL 0 0 00 2 6 EXT RAILINGS 0 0 0 0 INCL 0 0 00 2 7 SHOP FINISHING 0 0 0 0 INCL 0 0 00 06402 (SPIL) INTERIOR ARCHITECTURAL WOOD WORK 0 0 103 453 103 453 C ONTE MPORARY DESIGN CONCEPTS/BONDED 103 453 2 59 1 4F CABINET HARDWARE & ACCESS MATERIALS 0 0 0 0 INCL 0 0 00 2 6 INT STANDING & RUNNING TRIM FOR 6PAQUE F 0 0 0 0 INCL 0 0 00 2 7 WOOD CABINETS ( CASEWORK) FOR TRANSPAR 0 0 0 0 INCL 0 0 00 2 8 LAMINATE CLAD CABINETS(PLA STIC COVERED I 0 0 0 0 INCL 0 0 00 2 9 COUNTERTOPS 0 0 0 0 INCL 0 0 00 210 SHOP FINISHING OF INT A RCH WOODWORK 0 0 0 0 INCL 0 0 00 3 50 CLOSET HARDWARE 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 16 07113 (SPIL) MODIFIED BITUMINOUS SHEET M EM BRANE WAT 0 0 14 500 14 500 METRO 14 500 0 36 1 6 WARRA NTY - 5 YEA RS 0 0 0 0 INCL 0 000 3 7TESTING 0 0 0 0 INCL 0 0 00 07140 (SPIL) FLUID APPLIED WATERPROOFING 0 0 0 0 INCL IN TILE 0 000 1 3 WARRANTY • 5 YEA RS 0 0 0 0 INCL IN TILE 0 0 00 21 FLUID APPLIED WTPRFG UNDER CERAM IC TILE 0 0 0 0 INCL IN TILE 0 0 00 07190 (SPIL) WATER REPELLENTS 0 0 0 0 NONE SHOWN/NONE INCLUDED 0 0 00 1 2ARCH PRECAST CONC TRIM 0 0 0 0 NONE SHOWN/NONE INCLUDED 0 0 00 1 6 WARRANTY is 5 YEARS 0 0 0 0 NONE SHOWN/NONE INCLUDED 0 0 00 21 CLEAR WATER REPELLENT COATING 0 0 0 0 NONE SHOWN/NONE INCLUDED 0 0 00 07900 (SPIL) JOINT SEALANTS 0 0 0 0 INCL IN WATERPROOFING 0 0 00 1 5 WARRANTY - 2 YEARS 0 0 0 0 INCL IN WATERPROOFING 0 0 00 2 2 SEALANT FOR TRAFFIC JOINTS 0 0 0 0 INCL IN W ATERPROOFING 0 0 00 2 3 SEALANT FOR NON TRA FFIC JOINTS 0 0 0 0 INCL IN WATERPRO OFING 0 0 00 2 4 MILDEW RESISTANT SEALANT 0 0 0 0 INCL IN W ATERPROOFING 0 0 00 0 0 0 0 0 0 00 16 07210 (SPIL) BUILDING INSULATION 0 0 0 0 INCL IN DRYWALL 0 0 00 21 POLY WALL INSULATION BOARD R7 5 0 0 0 0 INCL IN DRYWALL 0 0 00 2 2 GLASS FIBER BOARD INSULA TION R7 5 0 0 0 0 INCL IN DRYWALL 0 0 00 2 3 BLANKET INSULATION R20 0 0 0 0 INCL IN DRYWALL 0 0 00 2 4 DECK INSULATIO N R20 0 0 0 0 B&B DRYWALL 0 0 00 07260 (SPIL) VAPOR RETARDERS 0 0 0 0 INCL IN CONC 0 0 00 2 1 VAPOR BARRIER 6 MIL 0 0 0 0 0 0 00 0 0 0 0 0 0 00 17 07411 (SPIL) MANUFACTURED ROOF PA NELS 0 0 126 000 126 000 MET ROOFING/BONDED 126 000 3 15 1 7 WARRANTIES FINISH 20 YEARS WEATHER 5 YE 0 0 0 0 INCL 0 0 00 2 2 MET COATED SHEET STEELPREPAINT W/COILC 0 0 0 0 24 GAUGE IS INCL 0 0 00 ALUM FINISH FLUOROPO LYMER 2 COAT 0 0 0 0 CLE AR ACRYLIC COATED ALUM 0 0 00 2 3 STANDING SEAM ROO F PA NELS 18" 0 0 0 0 INCL AS 16 0 0 00 05/03/2001 04 08 PM JAMES A CUMMINGS INC 5 VILLAGE 01- cY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILL'S CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 AD MINISTRATION AND POLICE BUILDING TOTAL AREA 39 946 SF SUB _ _ ] TOT AL [ _ SUBCONTRA-CTORS NA ME [ GRAND TOTAL $/SF] I ITEM ] SECTION,[ DESCRIPTION [_MATERIAL [ LAB OR [ 2 4 UNDERLAYMENT SELF ADHERE P OLYMER MOD 0 0 2 5B GYPSUM SHEATHING 0 0 2 50 ACCESSORIES 0 D3 SEALANTS 0 2 5G VAPOR BARRIER 0 07552 (SPIL) SBS MOD BITUMINOUS ME MBRANE ROOFING 0 1 9 WARRA NTY MANUF =15 YE ARS ROOFER S = 0 2 3G WOOD NAILING STRIPS 0 2 3H WOOD CA NTS(FIBER OK IF REQ FOR WARRANT 0 2 6 ROOF WALKWAY PADS 0 2 7 POLY INSULATION R19 0 07600 (SPIL) SHEET METAL FLA SHING 0 1 6 WARRANTY = 5 YEARS 0 21 COPPER FLASHING FOR ROOF DRAINS 0 2 2 ALL OTHER FLASHINGS = STAIN STEEL 0 2 3 GUTTER HANGERS & BRA CKETS 0 2 6 SPLASH BLOCKS 0 2 10 SCUPPERS 0 216 GUTTERS 0 2 18 DOWNSPOUTS 0 07721 (SPIL) PREFABRICATED ROOF CURBS 0 07722 (SPIL) ROOF HATCHES 0 2 1 ROOF HATCHES FOR VERTICAL LADDERS 0 0 0 0 0 0 0 0 0 163 s 18 07815 (SPIL) INTUMESCENT MASTIC FIREPROOFING 21 ALBI-CLAD 800 2 2 COLORED TOP COAT 07840 (SPIL) FIRESTOPPING 3 4 FIRE SAFING INSULATION @ ALL FIRE BLKG RE MECH & ELEC FIRESTOPPING BY DIV 15 816 19 08110 (SPIL) STEEL DOORS AND FRAMES 2 5 DOOR LOUVERS 08125 (SPIL) INTERIOR ALUM DOOR FRAM ES & STOREFRON 08211 (SPIL) FLUSH WOOD DOO RS 1 5 WARRANTY = LIFE OF INSTALLATION 2 2 SOLID CORE WOOD DOORS 2 2F FACTORY OPAQUE FACTORY FINISHED DOORS 2 3 FIRE RATED WOOD DOORS TRANSOMS 2 5+6 LOUVERS 2 8 FACTORY PRE -FIT & MACHINE 08710 (SPIL) DOOR HARDWARE (BRUSHED S S ) 3 2 CONTINUED SERVICE & WARRANTY (AT 6 MONTI DESK CONSOLE & CO NTROLS AT GROUP 4 05/03/2001 04 08 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 875 48 875 0 0 0 0 0 0 0 2 000 2 000 0 0 0 0 0 0 0 0 0 2 360 76 277 78 800 0 0 0 0 0 0 4 680 0 4 680 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 280 0 6 280 O 0 0 O 0 0 O 0 0 NOT INCLUDED 0 INCL INCL INCL INCL INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH MET AL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH MET AL ROOF INCL WITH METAL R OOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL R OOF IN MECHANICAL INCL WITH METAL R OOF INCL WITH METAL ROOF ARCH COATINGS INC INCL INCL JAC INCL IN DRYWALL IN MECH/ELEC FARREY'S INCL INCL IN STOREFR ONT INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 875 0 0 2 000 0 0 0 80 252 0 0 7 538 0 0 0 0 0 0 0 10 115 0 0 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 000 0 00 0 00 000 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1.22 0 00 000 0 05 0 00 0 00 0 00 201 0 00 0 00 019 0 00 0 00 000 0 00 0 00 0 00 0 00 0 .25 0 00 0 00 0 00 JAMES A CUMMINGS INC 6 VILLAGE Of cY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ITEM 20 SECTION 1 DESCRIPTION 08305 (SPIL) ACCESS DOORS 08331 (SPIL) OVERHEAD COILING DOORS 2 7 ELECTRIC DOOR OPERATORS 08334 (SPIL) OVERHEAD COILING GRILLES 2 7 ELECTRIC GRILLE OPERATORS 21 08125 (SPIL) INTERIOR ALUM DOOR FRAMES & STOREFRON 2 6 FACTORY PRIMED FOR FIELD P AINTED FINISH 08410 (SPIL) ALUMINUM ENTRANCES 1 3 COMPLY W/ M IAM I DADE COUNTY PRODUCT API 1 6 WARRANTY ■ 2 YEARS 2 2G EXTERIOR SEALA NTS 2 4 HARDWARE 2 6ALUM FINISH FLUOROPOLYM ER 3 COAT 3 3TESTING 08800 EXTERIOR GLASS = PPG AZURLITE 08520 (SPIL) ALUMINUM WINDOWS COMPLY W/ M IAMI DADE COUNTY PRODUCT API 1 6 WARRANTIES VARIOUS 2 3 GLAZING LAM INATED TINTED 2 4 WINDOW CLEANING ANCHOR BOLTS 2 6 ALUM FINISH FLUOROPOLYMER 2 COAT 08800 EXTERIOR GLASS - PPG AZURLITE 08665 (SPIL) PASS WINDOWS 21FGLAZING 1 114" BULLET RESIST LAMINATED 21GTALK THRU 21 H COMBO SHELF & DEA L TRAY 2 6 SPECIAL SEALANT 08800 (SPIL) GLAZING 1 5 WARRANTY ■ 5 YEARS 21 HURRICANE RESISTANT LAMINATED TINTED @ 1 2 2 HURRICANE RESIST SPANDREL/CERAMIC COAT 2 3 WIRED GLASS 2 4TEMPERED CLEAR & TRANSLUCENT FLOAT AT I 2 6 LAMINATED BULLET RESISTANT 2 7 LAMINATED ATTACK RESISTANT 08814 (SPIL) MIRRORED GLASS 1 2AT METAL FRAMED MIRROR UNITS SECTION 108 22 09205 (SPIL) METAL FIURRING AND LATHING 09220 (SPIL) PORTLAND CEMENT PLASTER & STUCCO 3 3 CEMENT PLA STER APPLICATION INTERIOR 3 4 STUCCO APPLICATION EXTERIOR 09260 (SPIL) GYPSUM BOARD ASSEMBLIES 1 5E MOCKUPS ADMINISTRATION AND POLICE BUILDING TOT AL AREA _ 39 946 SF rMATERIAL 1_ LABOR 1 SUB I TOTAL 1 SUBCONTRACTORS NAME I GRAND TOTAL 1 $ISF l 0 0 500 500 JAC 500 0 01 0 0 6 772 6 772 B&B ROLLONG DOOR 6 772 0 17 0 0 0 0 INCL 0 0 00 O 0 0 0 NONE SHOWN/NONE INCL 0 0 00 0 0 0 0 NONE SHOWN/N ONE INCL 0 0 00 0 0 0 0 0 0 00 0 0 297 840 297 840 CHEROKEE GLASS/BONDED 297 840 7 46 O 0 0 0 FACTORY FINISHED 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 000 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 579 039 579 039 B&B INTERIORS 579 039 14 50 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 05/03/2001 04 08 PM JAM ES A CUMMINGS INC 7 VILLAGE OF L.Y BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA D MJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATION AND POLICE BUILDING ITEM SECTION DESCRIPTION MATERIAL L ABOR 2 5 CEMENTITIOUS BACKER UNITS 0 0 2 8 ACOUSTIC SEALANT 0 0 2 9I SOUND ATTENUATION BLANKETS 0 0 2 6 BALLISTIC ARMOR 7/16" 4LBSJSF FIBERGLASS 0 0 09265 (SPIL) GYPSUM BOARD SHAFTWALL ASSE MBLIES 0 0 0 0 23 09310 (SPIL) CERAMIC TILE 0 0 CHANGE STONE TILE TO CD31 BEIGE PORCELAI 0 0 1 6 EXTRA STOCK 0 0 21 UNGLAZED CERAM IC M OSAIC FLOOR TILE 0 0 2 2 GLAZED CERAMIC WALL TILE 0 0 2 4 MARBLE THRESHOLDS 0 0 2 5 CERAMIC PORCELA IN FLOOR TILE 0 0 2 6 UNGLAZED PAVER TILE (SEE ALLOWANCE 3) 0 0 2 8 EPDXY GROUT 0 0 WINDOW SILLS ???? 0 0 09385 (SPIL) DIM ENSIONED STONE TILE (SEE ALLOWANCE 4) 0 0 1 4D MOCKUPS 0 0 1 6 EXTRA STOCK 0 0 2 5A METAL EDGE STRIPS 0 0 2 5C SEALER 0 0 WINDOW SILLS ???? 0 0 0 0 24 09511 (SPIL) ACOUSTICAL PANEL CEILINGS (2 X 2 X 3/4" TEC 0 0 A RMSTRONG FINE FISSURED #1821 0 0 1 6 EXTRA STOCK 0 0 21FNRCO 70 0 0 2 2C GRID 9/16" 0 0 3 30 HOLD DOWN CLIPS 0 0 0 0 25 09653 (SPIL) RESILIENT WALL BASE & ACCESSORIES 0 0 1 8 EXTRA STOCK 0 0 09665 (SPIL) AEROBIC TILE FLOORING 0 0 1 4 EXTRA STOCK 0 0 21 RUBBER 3/8" X 27" X 27" TUFLEX 0 0 09680 (SPIL) CARPET 0 0 1 4E MOCKUPS 0 0 1 6 WARRANTY ■ 10 YEARS 0 0 1 7 EXTRA STOCK 0 0 MAJOR FLOOR PATCH 1 997 1 997 0 0 26 09720 (SPIL) WALL COVERINGS 0 0 1 4C MOCKUPS 0 0 1 6 EXTRA STOCK 0 0 FWC1 SEE ALLOWANCE 1 0 0 VWC1 0 0 SUB TOTAL ] 0 0 0 0 0 0 0 0 O 0 O 0 225 420 225 420 (33 000) (33 000) 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 O 0 0 0 39 830 39 830 0 0 O 0 0 0 0 0 0 0 0 0 45 000 45 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 995 0 0 88 084 88 084 0 0 O 0 0 0 O 0 SUBCONTRACTORS NAME TOTAL AREA 39 946 SF GRAND T OTAL I S/SF INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 0 0 00 CENTURY/BONDED 225 420 564 CENTURY/BONDED (33 000) (0 83) INCL 0 000 INCL 0 000 INCL 0 000 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 000 INCL PER QUALIF ( OWNER MAT ALLOW) 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL IN MILLWORK AS WO OD 0 0 00 O 0 00 COUSTIC GLO/NOT BONDED 39 830 1 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 000 INCL 0 0 00 0 0 00 WILLIA MS CARPET SYSTEM 45 000 1 13 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 JAC 5 344 013 O 0 00 RBUBONDED 88 084 2 .21 INCL 0 0 00 INCL 0 0 00 INCL (OWNER MAT ALLOWANCE) 0 0 00 INCL 0 0 00 05/03/2001 04 08 PM JAM ES A CUMMINGS INC 8 VILLAGE 01- _Y BISC AYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTR ATION AND POLICE BUILDING ITEM 1 SECTION 1 DESCRIPTION MATERIAL 1 LABOR_ _SUB 1 TOTAL L 09900 (SPIL) PAINTING 0 0 0 0 14 EXTRA STOCK 0 0 0 0 SEE SECTION 15050 FOR PAINTING EXPOSED P11 0 0 0 0 0 0 0 0 27 09965 (SPIL) ANTIMICROBIAL COATING SYSTEM 0 0 7 750 7 750 FLOORS WALLS AND CEILINGS EPDXY (DEXOTI 0 0 0 0 0 0 0 0 28 DIV 10 MISC SPECIALTIES 0 0 0 0 10155 (SPIL) TOILET COMPARTMENTS 0 0 6 073 6 073 2 2B PLASTIC LAMINATE 0 0 0 0 2 3C FLOOR M OUNTED OVERHEAD BRACED 0 0 0 0 10212 (SPIL) STATIONARY M ETA L WALL LOUVERS 0 245 3 775 4 020 2 2 ALUM FINISH FLUOROPOLYMER 2 COAT 0 0 0 0 10350 (SPIL) FLAGPOLES 0 0 0 0 2 2B ONE EACH 35 FOOT 0 0 0 0 10400 (SPIL) EXT AND INT SIGNAGE (SEE ALLOWANCE 2) 0 0 0 0 10505 (SPIL) METAL LOCKERS AND BENCHES 0 0 0 0 21 WARDROBE LOCKERS 0 0 0 0 2 2 PISTOL LOCKERS 0 0 0 0 2 3 KEYED EVIDENCENISITOR LOCKERS 0 0 0 0 2 4 KEYLESS EVIDENCE LOCKERS 0 0 0 0 2 8 BENCHES 0 0 0 0 NO SPEC(SPIFIRE EXTINGUISHERS CABINETS & ACCESSORII 0 0 1 125 1 125 10651 (SPIL) OPERABLE PANEL PARTITIONS 0 0 6 700 6 700 1 6 EXTRA STOCK 0 0 0 0 2 3D MANUALLY OPERATED 0 0 0 0 10750 (SPIL) TELEPHONE SPECIALTIES 0 150 3 370 3 520 2 2 S S W/ ACOUSTICAL PANELS 0 0 0 0 2 3 WALL MOUNTED SHELF TYPE 0 0 0 0 10801 (SPIL) TOILET AND SHOWER A CCESSORIES 0 0 6 846 6 846 1 6 WARRANTY MIRRORS ■ 15 YEA RS 0 0 0 0 10991 (SPIL) MISC SPECIALTIES 0 0 0 0 21 LOUVERED SHUTTERS (ALUM ) 0 0 0 0 21BALUM FINISH FLUOROPOLYMER 2 COAT 0 0 0 0 2 2 GABLE VENTS 0 0 0 0 0 0 0 0 29 DIV 11 EQUIPMENT 0 0 0 0 11132 (SPIL) PROJECTION SCREENS 0 0 0 0 21 FRONT PROJECTION SCREENS ELECTRIC 0 0 0 0 11190 (SPIL) DETENTION EQUIPMENT 0 500 2 020 2 520 2 2 BENCHES 0 0 0 0 2 3 MIRRORS 0 0 0 0 2 4 PRIVACY SHIELD 0 0 0 0 2 5 DOOR AND FRAME SYSTEM S W/ ELECTRIC HARI 0 0 0 0 NO SPEC RESIDENTIA L EQUIPM ENT 0 0 0 0 0 0 0 0 TOTAL AREA 39 946 SF SUBCONTR ACTORS N AME -1 GRAND TOT AL $/SF 1 INCL INCL INCL DURAB OND INCL BSI INCL INCL GC BLDG PROD /JAC INCL NIC BY OWNER INCL SEE ALLOWANCE NIC BY OWNER NIC BY OWNER NIC BY OWNER NIC BY OWNER NIC BY OWNER INCL IN MULTILINE TRIANGLE HUFCOR INCL INCL REDYREF/JAC INCL INCL MULTILINE INCL INCL AS LOUVERS INCL AS L OUVERS INCL IN ROOFING NONE SH OWN/NONE INCL NONE SHOWN/NONE INCL US SECURITY SYS /J AC INCL INCL INCL INCL NONE SHOWN/NONE INCL 0 0 0 0 7 750 0 0 0 6 073 0 0 4 170 0 0 0 0 0 0 0 0 0 0 1 125 6 700 0 0 3 612 0 0 6 846 0 0 0 0 0 0 0 0 0 2 825 0 0 0 0 0 0 0 00 0 00 0 00 0 00 019 000 0 00 000 015 0 00 0 00 010 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 03 017 0 00 0 00 0 09 0 00 0 00 017 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 07 0 00 0 00 0 00 0 00 0 00 0 00 05/03/2001 04 08 PM JAMES A CUMM INGS INC 9 VILLAGE OF �.Y BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ITEM J SECTION I 30 12520 (SPIL) SHADES 1 3D MOCKUPS 1 5 EXTRA MATERIALS 1 6 WARRANTY n 10 YEARS NO SPEC (OE SHADES DESCRIPTION 31 14240 (SPIL) HYDRAULIC ELEVATORS 1 6 M AINT SERVICE . 12 MONTHS 2 2F CAR ENCLOSURE STAIN STEEL 2 2I PADS & HOOKS 216 PASSENGER 2500 LBS 150 FPM (NONE HOLELE 32 DIV 15 15050 (SPIL) 15191 (SPIL) 15990 (SPIL) 13915 (SPIL) 33 DIV 16 13100 (SPIL) 13851 (SPIL) NO SPEC MECHANICAL COORDINATION DRAWINGS FUEL OIL PIPING TESTING AND BALANCING BY GC/ BY MECH 11111 HVAC PLUMBING FIRE SUPPRESSION PIPING FIRE PROTECTION ELECTRICA L LIGHTNING PROTECTION SYSTEM FIRE ALARM FIRST IN FIRE STATION CONTROL SYSTEMS AD MINISTRATION AND POLICE BUILDING LMATERIAL LAB OR L SUB 1_ TOTAL 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 836 52 836 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 362 450 362 450 0 0 143 300 143 300 0 0 69 300 69 300 0 0 0 0 0 0 0 0 0 0 541 150 541 150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SUBTOTAL CHECK SUBTOTAL SALES TAX 6 5% LABOR BURDEN SUBTOTAL OWNER S PROTECTIVE LIABILITY INSURANCE BUILDER S RISK INSURANCE PERMITS PERFORMANCE BOND 26 459 49 760 5 544 567 5 620 787 5 620 787 1 720 30 389 5 652 895 05/03/2001 04 08 PM JAMES A CUMMINGS INC 0 131 559 50 000 65 000 TOT AL AREA 39 946 SF SUBCONTRACT ORS NAME FO -R AND TOTAL I _$/SF J NIC BY OWNER 0 0 00 NIC BY OWNER 0 0 00 NIC BY OWNER 0 0 00 NIC BY OWNER 0 0 00 NIC BY OWNER 0 000 O 000 OTIS 52 836 1 32 INCL 0 0 00 INCL 0 0 00 INCL 0 0 00 INCL 0 000 0 0 00 O 0 00 INCL 0 0 00 INCL 0 0 00 INCL BY MECH 0 0 00 THERMAUCOLTEC/BONDED 362 450 9 07 ROGERS/BONDED 143 300 3 59 FRANCIS/BONDED 69 300 1 73 O 0 00 O 0 00 FISK ELECTRIC 541 150 13 55 INCL 0 0 00 INCL 0 0 00 NIC BY OWNER 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 0 0 00 5 652 895 141 51 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 652 895 141 51 0 00 O 0 00 131 559 3 29 OWNER ALLOWQNCE 50 000 1 25 65 000 1 63 0 00 10 VILLAGE Of `Y BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 [ ITEM 1 SECTION AD MINISTRATION AND P OLICE BUILDING TOTAL ARE A 39 946 SF DESCRIPTIONv_ 1 -MATERIAL -1 L ABOR I SUB 1 TOTAL I SUBC ONTRACT ORS NA ME I GRAND TOTAL (-$/SFF] SUBTOTAL 5 899 454 5 899 454 147 69 DESIGN PHASE FEE N OT INCL CONSTRUCTION PHASE FEE 314 335 SUBTOTAL 6 213 789 CONSTRUCTION CONTINGENCY 100 000 SpBTOTAL 6 313 789 OVERHEAD & PROFIT 284 121 TOTAL 6 597 910 OWNER SALES TAX SAVINGS PROGRAM (98 969) SUBTOTAL 6 498 941 OWNERS CONTINGENCY 148 073 TOTAL GUARANTEED MAXIMUM PRICE INCLUDING CONTINGENCY 6 647 014 BUDGET UNIT PRICE = $160 + 4% CONTINGENCY =;166 40/SF 05/03/2001 04 08 PM JAM ES A CUMMINGS INC 0 00 NOT INCL 0 00 314 335 7 87 0 00 6 213 789 155 55 0 00 100 000 2 50 0 00 6 313 789 158 06 0 00 284 121 7 11 0 00 6 597 910 16517 0 00 (98 969) (2 48) 0 00 6 498 941 162 69 0 00 148073 371 0 0 00 6 647 014 166 40 11 I j r.3 I VILLAGE or KEY BISCAYNE GENFRAL CONDITIONS FLORIDA DEPAR1MCN1 01 MANAGCMEN1 SERVICES VILI AGE or KEY BISCAYNE PROJEC r # VIM 98069000 FIRE STATION, ADMINISTRATION & POLICE STATION DATE MARCH 27 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MATERIAL U P LABOR U P SUB PRT8,1 TOTAL LAYOUT 20 WKS 50 1 000 700 14 000 0 8 550 23 550 SURVEYS 1 LS 0 0 0 0 56 300 0 56 300 TEMP BUILDING 12 MOS 400 4 800 0 500 2 500 305 8 105 ARCI I TEM P OFFICE NO F REQ MOS 400 0 0 0 0 0 0 TEMP FENCING BY OWNER LS 0 0 0 0 0 0 0 0 TEMP COVERED WALKWAYS NOT REQ LF 0 0 0 0 30 0 0 0 TEMP ROADS IN SITE LS 0 0 0 0 5 000 0 0 0 HOUSING RENTAL 0 0 0 0 0 0 0 0 MOVING EXPENSES 0 0 0 0 0 0 0 0 PER DIEM EXPENSES 0 0 0 0 0 0 0 0 TELEPHONE CHARGES SEE C P FEE 0 0 0 0 0 0 0 PO WER CO CHARGES 12 MOS 450 5 400 0 0 0 0 5 400 DROPS 2 LS 0 0 0 0 3,000 6 000 0 6 000 NATURAL GAS CHARGES 0 0 0 0 0 0 0 0 UTIL COSTS TEST 5 MO S 10000 50 000 0 0 0 0 50 000 TEMP ELECTRICAL 0 M OS 0 0 0 0 0 0 0 TEMP PLUMBING 90 EACH 65 5 850 0 0 3 000 0 8 850 DRINK WATER&ICE 52 WKS 100 5 200 0 0 0 0 5 200 TRANSPORT & FUEL SEE C P FEE 0 0 0 0 0 0 0 BARRICADES SLABS 2 LS 1000 2 000 0 0 0 0 2 000 BARRICADES MISC 2 LS 500 1 000 0 0 0 0 1 000 BARR STREET & PCD 2 LS 1000 2 000 0 0 0 0 2 000 TEM P LADD & STAIR 0 0 0 0 0 0 0 0 PROGRESS PHOTOS 12 M OS 200 2 400 0 0 0 0 2,400 OFFICE SUPPLIES SEE C P FEE 0 0 0 0 0 0 0 AS BUILT DRAWINGS 1 LS 0 0 0 0 5 000 0 5 000 EXTRA DRAWINGS 1 LS 0 0 0 0 15 000 0 15 000 COMPUTERS, PRINTER & SOFTWARE 1 LS 0 0 0 0 6 000 0 6 000 f INAL CLEANING BUILDING 64 000 SF 0 0 0 0 0 15 9 600 0 9 600 DAILY CLEAN UP 52 WKS 50 2 G00 900 46 800 0 28 581 77 981 1 RASI I REM DUMPST 200 1 OADS 0 0 0 0 300 GO 000 0 GO 000 SUM TOTAL 23 615 56,300 8,417 0 0 0 0 0 0 0 0 5 751 6 000 0 53 250 0 9,230 5 538 0 2,130 1,065 2,130 0 2 556 0 5 000 15 000 6 000 9 600 78 150 60 000 5107/2001 03 59 PM JAMES A CUMMINGS INC 1 1 3 3 1 VILLAGE OF KEY BISCAYNE GFNCRAL CONDITIONS rLO RIDA DEPAR1 MCNT or MANA GEMENT SERVICES VILLAGE OF KEY BISCAYNE PROJECT # VKB 98069000 FIRE STATION, ADMINISTRATION & POLICE STATION DATE MARCI127 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MATERIAL U P LABOR U P SUB PRT&I TOTAL I RASI I GIIU1 ES N O1 RC Q MOS 750 0 325 0 0 0 0 FIRE PROTECTION 2 LS 500 1 000 0 0 0 0 1 000 TEMP WATER PROT 0 0 0 0 0 0 0 0 IIURRICANE PROTECT 0 0 0 0 0 0 0 0 TEM P I!EAT & COO L 0 0 0 0 0 0 0 0 WATCHM AN SERVICES NOT REQ WKS 0 0 0 0 1 230 0 0 0 BUILDERS RISK INS IN MAIN LS 0 0 0 0 0 0 0 GENERAL LIABILITY INSURANCE 0 0 0 0 0 0 0 0 BREAKAGE WINDOW 0 0 0 0 0 0 0 0 DAMAGE MATERIALS 0 0 0 0 0 0 0 0 STOLEN MATERIALS 0 0 0 0 0 0 0 0 OSHA FINES 0 0 0 0 0 0 0 0 ENVIRON CONTROLS 0 0 0 0 0 0 0 0 PROJECT MANAGER SEE C P FEE 0 0 0 0 0 0 0 ASS T ENGINEER SEE C P FEE 0 0 0 0 0 0 0 GENERAL SUPER SEE C P FEE 0 0 0 0 0 0 0 ASS T SUPERINT SEE C P FEE 0 0 0 0 0 0 0 FIELD ENGINEER SEE C P FEE 0 0 0 0 0 0 0 COST ACCOUNTANT SEE C P FEE 0 0 0 0 0 0 0 TIMEKEEPER SEE C P FEE 0 0 0 0 0 0 0 SECRETARY SEE C P FEE 0 0 0 0 0 0 0 MESSENGERS 0 0 0 0 0 0 0 0 MATERIAL HOISTS 0 0 0 0 0 0 0 0 RENTAL 0 MOS 0 0 0 0 0 0 0 ERECT & DISMANTLE 0 LS 0 0 0 0 0 0 0 rRCIGIIT 0 LS 0 0 0 0 0 0 0 I'UEL & OIL 0 WKS 0 0 0 0 0 0 0 PLATFORM & GATES 0 LS 0 0 0 0 0 0 0 HOIST OPERATORS 0 WKS 0 0 0 0 0 0 0 PERMANENT ELEVATO RS MOS 0 0 0 0 400 0 0 0 TEMP MAINT COSTS 0 0 0 0 0 0 0 0 OPERATORS 0 0 0 0 0 0 0 0 PROTECT ELEV CABS 3 LS 500 1 500 500 1 500 0 916 3 916 TRUCK CRANE RENT 00 IIRS 0 0 0 0 85 6 800 0 6 800 MUCK CRANE OPER 0 0 0 0 0 0 0 0 TRUCK CRANE run. 0 0 0 0 0 0 0 0 SU M T OTAL 0 1 065 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 014 6 000 0 0 05/02/1001 03 59 PM JAMES A CUMMINGS INC 2 1 1 ) ..,._.2.3 I GENERAL CONDITIONS t"LORIDA DEPARTMENT or MANAGEMENT SERVICES VILLAGE OF KEY BISCAYNE PROJECT # VKB 98069000 TIRE STATION, ADMINISTRATION & POLICE ST ATI ON DATE MARCH 27, 2001, REVISED APRIL 9, 2001 VILLAGE or KEY BISCAYNE DESCRIPTION QUANTITY UNITS U P TOWER CRANE RENT 0 0 TOWER CRANE ERECT 0 0 TOWER CRANE DISMNTL 0 0 TOWER CRANE OPER 0 0 rOUNDATION PAD 0 0 ENGINEER STRUCT 0 0 JUMP CRANE 0 0 POWER & CABLE EXP 0 0 SHORING & RESHORE 0 0 SPECIAL CRANES SEE FRWK 0 CONCRETE PUMP SEE CONC 0 PERSONNEL HOISTS 0 0 CO MPRESSO RS 0 0 GENERATORS 0 0 DEWALT SAWS 0 0 VIBRATORS 0 0 CEMENT FIN MACH 0 0 TRANSITS 1 LS 1500 SKILL SAW & DRILL 0 0 MISC SMALL TOOLS 2 LS 5000 EQUIPMENT REPAIRS 0 0 DUMP TRUCKS 0 0 PICKUP TRUCKS SEE C P FEE 0 AUTOMOBILE EXPENSE SEE C P FEE 0 RADIOS 1 LS 3000 SUBTOTAL MATERIAL U P LABOR U P SUB PRT&I TOTAL SUM TOTAL o o 0 0 0 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500 0 0 0 0 0 10 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3,000 0 0 99 250 62 800 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 500 0 0 0 0 0 10 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 000 170 200 38 352 370,602 CIICCK TOTAL 370 602 SALES TAX 6 451 TOTAL 377 053 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,598 0 10 650 0 0 0 0 3,195 377,053 )5/02/2001 03 59 PM JAM ES A CUMM INGS INC 3 VII I A GE <CY I31SC AYNI= CONSTRUCTION PHASE' I CC (Al L O f I ICR GENERAL CONDITIONS AND REQUIREMENTS 10 BE CONSIDERED AS COST REIMBURSIBLES ) DESCRIPTI ON QUANTITY UNITS U P MATERIAL U P LABOR OPERATIONS MANAGER PROJECT MANAGER PROJECT ENGINEER GENERAL SUPER GENERAL SUPER — SECRETARY JOBSITE _ VP ESTIMATING CHIEF' ESTIMATOR_ SENIOR ESTIMATOR_ SECRETARY MAIN OFFICE __ Cf�IEF FINANCIAL OFFICER M AIN O rf"ICE ACCOUNTANT MAIN OFFICE �� PAYROLL MAIN OFFICE — — TELEPHONE CHARGES_ TRANSPORTATION & FUEL OFFICE SUPPLIES PICKUP TRUCKS AUTOMOBILE EXPENSE SUBTOTAL CHECK TOTAL `SALES TAX TOTAL 05/02/2001 04 01 PM 8 —52 52 52 35 —52 —4 4 4 4 ._. 4 4 — — b 4 _ --12 —12 -- 12 _ — 21 12 WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS_ WKS WKS WKS MOS� -MOS MOS mos mos __0 0 0 0 0 0 0 0 0 0 0 __ 0 _ 600 600 - 700 700 700 0 0 0 0 0 0 0 0 0 0 - 0 200 7 200 8 400 14 700 6 400 - 45 900 3 000 1,500 __1 900 ,500 1,250 — 500 3 000 1 250 1 100 _ 550 1 500 550 550 0 0 0 0 24 000 78 000 46 800 -- v+ 78 000 43 750 - 26 000 12 000 5 000 4 400 2,200 6,000 _ 2200 2 200 0 0 0 0 330 550 SUB PRT&I TOTAL _ _ `_ __ 0 0 10 555 34 304 20 583 34 304 19 241 _ �f 11 435 5 278 _ __ 34 555 112,304 __ _ 0 _ 0 0 0 — — 0 _ 67,383 112 304 _ 62,991 37,435 17 278 0 7 199 0 _ _2,199 1,935 __ _ 6 335 0 _ 968 3-168 �_ _ _ 0 _ __ — 2,639 8 639 __ _ 0 968 3 168 _ 0 968 3,168 0 0 7 200 0 0 7,200 0 0 8 400 0 ___ 0 14 700 _ 0 0 8 400 0 145 376 521,826 _ 521 826 2066 --523 892 JAMES A CUMM INGS INC 1 VILLAGE C �Y BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA D MJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED MAY 4 2001 [ITEM! SECTION 1 DESCRIPTION 1 GENERAL CONDITIONS SEE WINDOW 00320 (SPIL) 01040 (SPIL) 01050 (SPIL) 01210 (SPIL) OBM LETTER NO SPEC NO SPEC 2 02050 (SPIL) SOIL INVESTIGATION DATA REPORT BY K&B STRIP EXISTING 2 ONLY UNDER NEW BUILDING COORDINATION DRAWINGS FIELD ENGINEERING FINAL PROPERTY SURVEY • OWNER ALLOWANCES 1 ON -SITE LANDSCAPING/SOD/IRRIGATION ALL( 2 THE CITY OF MIAMI EM ERGENCY RESPONSE 3 BUILDING SECURITY SYSTEM & CCTV 4 TELECOMMUNICATIONS AND DATA SYSTEMS 5 MAGNETIC KEYING SYSTEM CONSTRUCTION PHOTOGRAPHS QUALITY CONTROL BY OWNER DEMOLITION REM OVALS AND RELO CATION 3 02220 (SPIL) EARTHWORK 3 3CLEARING & GRUBBING 3 4 STRIPPING 3 8 DISPOSE OF EXCESS M ATERIALS 3 9 DEWATERING(NO CONC PLACED IN WATER) 3 10 TESTING BY OWNER 3 11 PREPARATION FOR TO PSOIL 02230 (OBM) 02310 (OBM) 02315 (OBM) 02316 (OBM) 02511 (SPIL) SITE CLEARING GRADING EXCAVATION FILL AND BACKFILL ASPHALTIC CONCRETE PAVING FIRE STATION 1 MATERIAL I LABOR I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN GCS IN GCS 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 SUB I 0 150 821 0 0 0 0 0 2 500 IN GC S IN GC S 0 0 20 000 0 0 0 0 0 0 IN GC S 0 0 0 0 0 152 313 0 0 0 0 0 0 0 0 0 0 0 TOTAL I 0 150 821 0 0 0 0 0 2 500 0 0 0 0 20 000 0 0 0 0 0 0 0 0 0 0 0 0 152 313 0 0 0 0 0 0 0 0 0 0 0 05/03/2001 04 11 PM JAM ES A CUMM INGS INC SUBCONTRACT ORS NAME JAC INCL IN SITEWORK INCL IN SITEWORK JAC IN GENERAL CONDITIONS IN GENERAL CONDITI ONS OWNER ALLOWANCE E MPTY RACEW AYS W/PULLSTRINGS ONLY NIC BY OWNER EMPTY RACEWAYS W/PULLSTRINGS ONLY NIC BY OWNER IN GENERAL CONDITIONS BY OWNER N ONE SIIOWN/NONE INCL UDED MORA ENG /B ONDED INCL INCL INCL INCL BY OWNER INCL INCL INCL INCL INCL INCL TOTAL AREA 25 238 SF GRAND T OTAL I $ISF _ I 0 150 821 0 0 0 0 0 2 500 0 0 0 0 20 000 0 0 0 0 0 0 0 0 0 0 0 0 152 313 0 0 0 0 0 0 0 0 0 0 0 0 00 5 98 0 00 0 00 0 00 0 00 0 00 010 0 00 0 00 0 00 0 00 0 79 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 6 04 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 VILLAGE C cY BISCAYNL VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOTAL AREA 25 238 SF 2 2 BASE COURSE LIMEROCK 8 0 0 0 0 INCL 0 0 00 2 3 PRIME & TACK COATS 0 0 0 0 INCL 0 0 00 2 4 ASPHALTIC CONCRETE 1 112 TYPE S 0 0 0 0 INCL 0 0 00 3 4 TESTING BY OWNER 0 0 0 0 t3Y OWNER 0 0 00 PATCH STREET AT NEW WATER & SEWER 0 0 4 000 4 000 JAC 4 000 016 02741 (OBM) BITUMINOUS CONCRETE PAVING 0 0 0 0 INCL 0 0 00 02513 (SPIL) PORTLAND CEMENT CO NCRETE PAVIN G 0 0 0 0 INCL 0 0 00 21 BASE COURSE 12" STABILIZED SUB GRADE 0 0 0 0 INCL 0 0 00 2 2 CONCRETE 5650 PSI FLEX 0 0 0 0 INCL 0 0 00 2 3+4 JOINT SEALER & EXP JT FILLER 0 0 0 0 INCL 0 0 00 3 4ASAWCUT EXP JOINTS 0 0 0 0 INCL 0 0 00 3 6TESTING BY OWNER 0 0 0 0 BY OWNER 0 0 00 02751 (OBM) PORTLAND CEM ENT CONCRETE PAVING 0 0 0 0 INCL 0 0 00 02514 (SPIL) CONC SIDEWALKS CURBS & WHEEL STOPS 0 0 0 0 INCL (S W INCL IN C ONC) 0 0 00 3 3 PRECAST CONC WHEEL STO PS 0 0 0 0 INCL 0 0 00 3 4TESTING BY OWNER 0 0 0 0 BY OWNER 0 0 00 02580 (SPIL) PAVEMENT MARKING 0 0 0 0 INCL 0 0 00 3 5 SPARE PAINT 0 0 0 0 INCL 0 0 00 SEE EARTHWORK WINDOW 0 662 0 662 JAC HAND LABOR 1 066 0 04 SEE SITE CONCRETE WINDOW 0 0 0 0 INCL IN C ONCRETE 0 0 00 0 0 0 0 0 0 00 4 02517 SOLID INTERLOCKING CONCRETE PAVERS 0 0 0 0 IN SITE/INFRASTRUCTURE WORK 0 0 00 2 2 3 1/8 THICK KEY SHAPE & RECTANGULAR AT E[ 0 0 0 0 IN SITE/INFRASTRUCTURE W ORK 0 0 00 2 3 EDGE RESTRAINTS 0 0 0 0 IN SITE/INFRASTRUCTURE WORK 0 0 00 2 4 SAND LAYING COURSE 0 0 0 0 IN SITE/INFRASTRUCTURE WORK 0 0 00 0 0 0 0 0 0 00 5 02222 (SPIL) EXCAVATION BACKFILLING AND COM PACTING I 0 0 0 0 INCL 0 0 00 3 5TESTING BY OWNER 0 0 0 0 INCL 0 0 00 02660 WATER DISTRIBUTION 0 0 24 700 24 700 MORA ENG /BONDED 24 700 0 98 21ADUCTILE IRON 0 0 0 0 INCL 0 0 00 2 6 FIRE HYDRA NTS 0 0 0 0 INCL 0 0 00 2 7A DISINFECTION 0 0 0 0 INCL 0 0 00 3 10 BACKFLOW PREVENTORS & DDCV S 0 0 0 0 INCL 0 0 00 311 0 0 0 0 INCL 0 0 00 311 THRUST BLOCKS 0 0 0 0 INCL 0 0 00 3 12 TESTING BY CONTRA CTO R 0 0 0 0 INCL 0 0 00 3 13+17 DISINFECTION & CONNECTION TO EXIST WATEF 0 0 0 0 INCL 0 0 00 02720 STORM DRA INAGE SYSTEM 0 0 108 707 108 707 MORA ENG /B ONDED 108 707 4 31 05103/2001 04 07 PM JAMES A CUMM INGS INC 2 VILLAGE Of r\EY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA D MJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATI ON TOTAI AREA 25 238 SF 21CDRAINAGE WELL & DETENTION TANK 0 0 0 0 INCL 0 0 00 2 2 DRAINAGE STRUCTURES 0 0 0 0 INCL 0 0 00 2 3+4 BALLAST ROCK & PLASTIC FILTER FABRIC 0 0 0 0 INCL 0 0 00 2 5AREA DRAINS 0 0 0 0 INCL 0 0 00 3 4 DRAINAGE WELL 0 0 0 0 INCL 0 0 00 3 5 EXFILTRATION TRENCH 0 0 0 0 INCL 0 0 00 3 8 TESTING BY CONTRACTOR 0 0 0 0 INCL 0 0 00 02731 SANITARY SEWER SYSTEM • 0 0 7 200 7 200 MORA EN G /BONDED 7 200 0 29 21 PIPE FITTINGS & MANHOLES 0 0 0 0 INCL 0 0 00 3 6TESTING & INSPECTIO N BY CONTRACTOR 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 6 02361 (OBM) SOIL TREATM ENT FOR TERMITE CONTROL 0 0 0 0 INCL IN CONCRETE 0 0 00 1 7 WARRANTY - 5 YEARS 0 0 0 0 INCL IN CONCRETE 0 0 00 0 0 0 0 0 0 00 7 02825 (OBM) CANTILEVERED SLIDE GATE 0 0 8 508 8 508 TROPIC 8 508 0 34 3 01 COMPLETE SYSTEM W/REMOTE & M ANUAL OPEI 0 0 0 0 INCL 0 0 00 NO SPEC CHAIN LINK FENCING 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 8 02923 (OBM) SODDING 0 0 0 0 SEE OWNER ALLOWANCE 0 0 00 2 01ACERTIFIED TURFGRASS ST AUGUSTINE OR KEN 0 0 0 0 SEE OWNER ALLOWANCE 0 0 00 2 02APLASTIC EDGING 0 0 0 0 SEE OWNER ALLOWANCE 0 0 00 0 0 0 0 0 0 00 9 03300 (SPIL) CAST IN PLACE CONCRETE 0 0 645 361 645 361 AREDA/BONDED 645 361 25 57 03300 (OBM) CAST IN PLACE CONCRETE 0 0 0 0 INCL 0 0 00 CONCRETE FORMS AND ACCESSORIES 0 0 0 0 INCL 0 0 00 2 4A DOVETAIL ANCHOR SLOTS 0 0 0 0 INCL 0 0 00 2 48+C WATERSTOPS 0 0 0 0 INCL 0 0 00 2 4D SAND CUSHION 0 0 0 0 INCL 0 0 00 2 4E (SPIL) VAPOR BARRIER 6 M IL 0 0 0 0 INCL 0 0 00 2 05C+ D(OBM) VAPOR RETARDER 16 MIL AND 3 5 MIL SPECIA L 0 0 0 0 INCL 0 0 00 2 4F CHEM ICAL CURING COMPOUND 0 0 0 0 INCL 0 0 00 2 4H FLOOR HARDENING COMPOUND AT ALL EXPO S! 0 0 0 0 INCL 0 0 00 SEE CONCRETE FORMWORK WINDOW 0 0 0 0 INCL 0 0 00 EXPANSION AND CONTRACTION JOINTS 0 0 0 0 INCL 0 0 00 SEE CONCRETE MATERIAL WINDOW 0 0 0 0 INCL 0 0 00 CONCRETE FINISHING 0 0 0 0 INCL 0 0 00 310 SLAB FINISHES TOLERANCES(TROWEL FF20 & F 0 0 0 0 INCL 0 0 00 SEE CONCRETE FINISHES WINDOW 500 500 0 1 000 JAC CONCRETE SEALER 1 338 0 05 05/03/2001 04 07 PM JAMES A CUM MINGS INC 3 VILLAGE O, _Y BISCAYNE 03051 (OBM) VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 CONCRETE CURING 312 MOIST CURE SLABS 3 12F CURING COMPOUND AT EXPOSED INT /EXT SLA DEWATERING CONCRETE COLOR ADDITIVE 10 03200 (OBM) CONCRETE REINFORCEMENT NON STRUCTURA EPDXY AND GALV REBAR IS NOT INCLUD&D WELDED WIRE MESH M ATERIAL REBAR MATERIAL WELDED WIRE MESH LABOR REBAR LABOR SUPPORTS ON GRADE 11 03410(SPIL) STRUCTURAL PRECAST PRESTRESSED CONCRE 1 4A DESIGN OF PRECA ST JOISTS & SOFFIT BEAMS 03451 (OBM) ARCHITECTURAL PRECAST CONCRETE 12 04810 (OBM) UNIT MASONRY ASSEMBLIES 1 08 M OCKUP 2 02C PIGMENTED MORTAR 2 08 LINTELS 2 07C GROUT 04720 (OBM ) ARCHITECTURAL CAST STONE NOT INCL SEE ARCH CAST STONE SEAT TOPS (3 EACH X 12 ) 3 02C SEALANTS 13 05500 (SPIL) METAL FABRICATIONS 2 5 GROUT 2 6 CONCRETE FILL 2 8 STEEL VERTICAL LADDERS 2 9 LOOSE BEARING AND LEVELING PLATES 210 LOOSE STEEL LINTELS 211 MISC FRAMING & SUPPORTS 212 MISC STEEL TRIM 2 13 CAST NOSINGS FOR CO NC & M ETAL PAN STAIR 2 14 PIPE BOLLARDS 2 15 STEEL SUPPORTS FOR VANITIES FIRE STATION 0 0 0 0 0 0 0 0 0 2352 3840 6765 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 580 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 400 0 0 0 0 0 0 0 0 143 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 300 0 0 0 0 0 0 0 0 0 12 957 0 0 0 0 0 0 0 0 0 0 29 580 0 0 NOT INCL 0 0 0 0 0 0 0 5 400 0 0 143 000 0 0 0 0 0 0 0 3 300 0 0 INCL INCL INCL J AC INCL IN CONC ONLY AT THE ENTR ANCES INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE PCl/B ONDED INCL STAND ARD PRECAST JOISTS INCL INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE N OT INCL /SUBSTITUTE STUCC O JAC J $150/FT DIXIE/BONDED IN CONCRETE IN CONCRETE INCL INCL INCL INCL INCL INCL INCL INCL TOTAL AREA 25 238 SF 0 0 0 15 455 0 0 0 0 0 0 0 0 0 0 29 580 0 0 0 0 0 0 0 0 0 5 400 0 0 143 000 0 0 0 0 0 0 0 3 300 0 0 0 00 0 00 0 00 061 0 00 0 00 O 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 021 0 00 0 00 5 67 0 00 0 00 0 00 0 00 0 00 0 00 0 00 013 0 00 0 00 05/03/2001 04 07 PM JAM ES A CUMM INGS INC 4 VILLAGE 0 Y BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA D MJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 216 ELEV PIT SUMP GRATING AND FRA ME 3 7TOUCH UP PAINTING & GALVANIZING 05510 (SPIL) METAL STAIRS ( NONE IN FIRE STATION) 21 METAL PAN STAIRS & LANDINGS 2 3S S FASTENERS 3 4 FEILD TOUCH-UP 3 5 CONCRETE FILL 05520 (OBM) HANDRAILS & RAILINGS (EXT - ALUM INT. - ST 2 01 ORNAMENTAL ALUMINUM RAILING SYSTEMS 05700 (OBM ) ORNAMENTAL METAL 2 01 MANUF - ARCHITECTURA L GRILLE 05715 (OBM) PREFABRICATED SPIRAL STAIRS 2 03 ALUM SHOP PAINTED DRWGS (OBM) STAIN STEEL SLIDING POLE DRWGS (OBM) 24" HIGH DUCTILE IRON WHEELGUARDS DRWGS (OBM) ALTERNATING TREAD STEEL STAIR (SHIPS LAD[ CHANGE!!! CHANGE CONC STAIRS TO M ETAL PAN CONC I 14 06100 (OBM ) 06130 (SPIL) 06173 (OBM) 15 06414 (OBM ) ROUGH CARPENTRY SEE WINDOW CARPENTRY(STRUCTURAL M EMBERS ONLY) PLATE CONNECTED WOOD TRUSSES CABINET DRAWER SLIDES & CABINET ACCESSO DORM ROOM M ILLWORK (12 EACH) 16 07130 (OBM) SHEET WATERPROOFING 1 06 WARRANTY in 5 YEARS 07131 (OBM) SHOWER PAN LINER 1 06 WARRANTY = 5 YEARS 3 03 TESTING 07900 (OBM) JOINT SEALERS 1 05 WARRANTY = 5 YEARS 16 07212 (OBM) BOARD AND BATT INSULATION POLY WALL INSULATION BOARD 1" THICK BATT INSULA TION R19-CEIL - 6 1/2 WALLS ■ 3 DRWGS (OBM) R19 CEILING INSUL FO IL BACKED FIRE STATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 703 0 0 4 320 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 O 0 0 0 0 0 0 0 17 371 0 0 0 0 105 936 5 075 28 740 0 0 O 81 358 O 0 0 0 0 12 000 0 0 0 1 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INCL 0 INCL O INCL 0 INCL 0 INCL 0 INCL 0 IN CONCRETE 0 INCL 0 INCL 0 INCL 0 INCL O INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 CH ANGES FROM BUILDTEC & DIXIE 0 33 074 JAC 0 105 936 MARK STEVEN CONSTR 38 135 CUSTOM DESIGN/JAC 0 81 358 "ONTE MPORARY DESIGN C ONCEPTS/BONDED O NIC BY OWNER 0 12 000 METRO 0 INCL 1 000 JAC WAG 0 INCL 0 INCL 0 INCL 0 INCL 0 0 INCL IN DRYWALL O INCL IN DRYWALL O INCL IN DRYWALL 0 INCL IN DRYWALL TOTAL AREA 25 238 SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 703 0 105 936 41 515 0 81 358 0 0 12 000 0 1 000 0 0 0 0 0 0 0 0 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 77 0 00 4 20 1 64 0 00 3 22 0 00 0 00 0 48 0 00 0 04 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 05/03/2001 04 07 PM JAMES A CUMM INGS INC 5 VILLAGE 01 cY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA D MJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOT AL AREA 25 238 SF 0 0 0 0 0 0 00 17 07411 (OBM) GALVALUME ROOF PANELS 0 0 68 000 68 000 MET ROOFING/BONDED 68 000 2 69 1 07 WARRANTY = 20 5 YEARS 0 0 0 0 INCL 0 0 00 2 02 ALUM ZINC ALLOY COATED 26 GA.W/CLE AR ACI 0 0 0 0 INCL 0 0 00 DRWGS (OBM) 24 GA. PREFORMED 1" INTEGR AL STAND SEAM 0 0 0 0 INCL 0 0 00 07620 (OBM) SHEET METAL FLASHING AND TRI M 0 0 0 0 INCL 0 0 00 2 01 STAINLESS STEEL 0 0 0 0 INCL 0 0 00 DRWGS (OBM) S S GUTTERS AND DOWNSPOUTS • 0 0 0 0 INCL 0 0 00 DRWGS (OBM) S S SCUPPERS 0 0 0 0 INCL 0 0 00 07552 (SPIL) SBS M OD BITUMINOUS MEMBRANE ROOFING 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 18 NO SPEC FIRESTOPPING 0 0 1 500 1 500 JAC 1 500 0 06 MECH & ELEC FIRESTOPPING BY DIV 15 & 16 0 0 0 0 IN MECH 8. ELEC 0 0 00 0 0 0 0 0 0 00 19 08111 (OBM ) STANDARD STEEL DOORS 271 2 675 79 794 82 740 FARREY S 84 391 3 34 08112 (OBM) STANDARD STEEL FRAMES 0 0 0 0 INCL 0 0 00 08211 (OBM) FLUSH WOOD DOORS 0 3 720 0 3 720 INCL 5 992 0 24 1 07 WARRANTY os LIFE OF INSTALLA TION 0 0 0 0 INCL 0 0 00 2 02 SOLID CORE WOOD DOORS 0 0 0 0 INCL 0 0 00 2 03 FIRE RATED WOOD DOORS 0 0 0 0 INCL 0 0 00 2 04 CHERRY VENEER W/SLIP MATCHED GRAIN TRAI• 0 0 0 0 INCL 0 0 00 2 05+6 FACTORY FIT MACHINE & FINISH 0 0 0 0 INCL 0 0 00 08710 (OBM) DOOR HARDWARE (POLISHED S S) 0 3 520 0 3 520 INCL 5 670 0 22 21A8 SLIDING POCKET DOOR SETS 0 0 0 0 INCL 0 0 00 21Al2 BIFOLDING DOOR HARDWARE 0 0 0 0 INCL 0 0 00 3 030 CONTINUED SERVICE & WARRANTY (AT 6 MONTI 0 0 0 0 INCL 0 0 00 NO SPEC(OBM) CARD KEY A CCESS SYSTEM 0 0 0 0 NIC BY OWNER 0 0 00 0 0 0 0 0 0 00 20 08305 (SPIL) ACCESS DOORS 0 0 500 500 JAC 500 0 02 08335 (OBM) ROLL UP HURRICA NE SHUTTERS 0 0 62 608 62 608 B&B R OLLING DO OR 62 608 2 48 2 02 ALUMINUM CURTAINS 0 0 0 0 INC! 0 0 00 2 02E MANUAL CRANK 0 0 0 0 INCL 0 0 00 08380 (OBM ) OVERHEAD SECTIONAL DOORS 0 0 0 0 INCL 0 0 00 1 07 WARRANTY • 5 YEARS 0 0 0 0 INCL 0 0 00 2 02ABAKED ENA MEL ON STEEL DOORS ELECTRIC 0 0 0 0 INCL 0 0 00 2 03 GLAZED ALUM DOORS ELECTRIC 0 0 0 0 INCL 0 0 00 2 05H INTERCONNECTION TO SECURITY SYSTEM 0 0 0 0 INCL 0 0 00 2 051 RADIO CONTROLLED ANTENNA DETECTOR 0 0 0 0 INCL 0 0 00 05/03/2001 04 07 PM JAM ES A CUM MINGS INC 6 VILLAGE 01 Y BISCAYNL VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOTAL AREA 25 238 SF 2 05J LOOP DETECTOR & TREADLE 0 0 0 0 INCL 0 0 00 2 05K HAND HELD TRANSMITTER 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 21 08410 (OBM) METAL FRAMED STOREFRONTS 0 0 124 440 124 440 CHEROKEE/BONDED 124 440 4 93 COMPLY W/ MIAMI DADE COUNTY PRODUCT APF 0 0 0 0 INCL 0 0 00 2 02 ALUM FRAMED STOREFRONTS AND DOORS 0 0 0 0 INCL 0 0 00 2 03F EXTERIOR GLASS in SO LEX GREEN 0 0 0 0 INCL 0 0 00 2 03E SEALANTS 0 0 0 0 INCL 0 0 00 2 04 ALUM FINISH CLEAR ANODIZED 0 0 0 0 VER SATIN ANODIZED OR WHITE/BRONZE ESP 0 0 00 2 05 HARDWARE 0 0 0 0 INCL 0 0 00 08520 (OBM ) ALUMINUM WINDOWS 0 0 0 0 INCL 0 0 00 1 04B COMPLY W/ MIAM I DADE COUNTY PRODUCT APF 0 0 0 0 INCL 0 0 00 1 09 WARRANTIES VARIOUS 0 0 0 0 INCL 0 0 00 2 02B EXTERIOR GLASS = SOLEX GREEN 0 0 0 0 INCL 0 0 00 2 02BALUM FINISH CLEAR ANODIZED 0 0 0 0 VER SATIN ANODIZED OR WHITE/BR ONZE ESP 0 0 00 2 03A INSECT SCREENS 0 0 0 0 INCL 0 0 00 3 04 TESTING 0 0 0 0 INCL 0 0 00 08800 (OBM ) GLA ZING 0 0 0 0 INCL 0 0 00 1 07 WARRANTY = 5 YEARS 0 0 0 0 INCL 0 0 00 08620 (OBM ) UNIT SKYLIGHT 0 400 694 1 094 FAULKNER PLASTICS 1 338 0 05 0 0 0 0 0 0 00 0 0 0 0 0 0 00 22 09220 (OBM) PORTLAND CEMENT PLASTER 0 0 387 965 387 965 B&B INTERIORS 387 965 15 37 09260 (OBM) GYPSUM BOARD ASSEMBLIES 0 0 0 0 INCL 0 0 00 CHANGE CAST STONE WAINSCOAT TO STUCCO 0 0 0 0 INCL 0 0 00 CHANGE CAST STONE BANDS TO EIFS W/SIM ST 0 0 0 0 INCL 0 0 00 ADD FOR BUIDLING LETTERS (51 EA) & SIGN BAI 4 300 3 030 0 7 330 JAC (51 LETTERS @ $100/EA BAND © $100/FT) 9 460 0 37 2 03C TILE BACKER CEMENT BOARD 0 0 0 0 INCL 0 0 00 2 03D GYPSUM RO OF BOARD 0 0 0 0 INCL 0 0 00 2 03A+B ACOUSTIC INSULATION & SEALANT 0 0 0 0 INCL 0 0 00 3 02 SHAFT WALL 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 23 09300 (OBM) TILE 0 0 100 980 100 980 CENTURY TILE/BONDED 100 980 4 00 1 06 MOCKUPS 0 0 0 0 INCL 0 0 00 1 09 EXTRA STOCK 0 0 0 0 INCL 0 0 00 2 01A+B PORCELAIN M OSAIC FLOOR & WALL TILE 0 0 0 0 C31 REIGE UNP OL 12X12 P ORCEALTO BY DAL 0 0 00 2 03B+C GROUT LATEX CEMENT & SILICONE RUBBER T 0 0 0 o INCL 0 0 00 2 04AWATERPROOFING MEM BRANE 0 0 0 0 INCL 0 0 00 05/03/2001 04 07 PM JAMES A CUMMINGS INC 7 VILLAGE OI CY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 2 04B CEMENTITIOUS BACKER BOARD 2 04C M ARBLE THRESHOLDS 24 09511 (OBM) SUSPENDED ACOUSTICAL CEILINGS (2 X 2 X 51( ARMSTRONG FINE FISSURED #1821 1 06 EXTRA STOCK 201CNRC055TO065 2 02C GRID 15116" 3 02H HOLD DOWN CLIPS 25 09650 (OBM ) RESILIENT FLOORING 2 01 VCT FLOORING 2 02 RUBBER STAIR TREADS 2 03 RESILIENT BASE 09622 (OBM ) RUBBER RECREATIONAL & ATHLETIC FLOORIN( 2 01 MANUF - PAWLING 09680 (OBM) CARPET MAJOR FLOO R PATCH 26 09900 (OBM) PAINTS AND COATINGS 1 09 EXTRA STOCK 3 05C PAINT EXPOSED PIPES & CONDUITS 27 09446 (OBM) RESINOUS FLOOR SYSTEM 1 11 WARRANTY - 5 YEARS 28 DIV 10 MISC SPECIALTIES 10100 (OBM) VISUAL DISPLAY BOARDS 10160 (OBM) METAL TOILET COMPARTMENTS 1 04 BAKED ENAMEL STEEL COMPARTM ENTS 1 02A FLOOR MOUNTED, UNBRACED 10165 (OBM) PLASTIC LAMINATE TOILET COMPARTMENTS 2 03 FLOOR MOUNTED UNBRACED 10210 (OBM) WALL LOUVERS 2 02 CLEAR ANODIZED FINISH 10350 (OBM ) FLAGPOLES RFI#1 ONE EACH 45 FOOT 10445 (OBM) DOOR AND ROOM SIGNS FIRE STATION 0 0 0 0 0 0 0 0 O 0 0 0 0 0 9 410 9 410 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 31950 31950 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 1 200 1 200 0 2 400 O 0 0 0 0 0 63 422 63 422 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 750 12 750 O 0 0 0 O 0 0 0 O 0 0 0 O 0 1 050 1 050 O 0 0 0 0 0 0 0 O 0 0 0 0 0 2 773 2 773 O 0 0 0 0 1 000 14 800 15 800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 000 6 000 INCL INCL COUSTIC GLOINOT BONDED INCL INCL INCL INCL INCL WILLIAMS INCL N OT INCLUDED INCL INCL INCL INCL JAC R&LIBONDED INCL INCL DIIRAB OND INCL TACKB OARDS ONLY NONE SHOWN/NONE INCL N ONE SHOWN/NONE INCL NONE SHOWN/NONE INCL MULTILINE INCL GC BLDG PROD /JAC INCL NIC BY OWNER INCL ALLOWANCE TOTAL AREA 25 238 SF 0 0 0 9 410 0 0 0 0 0 0 31 950 0 0 0 0 0 0 3 211 0 63 422 0 0 0 12 750 0 0 0 1 050 0 0 0 2 773 0 16 411 0 0 0 6 000 0 00 0 00 0 00 0 37 0 00 0 00 0 00 0 00 0 00 0 00 1 27 0 00 0 00 0 00 0 00 0 00 0 00 013 0 00 251 0 00 0 00 0 00 051 0 00 0 00 0 00 0 04 0 00 0 00 0 00 011 0 00 0 65 0 00 0 00 0 00 0 24 05/03/2001 04 07 PM JAMES A CUMM INGS INC 8 VILLAGE OF 1 (BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJ M ARCHITECT OBM MIAMI INC GMP PRO POSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 10500 (OBM) LOCKERS 1 02 TURNOUT GEAR UNITS 2 02 HIGH PRESSURE LAMINATE 10521 (OBM) FIRE EXTINGUISHERS CABINETS & ACCESSORII 10670 (OBM) STORAGE SHELVING 2 02 VINYL COATED VENTILATED SHELVING 10800 (OBM) TOILET BATH & LAUDRY ACCESSORIES 10991 (SPIL) MISC SPECIALTIES 21 LOUVERED SHUTTERS (ALUM ) 21BALUM FINISH FLUOROPOLYM ER 2 COAT 2 2 GABLE VENTS DRWGS (OBM) S S COUNTER SHELVES BACKSPLASH+ WIRE 1 29 DIV 11 EQUIPMENT NO SPEC(OBM) PROJECTION SCREENS NO SPEC(OBM) VIDEO PROJECTION PRO DUCTS NIC 11450 (OBM) RESIDENTIAL EQUIPM ENT 2 OA ELECTRIC RANGE 2 OB MICRO WAVE 2 01C RANGE HOOD 2 01DSIDE BY SIDE REFRIGERATOR 2 01E CLOTHES WASHER 2 01FCLOTHES DRYER NO SPEC (O BM) HOSE DRYERS NIC NO SPEC (OBM) HOSE WASHERS NIC NO SPEC (OBM) HOSE RACKS & TA BLES NIC OBM LETTER HOSE RACK ALLOWANCE ($4 000) NO SPEC (OBM) TRA SH COMPACTOR NIC NO SPEC (OBM ) MOBILE TABLES AND SEATING SYSTEM S NIC NO SPEC (OBM) BEDS WALLBEDS & SLEEPERS 11457 (OBM) TV ACCESSORIES 2 03 WALL MOUNTED TV SHELF 30 NO SPEC (OBM 1 SHADES 31 14200 (OBM) ELEVATORS FIRE STATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 770 770 0 1 500 1 500 0 0 0 0 9153 9153 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 3 486 3 486 0 0 0 0 5 000 5 000 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 242 2 242 0 0 0 0 0 0 0 0 0 0 0 0 0 109 344 109 344 05/03/2001 04 07 PM JAM ES A CUMMINGS INC NIC BY OWNER INCL INCL TRIANGLE CLOSETMAID INCL ELECHS INCL IN LOUVERS INCL IN LOUVERS INCL IN ROOFING INCL IN MILLWORK ALL SPEC S ALES NOT INCLUDED OWNER ALLOWANCE INCL INCL INCL INCL INCL INCL NIC BY OWNER NIC BY OWNER NIC BY OWNER NIC BY OWNER INCL IN RESIDENTIAL APPLIANCES NIC BY OWNER NIC BY OWNER MULTILINE INCL NIC BY OWNER TOTAL AREA 25 238 SF 0 0 0 770 1 500 0 9 153 0 0 0 0 0 0 0 0 3 486 0 5 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 242 0 0 0 0 OTIS 109 344 0 00 0 00 0 00 0 03 0 06 0 00 0 36 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 014 0 00 0 20 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 09 0 00 0 00 0 00 0 00 4 33 9 VILLAGE Ot _Y BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 WARRANTY - 5 YEARS 14201 (OBM) PASSENGER ELEVATORS 1 07 MAINT SERVICE -12 MONTHS 2 02 HOLELESS HYDRAULIC 2 02 PASSENGER 3000 LBS 125 FP M 32 DIV 15 15010 (OBM) 15191 (SPIL) 01650 (OBM) NO SPEC 33 DIV 16 NO SPEC MECHANICAL COORDINATION DRAWINGS FUEL OIL PIPING TESTING AND BALANCING BY GC/ BY MECH 11111 HVAC PLUMBING FIRE PROTECTION 1 ELECTRICAL LIGHTNING PROTECTION SYSTEM FIRE ALARM FIRST IN FIRE STATION CONTROL SYSTEM S FIRE STATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SUBTOTAL CHECK SUBTOTAL SALES TAX 6 5% LABOR BURDEN SUBTOTAL OWNER S PROTECTIVE LIABILITY INSURANCE BUILDER S RISK INSURANCE PERM ITS PERFORMANCE BO ND 28 646 0 0 0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 130 950 130 950 0 125 950 125 950 0 58100 58100 0 0 0 0 341 076 341 076 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 0_ _ 0 42 993 3 297 397 3 369 036 3 369 036 1 862 26 256 3 397 153 05/03/2001 04 07 PM JAMES A CUM MINGS INC 0 88 000 35 000 42 000 INCL INCL INCL INCL INCL INCL BY MECH THER MAUCOLTEC/BONDED ROGERS/BONDED FRANCIS/BONDED FISK ELECTRIC INCL NIC BY OWNER OWNER ALLOWANCE TOTAL AREA 25 238 SF 0 0 0 0 0 0 0 0 0 0 130 950 125 950 58 100 0 341 076 0 0 0 0 0 0 0 0 0 3 397 153 3 397 153 0 88 000 35 000 42 000 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 519 4 99 2 30 0 00 13 51 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 134 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 134 60 0 00 0 00 3 49 1 39 1 68 10 VILLAGE 01 CY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOTAL AREA 25 238 SF 0 00 SUBTOTAL 3 562 153 3 562 153 141 14 0 00 DESIGN PHASE FEE NOT INCL N OT INCL 0 00 CONSTRUCTION PHASE FEE 209 557 209 557 8 30 0 00 SUBTOTAL 3 771 710 3 771 710 149 45 • 0 00 CONSTRUCTION CONTINGENCY 75 000 75 000 2 97 0 00 SUBTOTAL 3 846 710 3 846 710 152 42 0 00 OVERHEAD & PROFIT 173 102 173 102 8 86 0 00 TOTAL 4 019 812 4 019 812 159 28 0 00 O WNER SALES TAX SAVINGS PROGRAM (60 297) (60 297) (2 39) 0 00 SUBTOTAL 3 959 515 3 959 515 156 89 0 00 OWNER S CONTINGENCY 108 851 108 851 4 65 0 00 TOTAL GUARA NTEED M AXIMUM PRICE INCLUDING CONTINGENCY 4 068 366 4 068 366 161 20 BUDGET UNIT PRICE • $155 + 4% CONTINGENCY as $161 20/SF 05/03/2001 04 07 PM JAM ES A CUMMINGS INC 11 1 VILLAGE Of KEY BISCAYNE GENERAL CONDITIONS rLORIDA DEPARTMENT or MANAGE MENT SERVICES VILLAGE or KEY BISCAYNE PROJEC t it VKB 90069000 FIRE STATION, ADMINISTRATION & P OLICE STATION DATE M ARCH 27, 2001 REVISED APRII 9 2001 DESCRIPTION QUANTITY UNITS U 1' MATERIAL U P LABOR U P SUB PRT&I TOTAL LAYOUT 20 WKS 50 1 000 700 14,000 0 8 550 23 550 SURVEYS 1 LS 0 0 0 0 56 300 0 56 300 TEMP BUILDING 12 MOS 400 4,800 0 500 2 500 305 8 105 ARCH TEMP OFrICE NO f REQ MOS 400 0 0 0 0 0 0 TEMP rENCING BY OWNER LS 0 0 0 0 0 0 0 0 TEMP COVERED WALKWAYS NO T REQ LF 0 0 0 0 30 0 0 0 TEMP ROADS IN SITE LS 0 0 0 0 5 000 0 0 0 HOUSING RENTAL 0 0 0 0 0 0 0 0 MOVING EXPENSES 0 0 0 0 0 0 0 0 PER DIEM EXPENSES 0 0 0 0 0 0 0 0 TELEPHONE CHARGES SEE C P FEE 0 0 0 0 0 0 0 POWER CO CHARGES 12 MO S 450 5 400 0 0 0 0 5 400 DROPS 2 LS 0 0 0 0 3 000 6 000 0 6 000 NATURAL GAS CHARGES 0 0 0 0 0 0 0 0 UTIL COSTS TEST 5 MOS 10000 50 000 0 0 0 0 50 000 TEM P ELECTRICAL 0 MOS 0 0 0 0 0 0 0 TEMP PLUMBING 90 EACH 65 5 850 0 0 3 000 0 8 850 DRINK WATER&ICE 52 WKS 100 5 200 0 0 0 0 5 200 TRANSPORT & FUEL SEE C P FEE 0 0 0 0 0 0 0 BARRICADES SLABS 2 LS 1000 2 000 0 0 0 0 2 000 BARRICADES MISC 2 LS 500 1 000 0 0 0 0 1 000 I3ARR STREET & PED 2 LS 1000 2 000 0 0 0 0 2 000 TEMP LADD & STAIR 0 0 0 0 0 0 0 0 PROGRESS PHOTOS 12 M OS 200 2 400 0 0 0 0 2 400 OFrICE SUPPLIES SEE C P FEE 0 0 0 0 0 0 0 AS BUILT DRAWINGS 1 LS 0 0 0 0 5 000 0 5 000 EXTRA DRAWINGS 1 LS 0 0 0 0 15 000 0 15 000 COMPUTERS PRINTER & SOrTWARE 1 LS 0 0 0 0 6 000 0 6,000 FINAL CLEANING BUILDING 64 000 SF 0 0 0 0 0 15 9 600 0 9 600 DAILY CLEAN UP 52 WKS 50 2 600 900 46 800 0 28 581 77 981 TRASH REM DUMPST 200 1 OADS 0 0 0 0 300 60 000 0 60 000 SUM TOTAL 23 615 56 300 8 417 0 0 0 0 0 0 0 0 5 751 6 000 0 53 250 0 9,230 5 538 0 2 130 1,065 2,130 0 2,556 0 5 000 15,000 6 000 9 600 78 150 60 000 )5/02/2001 03 59 PM JAM ES A CUMM INGS INC 1 1 i 1 3 3 1 VILLAGE or KEY BISCAYNE GrNCRAL CONDITIONS rLORIDA DCPAR1 MENT or MANA GEMCN1 Sf RVICLS VILLAGE or KEY BISCAYNE PROJECT # VKB 98069000 FIRE STATION, ADMINISTRATION & POLICE STATION DATE MARCI 127 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MATERIAL U P LABOR U P SUB PRT&I TOTAL 1 RASH CHU1 ES NO1 REQ MOS 750 0 325 0 0 0 0 FIRE PROTECTION 2 LS 500 1 000 0 0 0 0 1,000 TEMP WATER PROT 0 0 0 0 0 0 0 0 HURRICANE PROTECT 0 0 0 0 0 0 0 0 TEMP HEAT & CO OL 0 0 0 0 0 0 0 0 WATCHMAN SERVICES NOT REQ WKS 0 0 0 0 1 230 0 0 0 BUILDERS RISK INS IN MAIN LS 0 0 0 0 0 0 0 GENERAL LIABILITY INSURANCE 0 0 0 0 0 0 0 0 BREAKAGE WINDOW 0 0 0 0 0 0 0 0 DAMAGE MATERIALS 0 0 0 0 0 0 0 0 STOLEN MATERIALS 0 0 0 0 0 0 0 0 O SHA FINES 0 0 0 0 0 0 0 0 ENVIRON CONTROLS 0 0 0 0 0 0 0 0 PROJECT MANAGER SEE C P FEE 0 0 0 0 0 0 0 ASST ENGINEER SEE C P FEE 0 0 0 0 0 0 0 GENERAL SUPER SEE C P FEE 0 0 0 0 0 0 0 ASS'T SUPERINT SEE C P FEE 0 0 0 0 0 0 0 FIELD ENGINEER SEE C P FEE 0 0 0 0 0 0 0 COST ACCOUNTANT SEE C P FEE 0 0 0 0 0 0 0 TIMEKEEPER SEE C P FEE 0 0 0 0 0 0 0 SECRETARY SEE C P FEE 0 0 0 0 0 0 0 MESSENGERS 0 0 0 0 0 0 0 0 MATERIAL HOISTS 0 0 0 0 0 0 0 0 RENTAL 0 MOS 0 0 0 0 0 0 0 ERECT & DISMANTLE 0 LS 0 0 0 0 0 0 0 I"REIGIIT 0 LS 0 0 0 0 0 0 0 t'UEL & OIL 0 WKS 0 0 0 0 0 0 0 PLATFORM & GATES 0 LS 0 0 0 0 0 0 0 IOIST OPERATORS 0 WKS 0 0 0 0 0 0 0 PERMANENT t'LCVAIORS MOS 0 0 0 0 400 0 0 0 TEM P MAINT COSTS 0 0 0 0 0 0 0 0 OPERATORS 0 0 0 0 0 0 0 0 PROTECT ELEV CABS 3 LS 500 1 500 500 1 500 0 91G 3 916 TRUCK CRANE RENT 60 I IRS 0 0 0 0 05 6 600 0 6 800 ?RUCK CRANE OPCR 0 0 0 0 0 0 0 0 MUCK CRANE rUCL 0 0 0 0 0 0 0 0 SU M TOTAL 0 1 065 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 014 6 800 0 0 )91071/001 03 59 PM JAMES A CUMMINGS INC 2 VILLAGE OF KEY BISCAYNE GENERAL CONDITI ONS FLORIDA DEPARTMENT or MANAGEMENT SERVICES VILLAGE or KEY BISCAYNE PROJECT # VKB 98069000 FIRE STATION, ADMINISTRATION & POLICE STATION DATE MARCH 27, 2001, REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MATERIAL U P LABOR U P SUB PRT&I T OTAL TOWER CRANE RENT 0 0 0 0 0 0 0 0 TOWER CRANE ERECT 0 0 0 0 0 0 0 0 TOWER CRANE DISMNTL 0 0 0 0 0 0 0 0 TOWER CRANE OPER 0 0 0 0 0 0 0 0 FOUNDATION PAD 0 0 0 0 0 0 0 0 ENGINEER STRUCT 0 0 0 0 0 0 0 0 JUMP CRANE ' 0 0 0 0 0 0 0 0 POWER & CABLE EXP 0 0 0 0 0 0 0 0 SHORING & RESHORE 0 0 0 0 0 0 0 0 SPECIAL CRANES SEE FRWK 0 0 0 0 0 0 0 CONCRETE PUM P SEC CONC 0 0 0 0 0 0 0 PERSONNEL HOISTS 0 0 0 0 0 0 0 0 COMPRESSORS 0 0 0 0 0 0 0 0 GENERATORS 0 0 0 0 0 0 0 0 DEWALT SAWS 0 0 0 0 0 0 0 0 VIBRATORS 0 0 0 0 0 0 0 0 CEMENT FIN M ACH 0 0 0 0 0 0 0 0 TRANSITS 1 LS 1500 1,500 0 0 0 0 1,500 SKILL SAW & DRILL 0 0 0 0 0 0 0 0 MISC SMALL TOOLS 2 LS 5000 10 000 0 0 0 0 10 000 EQUIPMENT REPAIRS 0 0 0 0 0 t 0 0 0 DUMP TRUCKS 0 0 0 0 0 0 0 0 PICKUP TRUCKS SEE C P FEE 0 0 0 0 0 0 0 AUTOMOBILE EXPENSE SEE C P FEE 0 0 0 0 0 0 0 RADIOS 1 LS 3000 3 000 0 0 0 0 3 000 SUBTOTAL 99 250 62 800 170 200 38 352 370 602 CHECK TOTAL SALES TAX TOTAL 35/02/2001 03 59 PM 370 602 6 451 377 053 SUM TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,598 0 10,650 0 0 0 0 3 195 377,053 JAMES A CUMM INGS INC 3 VII I AGE O► 4_Y BISCAYNE CONSTRUCTION PHASE rEc (ALL O11ICR GENERAL CONDITIONS AND REQUIREMENTS TO BE CONSIDERED AS COST REIMBURSIBLES ) DESCRIPTION QUANTITY UNITS U P MATERIAL U P LABOR OPERATIONS MANAGER PROJECT MANAGER PROJE CT_ENGINEER_ GENERAL SUPER _ GENERAL SUPER SECRETARY JOBSITE VP ESTIMATING __- _ _ - CHIEi' ESTIMATOR _ SENIOR ESTIMATOR SECRETARY MAIN OFFICE MK _ CHIEF FINANCIAL OFFICER MAIN OFFICE ACCOUNTANT MAIN OI'F_ICE _�_ __ PAYROLL MAIN OFFICE TELEPHONE CHARGES TRANSPORTATION _& FUEL OFFICE SUPPLIES PICKUP TRUCKS _ AUTOMOBILE EXPENSE _ SUBTOTAL CHECK TO TAL _ SALES TAX TOTAL 8 52 52 ___.52 - 35 52 4 - 4 _ 4 4 4 - -y 4 12 12 12 21 12 WKS WKS - WKS WKS _ WKS _ WKS WKS WKS ~WKS WKS WKS WKS WKS --MOS -- MOS JMOS MMOS mos 0 0 0 0 0 0 0 0 0 o 0 0 o _— _600 _ 600 700 700 700 0 0 0 0 0 0 0 0 0 0 0 0 _ 7 200 7,200 _ 8 406 14 700 _ 8 400 45 900 3 000 1,500 900 1 500 1,250 500 3 000 1 250 1,100 550 -1 1500 550 _ 550 0 0 _0 0 0 „_ 24 000 78 000 46 800 78 000 43 750 _ _ 26 000 12 000 5 000 _4 400 2,200_ ______ 6 000 _2,200 2 200 0 0 0 0 0 330 550 • SUB PRT&I TOTAL _ _ _ _ 0 0 10 555 34 304_ 20 583 34 304 __ 19 241 _ 11 435 5 276 2 199 1 935 _ _ 34 555 112 304_ __ 0 �v �0 _ 0 0 _ + 0 0 0 __ 67,383 _ 112 304 _ 62 991 - _ 37,435 ` 17,278 _ _ 7 199 6,335 0 __J y ___ 0 0 v 968 __- _+ 2 639 968 3,168 _+ _MS,G39 3,168 _ _ _ 0 0 968 3,168 0 7,200 0 0 7,200 0 0 8 400 0 ____ 0 14 700 _ + 0 0 8 400 0 145 376 521 826 _ 521 826 _ r _y 2 066 � _ 523 892 05/02/2001 04 01 PM JAMES A CUMMINGS INC 1 i Village of Key Biscayne Administration and Police Building List of Documents May 2, 2001 ARCHITECTURAL DRAWINGS AO 1 00 Index of Drawings AO 2 00 Abbreviations Symbols Al 1 00 Site Plan Al 3 10 Life Safety Plan First Floor A2 3 20 Life Safety Plan Second Floor A2 2 11 First Floor Plan A2 2 21 Second Floor Plan A2 2 31 Roof Plan A2 3 11 First Floor Reflected Ceiling Plan A2 3 21 Second Floor Reflected Ceiling Plan A2 4 11 Interior Finish Plan First Floor Plan A2 4 21 Intenor Finish Plan Second Floor Plan A3 1 01 Enlarged Toilet Plans A3 1 02 Interior Toilet Elevations A3 2 01 Enlarged Stair Plans and Sections A3 2 02 Enlarged Stair Plans and Sections A3 3 01 Enlarged Elevator Plans and Sections A3 4 01 Stair Details A4 1 01 Elevations A4 1 02 East Elevation A4 1 03 West Elevation A4 2 01 Building Sections A4 3 01 Enlarged Elevations and Details A4 3 02 Enlarged Elevations and Details A4 4 01 Wall Sections A4 4 02 Wall Sections A4 4 03 Wall Sections A4 4 04 Wall Sections A4 4 05 Wall Sections A5 2 01 Misc Details Extenor A5 2 02 Misc Details Extenor A5 2 03 Misc Details Intenor A5 3 01 Millwork Elevations First Floor A5 3 02 Millwork Elevations Second Floor A5 4 01 Millwork Sections A5 4 02 Millwork Sections A6 1 01 Wall Assembly Types A6 2 01 Door Schedule A6 3 01 Opening Details A6 3 02 Door Details A6 4 01 Extenor/Intenor Opening Schedule CIVIL DRAWINGS C 1 1 01 Demolition Plan C2 1 01 Site Plan C3 1 01 Grading and Drainage Plan 04 1 01 Site Utilities Plan C4 1 02 Sanitary Sewer Profile C4 1 03 Notes C6 1 01 Details 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 ELECTRICAL DRAWINGS EO 1 01 Symbol Legend and Fixture Schedule El 1 00 El 2 00 E2 2 11 E2221 E2 3 11 E2 3 21 E2 3 32 E2 4 11 E2 4 21 E3 1 01 E4 1 01 E4 1 02 E4 1 03 E5 1 01 E5 1 02 E5 2 01 E5 2 02 Electncal Site Plan Photometric Electrical Site Plan First Floor Lighting Plan Second Floor Lighting Plan First Floor Power Plan Second Floor Power Plan Roof Plan Lighting Protection First Floor System Plan Second Floor System Plan Enlarged Electrical Rooms and Elevations Power and Telephone Riser Diagram Fire Alarm Riser Diagram Fire Alarm Calculations and Details Panel Schedule Panel Schedule Detail Detail FIRE PROTECTION DRAWINGS FPO 0 01 FP1 1 00 FP2 2 11 FP2 2 21 FP5 0 01 Symbols and General Notes Fire Protection Site Plan Fire Protection First Floor Fire Protection Plan Second Floor Fire Protection Plan Schedules and Details Fire Protection MECHANICAL DRAWINGS MO 0 01 Legend, Schedules and Sequence of Operation M2 2 11 First Floor Plan HVAC M2 2 21 Second Floor Plan HVAC M2 2 31 Roof Plan HVAC M4 0 01 Riser Diagram HVAC M5 0 01 Details HVAC PLUMBING DRAWINGS PO 0 01 Abbreviations Legend Symbols Schedule and General Notes P2 2 11 First Floor Plan Plumbing P2 2 21 Second Floor Plan Plumbing P2 2 31 Roof Plan Plumbing P4 0 10 Cold and Hot Water Isometric P4 0 11 Sanitary Isometric P5 0 01 Details Plumbmg STRUCTURAL DRAWINGS SO 1 00 Symbols, Abbreviations and General Notes 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 52210 S2 2 11 S2221 S2 2 22 S2231 S2 2 32 S2 2 33 S4000 S4 1 00 S5 1 01 S5 1 02 S5 1 03 Foundation Plan First Floor Framing Plan Second Floor Framing Plan Second Floor Slab Remforcmg Plan Concrete Roof Framing Plan Concrete Roof Slab Reinforcing Truss Roof Framing Plan Schedules Section and Details Beam Schedule and Details Sections and Details Sections and Details Sections and Details PROJECT SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work 01027 Applications for Payment 01035 Modification Procedures 01040 Coordination 01050 Field Engmeenng 01210 Cash Allowances 01310 Project Management and Coordination 01320 Construction Progress Documentation 01330 Submittal Procedures 01400 Quality Control 01500 Construction Facilities and Temporary Controls 01600 Matenals and Equipment 01631 Substitutions 01700 Contract Closeout DIVISION 2 SITE CONSTRUCTION 02050 Demolition Removals and Relocation 02220 Earthwork 02222 Excavating, Backfillmg and Compacting for Utilities 02282 Termite Control 02511 Asphaltic Concrete Paving 02513 Portland Cement Concrete Pavmg 02514 Concrete Sidewalks Curbs and Wheel Stops 02517 Solid Interlocking Concrete Pavers 02580 Pavement Marking 02660 Water Distribution 02720 Storm Drainage System 02731 Sanitary Sewer System 02822 Metal Gates 02935 Sodding DIVISION 3 - CONCRETE 03300 Cast in Place Concrete 03410 Structural Precast Prestressed Concrete Joists 03451 Architectural Precast Concrete Units DIVISION 4 - MASONRY 04810 Concrete Umt Masonry Assemblies 04811 Remforced Umt Masonry 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 DIVISION 5 - METALS 05120 Structural Steel 05500 Metal Fabrications 05510 Metal Stairs 05521 Pipe and Tube Railings DIVISION 6 - WOOD AND PLASTICS 06100 Rough Carpentry 06130 Carpentry (Structural Members Only) 06176 Metal Plate Connected Wood Trusses 06401 Exterior Architectural Woodwork 06402 Intenor Architectural Woodwork DIVISION 7 THERMAL AND MOISTURE PROTECTION 07113 Modified Bituminous Sheet Membrane Waterproofing 07140 Fluid Applied Waterproofing 07190 Water Repellents 07210 Building Insulation 07260 Vapor Retarders 07411 Manufactured Roof Panels 07552 SBS Modified Bituminous Membrane Roofing 07600 Sheet Metal Flashing 07721 Prefabricated Roof Curbs 07722 Roof Hatches 07815 Intumescent Mastic Fireproofing 07840 Firestopping 07900 Joint Sealants DIVISION 8 - DOORS AND WINDOWS 08110 Steel Doors and Frames 08125 Intenor Aluminum Door Frames and Storefront Frames 08211 Flush Wood Doors 08305 Access Doors 08331 Overhead Coilmg Doors 08334 Overhead Coiling Gnlles 08410 Aluminum Entrances 08520 Aluminum Windows 08665 Pass Windows 08710 Door Hardware 08800 Glazing 08814 Mirrored Glass DIVISION 9 - FINISHES 09205 Metal Furring and Lathmg 09220 Portland Cement Plaster and Stucco 09260 Gypsum Board Assemblies 09265 Gypsum Board Shaft Wall Assemblies 09310 Ceramic Tile 09385 Dimension Stone Tile 09511 Acoustical Panel Ceilings 09653 Resilient Wall Basse and Accessones 09665 Aerobic Tile Flooring 09680 Carpet 09720 Wall Coverings 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 09900 Pamtmg 09965 Antimicrobial Coating System DIVISION 10 - SPECIALTIES 10155 Toilet Compartments 10212 Stationary Metal Wall Louvers 10350 Flagpoles 10400 Exterior and Interior Signage (Allowance) 10425 Signs 10505 Metal Lockers and Benches 10651 Operable Panel Partitions 10750 Telephone Specialties 10801 Toilet and Shower Accessories 10991 Miscellaneous Specialties DIVISION 11 - EQUIPMENT 11132 Projection Screens 11190 Detention Equipment DIVISION 12 FURNISHINGS 12520 Shades DIVISION 13 - SPECIAL CONSTRUCTION 13100 Lightning Protection 13851 Fire Alarm 13915 Fire Suppression Piping DIVISION 14 - CONVEYING SYSTEMS 14240 Hydraulic Elevator 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 DIVISION 15 - MECHANICAL 15050 Basic Mechanical Materials and Methods 01/26/01 15056 Motor Starters 01/26/01 15060 Hangers and Supports 01/26/01 15081 Duct Insulation 01/26/01 15083 Pipe Insulation 01/26/01 15110 Valves 01/26/01 15140 Domestic Water Pipmg 01/26/01 15150 Sanitary Waste and Vent Piping 01/26/01 15160 Storm Drainage Piping 01/26/01 15191 Fuel Oil Piping 01/26/01 15241 Mechanical Vibration Controls 01/26/01 15410 Plumbing Fixtures 01/26/01 15430 Plumbing Specialties 01/26/01 15485 Domestic Water Heaters 01/26/01 15530 Refrigerant Piping 01/26/01 15671 Condensing Units 01/26/01 15725 Modular Indoor Air Handling Units 01/26/01 15815 Metal Ducts 01/26/01 15820 Duc Accessories 01/26/01 15838 Power Ventilators 01/26/01 15845 Air Terminals 01/26/01 15855 Diffusers, Registers and Gnlles 01/26/01 5861 Air Filters 01/26/01 15990 Testing, Adjustmg and Balancing 01/26/01 DIVISION 16050 10655 16060 16120 16130 16140 16231 16410 16415 16442 16461 16491 16511 16521 16610 16 - ELECTRICAL Basic Electrical Matenals and Methods Overcurrent Protective Device Coordination Grounding and Bonding Conductors and Cables Raceways and Boxes Winng Devices Packaged Engine Generators Enclosed Switches and Circuit Breakers Transfer Switches Panelboards Dry -Type Transformers (1000 V and Less) Fuses Interior Lighting Etenor Lighting Transient Voltage Surge Suppression OTHER DOCUMENTS Response to Request for Information #1 Geotechnical Report 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 02/15/01 11/06/00 Village of Key Biscayne Fire Station List of Documents May 2, 2001 ARCHITECTURAL DRAWINGS A102 Ground Floor Plan A103 First Floor Plan A104 A105 A106 A107 A108 A109 A111 A112 A113 A201 A202 A203 A204 A301 A302 A303 A304 A305 A306 A307 A309 A310 A311 A401 A402 A403 A404 A405 A406 A501 A502 A502 1 A503 A504 A505 A506 A507 A508 A509 A510 A511 A512 A513 A514 A515 A516 A517 k518 A601 A602 A603 A604 A605 A606 Second Level Floor Plan Attic Level Floor Plan Reflected Ceiling Ground Level Reflected Ceiling First Level Second Level Reflected Ceiling Plan Reflected Ceiling Plan Attic & Tower Level Roof Plan Data Plan Ground and First Level Data Plan Second Level Building Elevations Building Elevations Building Elevations Generator Room Building Sections Building Sections Wall Sections Wall Sections Wall Sections Stair Sections Stair Sections Building Sections Wall and Stair Sections Generator Room Enlarged Area Floor Plans Enlarged Area Floor Plans Enlarged Area Floor Plans Enlarged Area Floor Plans Tower -Enlarged Plans and Sections Enlarged Area Floor Plans Details Details Details Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Schedules Door Schedule Schedules Door Elevations Window Elevations Door Details 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 A607 A701 A702 Door Detailb Interior Elevations Interior Elevations CIVIL DRAWINGS SP 1 Site Plan CS 1 CS 2 C1 C2 C-3 C4 C5 Cover Sheet Site Plan Drawing Conventions Site Plan Grading and Drainage Plan Site Utilities Notes Details ELECTRICAL DRAWINGS E 1 Electrical Legend and AbbreN cations E 10 Electncal/Fire Alarm Riser E-2 Ground Level Plan Power E 3 Ground Level Plan - Lighting E-4 Ground Level Plan Power E 5 First Level Plan - Lighting E 6 Second Level Plan Power E 7 Second Level Plan Lighting E-8 Attic Level - Power Lighting E-9 Panelboard Schedule MECHANICAL DRAWINGS M 1 Ground Level Plan M 2 First Level Plan M 3 Second Level Plan M-4 Attic Level M-5 Details M-6 Ground and First Floor Plan PLUMBING DRAWINGS P-1 Ground Level Plan P-2 First Level Plan P 3 Second Level Plan P-4 Attic Level P 5 Roof Plan P 6 Sanitary Riser Diagram P 7 Water Riser Diagram P-8 Details STRUCTURAL DRAWINGS S-1 Ground and First Floor Plan S-10 Sections and Details S-11 Notes and Details S-2 Ground and First Floor Plan S-3 Second Level Floor Plan S-4 Attic and Roof Framing Plan S-5 Sections and Details S-6 Sections S-7 Sections S-8 Sections and Details S-9 Sections 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 03/08/01 03/08/01 03/08/01 03/08/01 03/08/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 03/12/01 02/10/01 02/10/01 02/10/01 02/10/01 03/12/01 02/10/01 03/12/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 PROJECT SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01100 Summary 01200 Pnce and Payment Procedures 01300 01400 01510 01600 01700 Administration Requirements Quality Requirements Temporary Utilities Product Requirements Execution Requirements DIVISION 2 SITE CONSTRUCTION 02310 Grading 02315 Excavation 02316 Fill and Backfill 02361 Soil Treatment for Termite Control 02620 Subdrainage 02741 Bituminous Concrete Paving 02751 Portland Cement Concrete Pav ing 02781 Brick Pavers 02825 Cantilever Slide Gate 02923 Sodding DIVISION 3 - CONCRETE 03051 03300 03451 Concrete Color Additive Cast in Place Concrete Architectural Precast Concrete DIVISION 4 - MASONRY 04720 Architectural Cast Stone 04810 Unit Masonry Assemblies DIVISION 5 - METALS 05520 Handrails and Railings 05700 Ornamental Metal 05715 Prefabricated Spiral Stairs DIVISION 6 - WOOD AND PLASTICS 06100 Rough Carpentry 06173 Plate Connected Wood Trusses 06414 Cabinet Drawer Slides and Cabinet Accessories DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07130 Sheet Waterproofing 07131 Shower Pan Lmer 07212 07411 07620 07900 Board and Batt Insulation Galvalume(r) Roof Panels Sheet Metal Flashing and Trim Joint Sealers DIVISION 8 - DOORS AND WINDOWS 08111 Standard Steel Doors 08112 Standard Steel Frames 08211 08335 08360 '8410 08520 08620 08710 08800 Flush Wood Doors Coiling Security Shutters Overhead Doors Metal Framed Storefronts Aluminum Wmdows Unit Skyhghts Door Hardware Glazing 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 DIVISION 9 - FINISHES 09200 Portland Cement Plaster 09260 Gypsum Board Assemblies 09300 Tile 09446 Resinous Floor System 09511 Suspended Acoustical Ceilings 09622 Rubber Recreational and Athletic Floonng 09650 Resilient Flooring 09680 Carpet 09900 Paints and Coatings DIVISION 10 - SPECIALTIES 10100 Visual Display Boards 10160 Metal Toilet Compartments 10165 Plastic Laminate Toilet Compartments 10210 Wall Louvers 10350 Flagpoles 10445 Door and Room Signs 10500 Lockers 10521 Fire Extinguishers 10670 Storage Shelving 10800 Toilet, Bath and Laundry Accessories DIVISION 11 - EQUIPMENT 11450 Residential Equipment 11457 TV Accessories DIVISION 14 CONVEYING SYSTEMS 14200 Elevators 14201 Passenger Elevators DIVISION 15 - MECHANICAL 15010 Mechanical General Provisions 15145 Plumbing Piping 15146 Plumbing Specialties 15200 Plumbing 15415 Restroom Plumbing Fixtures 15430 Plumbing Equipment 15800 Air Conditionmg and Ventilation DIVISION 16 - ELECTRICAL 16050 16500 16600 16620 16721 16800 Basic Materials and Methods Lighting Fixtures Lightning Protection Emergency Generator Set Fire Alarm System Telephone System OTHER DOCUMENTS Response to Request for Information #1 Response to Request for Information #2 Response to Request for Information #3 Response to Request for Information #4 Response to Request for Information #5 Response to Request for Information #7 Response to Request for Information #8 Response to Request for Information #9 Response to Request for Information #10 Geotechnical Report Addendum #1 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 03/15/01 03/15/01 03/15/01 03/16/01 03/16/01 03/20/01 03/20/01 04/25/01 04/25/01 11/07/00 04/23/01 A A Acuity ID Hctivliy Description FIRE STATION - 18,000 SF 1075 PERMITTING 1060 ESTABLISH GMP 1035 OWNER APPROVE 100% CONST DOCS vrig Dur cariy Start cariy Finish 70 18DECOOA 16MAY01 5 03MAY01 09MAY01 10 03MAY01 1030 100% CONSTRUCTION DOCUMENTS' 0 1040 100% CONST DOC ESTIMATE 22 1100 CONSTRUCTION OF NEW FIRE STATION 1110 SUBSTANTIAL COMPLETION 1120 PUNCH LIST ADMINISTRATION & POLICE - 23,000 SF 2030 100% CONSTRUCTION DOCUMENTS 2075 PERMITTING 2060 ESTABLISH GMP 2035 OWNER APPROVE 100% CONST DOCS 2040 100% CONST DOC ESTIMATE 2100 CONSTRUCTION OF NEW ADMIN & POLICE STATION 2900 RELOCATE OFFICES & DEMO EXISTING 155 1 22 44 10 5 17MAY01 16MAY01 19DECO1 20DECO1 20DECO1 21 DEC01 03MAY01 03MAY01 10MAY01 10 10MAY01 22 217 22 21 JANO2 09MAY01 16MAY01 16MAY01 23MAY01 17MAY01 15M AR02 20DECO1 18JANO2 E; t I D JIF M A MIJ J IA,S1OIN1DLJ F M AVv 1 1 LL LL 1 1 l 41 4L>- L-1-11 ,1 1 1_L rI 1 1 HEL L I 11 L1 J 1_11-.1_1 1 L J_ L11 L11111_1 1 L1 1 41 1 1 11 1 RELOCATE 0 PERMITTING ESTABLISH GMP OWNER APPROVE 100% CONST DOGS 1*0% CONSTRUCTION DOCUMENTS 100% CONST DOC ESTIMATE 111 1111 111 1 .ilfarAlliffiallrCONSTRUCTIN OF NE *SUBSTANTIAL COMPLET PUNCH LIST 100% CONSTRUCTION DOCUMENTS PERMITTING ESTABLISH GMP OWNER APPROVE 100% CONST, DOCS1 100% CONST DOC ESTIMATE iiiiii••••••••0 FICES & DEMO EXISTING 1 -r- CONST UCTI Project Start Pro tect Fin is h Date Date Run Date 01 MAY01 00MAY02 03MAY01 03M AY01 0 PAmaysra Systems, Inc Early Bar ANIMMIIIIMillWr Progress Bar Critical Act! Ity KB50 JAMES A CUM MINGS, INC VILLAGE OF KEY BISCAYNE CIVIC CENTER FIRE & ADMIN/POLICE BLDGS SCHEDULE Sheet 1 of 2 Cummmcis Pilj Activity Activity ID Description 2110 SUBSTANTIAL COMPLETION 2120 PUNCHLIST SITE, UTILITIES & STREETS 2104 SITE, UTILITIES & STREETS DESIGN @FIRE & ADMIN 2106 PERMITTING 2108 SITE, UTILITIES & STREETS WORK 0 FIRE & ADMIN Ong Early Early Dur Start Finish 1 18MAR02 18MAR02 22 19MAR02 17APRO2 66 11 DEC00A 66 150 19JUNO1 18JUNO1 18SEPO1 100CT01 07MAY02 FINAL COMPLETION FIRE/ADMIN/POLICE BLDGS . 9999 FINAL COMPLETION 1 —7 , `�.t. !EC .'D JIFJMJA 08MAY02 08MAY02 J 11,1 1 1 1 1_1 2001 M1JIJ A SIOIN;DIJIFIM A M LLL11 L1 1 J_L I.1 IJ A sc 111111 1J�1 I J 111 X1111,11 LL1 1111I11 11111 .1111111111 SUBSTANTIAL COMPLETIO r 1 PUNCH IST SITE, UTILITIES & STREEtS DESIGN 4@FIRE 1111111111.PERMITTING SITE FINAL CO MPLETION, & ADMIN UTILITIES &* Project Start 01MAY01 Project Finish OM AY02 Dab Dab O3MAY01 Run Deb 03MAY01 EaAy Bar AMMINWAIMIAar Progress Bar AINMEMMIIIINNIF Crklcal Activhy KB50 Sheet2 of2 JAMES A CUMMINGS, INC VILLAGE OF KEY BISCAYNE CIVIC CENTER FIRE & ADM IN/POLICE BLDGS SCHEDULE Cummings O PliMOVIlftl Systems, Inc Qualifications and Clarifications Where conflicts may exist between these Qualifications and Clarifications and the listed Contract Drawings, Specifications and Architect's letters of direction, these Qualifications and Clarifications shall govern 1 The Owner Allowances are sums of money established for a particular item of work which scope and description are not sufficiently defined to allow for pricing by Cummings These Allowances are inclusive of all labor (unless otherwise indicated), payroll taxes and insurance, material, sales and use tax, equipment, services, general requirements, insurance, bond and fee The following items of work are included as Owner Allowances Owner Allowances A Permits B Landscaping, Imgation & Sod C Fountain @ Admin/Police D Exterior Anodized Aluminum Railing @ AdminlPolice E Residential Food Service Eqp @ Fire Rescue F Signage $ 85,000 00 $ 60,000 00 $ 15,000 00 $ 39,000 00 $ 5,000 00 $ 21,000 00 2 The costs included in this proposal are as specifically identified in this proposal and are as specifically shown in the enumerated contract documents and do not include any unknowns, incomplete design and/or conflicts which may result from the completion of the contract design documents 3 Builder's Risk Insurance is included 4 Permit fees are included as an Owner Allowance of $85,000 00 5 CPM scheduling shall be provided in house by Cummings Dollar loading of the CPM schedule is not required and is not included 6 Monthly aerial photographs shall be prepared by a qualified commercial photographer All other required photography shall be prepared by the jobsite personnel 2 DIVISION 2 - SITEWORK 7 This estimate is based strictly on the Subsurface Soil Exploration as prepared by K&B Consultants Inc Site preparation does include the removal of the existing top two feet (2') of existing soil only under the building area The site shall be stripped and grubbed prior to filling to grade All costs required to remedy and modify existing unknown subsurface conditions, including unsuitable and/or contaminated soils are not included 8 Landscaping, Irrigation and Sod are included as an Owner Allowance in the amount of $40,000 00 for the Administration and Police Building and in the amount of $20,000 00 for the Fire Rescue Department 9 Topsoil is included under the sod as two inches (2") thick 10 Detention tanks and disposal wells are included 11 Demolition of the existing Fire and Police facilities is included The removal of the underground fuel tank is included The removal and disposal of fuel in the tank and cleaning the tank as required for removal is not included 12 Concrete pavers are included only at the Administration Police Building Courtyard only All other concrete pavers are included in the separate Offsite Sitework/Infrastructure work site package 13 All required reinforcing steel and welded wire mesh are included as regular plain steel and plain steel mesh 14 Colored concrete is included only at the entry stairs and landings to the Fire Station DIVISION 3 - CONCRETE 15 Footing dowels for columns and walls shall be set using plywood templates 16 All concrete is included as standard mix concrete With the exception the 40 water/cement ratios, other specified special requirements indicated including but not limited to cement contents, rust inhibitors, superplasticizers, admixtures, etc are not included 17 Architectural precast structural members are included as standard structural precast with manufacturers standard finish Sandblasting or rubbing of the structural precast and all cast in place concrete associated with the composite precast system is not included 18 All concrete slabs are to be cured with a curing compound 3 19 Vapor bamer at both projects is included as 6 mil polyethylene with taped joints DIVISION 4 - MASONRY 20 All block is included as standard concrete masonry units per ASTM C-90 Type II All block is included as normal weight, strength, color and finish High strength concrete masonry units are not included 21 All cast stone is not included All cast stone indicated is included as stucco The sign bands at the East and North elevations only of the Fire Rescue Department are included as EIFS stucco on wire lath on metal framing DIVISION 5 - METALS 22 All interior and extenor steel handrails are included as galvanized field painted 23 Stair nosings are included as similar or equal to American Safety Tread Model 9511 at all steel pan stairs and Model 3511 at all concrete stairs All stair nosings are included as 3" extruded aluminum 24 The aluminum service yard gates at Administration and Police Building are included with a powder coat finish 25 All extenor railings at the Administration and Police Building are included as aluminum in an Owner Allowance of $39,000 00 in lieu of the wood railings indicated 26 At the Fire Rescue Department, all extenor aluminum handrails and railings are included as manufactured by Dixie Metal Products or equal with a clear anodized finish 27 At the Fire Rescue Department, concrete filled steel pan stairs are included at stairs 01, 02 and 03 in lieu of cast -in -place stairs 28 At the Fire Rescue Department, the aluminum circular stair and alternating tread stair are included with a mill finish DIVISION 6 - WOODS AND PLASTIC 29 Wood trusses are included as being fabricated with pressure treated lumber Fire retardent treatment of wood trusses is not included 4 30 At the Administration and Police Building, all exterior railings designated to be wood are included as aluminum with a clear anodized finish 31 At the Administration and Police Building, all wood and laminate -clad cabinets are included with plywood cores 32 At the Administration and Police Building, all wood window sills are included as Maple 33 At the Fire Rescue Department, wood base is included per the finish schedule DIVISION 7 - THERMAL AND MOISTURE PROTECTION 34 At the Administration and Police Building, sheet membrane waterproofing with protection board is included at the exterior of the elevator pit walls and at the intenor walls of the ground floor planters 35 At the Administration and Police Building, sheet membrane waterproofing with drainage mat is included at the structural slabs under the concrete topping at exterior exposed terraces 2- 030 and 2-043 36 At the Administration and Police Building, the specified water repellents are not indicated and are not included 37 At the Fire Rescue Department, sheet membrane waterproofing with drainage mat is included at the structural slabs under the concrete topping at extenor exposed decks 234, 235 and 248 38 At the Fire Rescue Department, fluid applied waterproofing with protection board is included at the exterior of the elevator pit walls and all below grade walls adjacent to occupied spaces 39 At the Fire Rescue Department, the extenor deck to wall expansion joint shown on sheet A501 is included as a caulked joint with a "Wabo" counter -seal 40 At both the Administration and Police Building and the Fire rescue Department, the standing seam metal roof system is included with 24 -gage 16" wide panels with all galvanized steel trim, flashings, gutters and downspouts All components are included as galvanized steel with an Acrylume clear acrylic fuush A 20 year material warranty is included The Ice & Water shield is only included at the valleys and other high nsk areas 5 DIVISION 8 - DOORS AND WINDOWS 41 All door hardware is included with a brushed aluminum finish 42 All exterior glazing is included as similar or equal to 5/8" PPG Azurlite laminated glass 43 All extenor aluminum windows and entrances are designed based upon a +64,-68 wind load at the building sides, and a +64,-87 wind load at the corners of the building 44 At the Administration and Police Building, all interior aluminum storefront framing is included with a factory applied Kynar finish 45 At the Fire Rescue Department, two (2) each 4'-0" x 4'-0" unit skylights are included The specified 5'-0" x 6'-0" unit skylights are not available with Miami -Dade County Product Approval and are not included 46 At the Fire Rescue Department, unit skylight glazing material is included as a polycarbonate double dome in a standard, non -operable frame Acrylic plastic single domes, thermally broken frames and manually operated ventilation frames are not available with Miami -Dade County Product Approval and are not included DIVISION 9 47 Stucco control joints, expansion joints and reveals shall be accomplished using cut and/or raked joints and reveals in the stucco itself Embedded or attached metal or plastic devices and/or reveals in the extenor stucco of any kind are not included 48 Stucco products are included as manufactured by local suppliers Stucco is included as job mixed portland cement, sand and water The stucco base coat includes integrally mixed "Acryl 60" or equal acrylic bonding agent, and no surface applied bonding agent is included Other special stucco additives are not included 49 At the Fire Rescue Department, all cast stone wainscot, sills, caps and sign bands indicated are included as stucco construction All indicated cast stone copings, knee braces and sills are included as mechanically fastened extruded polystyrene with a simulated stone finish 50 All tile is grouted with standard commercial portland cement grout in lieu of chemical resistant epoxy grout 51 At the Fire Rescue Department, the tile at toilet room walls is included as 4-1/4" x 4-1/4" Group 1 ceramic tile as manufactured by Dal Tile Company 6 52 At the Fire Rescue Department and in accordance with OBM Memorandum dated 4/17/01, Rooms 104-107, 109, 110, 116, 117, 119, 120, 125, 201, 207, 219-223, 228-235, 241, 242, 244, and 246 shall receive Dal Tile CD31 "Porcealto" 12" x 12" unpolished natural beige floor tile Rooms 101, 108, and 121 shall receive the originally specified Crossville porcelain tile 53 At the Fire Rescue Department, Dal Tile Company's "Porcealto" 12" x 12" unpolished porcelain tile, color CD31- Beige, is included at cap and front side of exterior concrete and masonry benches in lieu of cast stone tile and trim shown in Detail C-4 on Sheet A502 54 At both the Administration and Police Building and the Fire Rescue Department, all ceiling tile shall be similar or equal to Armstrong Fine Fissured #1821 with Armstrong Suprafine 9/16" exposed tee grid or equal 55 At the Fire Rescue Department Training/Community Room 107, partitions include sound attenuating batts in lieu of acoustical wall panels 56 At the Fire Rescue Department, in accordance with OBM Memorandum dated 4/17/01, Rooms 122, 124, 202-206, 208-218, 236-240, and 243 shall receive Pnnce Street carpet as manufactured by Bentley or equal 57 At the Fire Rescue Depai twent, vinyl composition stair treads and landings are not included With the exception of Stair #118, which is tiled, all stairs are concrete and/or metal pan concrete filled with abrasive metal treads 58 At the Fire Rescue Department, a material allowance of $21 50 per square yard has been included for the wall covering in Break Room 246 59 At the Administration and Police Building, toilet and locker room walls will receive one coat of pnmer and two coats of epoxy paint in heu of vinyl wall coverings 60 At the Administration and Police Building, fabnc wall covering is limited to the conference rooms on the second floor A material allowance of $21 50 per square yard has been included for all fabric wall coverings DIVISION 10 - SPECIALTIES 61 At the Fire Rescue Department, (12) 22"x42" tackable frames wall surfaces are included as manufactured by Claridge Products and Equipment, Inc or equal 62 At the Fire Rescue Department, (1) 8'x8' and (1) 6'x6' projection screens are included as manufactured by Draper, Inc or equal 7 63 At the Fire Rescue Department, fire extinguishers are included as follows (18) Larsen's Model MP -10 10 lb ABC fire extinguisher with bracket 64 At the Fire Rescue Department, Storage shelving is included as the following 63 LF of vinyl -coated ventilated shelving, and 18 LF of stainless steel wire mesh shelving 65 Fire extinguishers are included as the following (15) Larsen's Model MP -10 101b ABC fire extinguisher, (13) Larsen's Model 2409-R2 steel fully recessed fire extinguisher cabinet with white baked enamel finish, and full glass panel door DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - ELEVATORS 66 Administration and Police includes one (1) each Otis Elevator 2500 lb at 150 fpm or equal 67 Fire Rescue includes two (2) each Otis Elevator 3000 lb at 125 fpm or equal 68 Administration and Police hoistway size is required to be 8' - 4" wide x 6' - 6 1/4" front to back with a 4' - 0" pit and a minimum of 12' - 3" overhead 69 Fire Rescue hoistway size is required to be 9' - 0" wide x 7' - 0 1/4" front to back with a 4' - 0" pit and a minimum of 12' - 3" overhead 70 Elevator doors are included as single speed 71 Twelve months maintenance and service is included DIVISION 15 - MECHANICAL 72 FIRE PROTECTION Fire sprinkler heads are installed symmetrically but not necessarily to center of ceiling tiles Intenor piping is included as Allied XL for 2" and smaller with screwed fittings and Schedule 10 with grooved fittings for 2 '/2" and larger 8 73 PLUMBING Plumbing lines or fixtures not labeled or specified are included to the minimum sizes and standards allowable by code 71 HVAC Smoke evacuation system is not shown and is not included DIVISION 16 - ELECTRICAL 72 Where indicated, empty raceways systems are included for telephone, data, CCTV and security 73 UPS systems are not shown and are not included WORK TO BE INCLUDED IN SITE INFRASTRUCTURE GMP 74 All required offsite work beyond the inside face of the perimeter sidewalks of each facility The lateral connections to water and sewer mains only are included Therefore, all penmeter road work at Cranden, McIntyre, Fernwood and Village Green Way, all new sanitary sewer mains and manholes, all street parking, all landscaping, irrigation, pavers, street lighting, etc outside the perimeter inside face of the penmeter sidewalk of each facility shall be part of the future Sitework/Infrastructure work 75 Traffic and/or pedestrian signalization 76 Fire hydrants at the Fire Station 77 FP&L and Southern Bell services and modifications to existing 9 WORK PROVIDED BY OWNER 78 Furniture, Fixtures and Equipment (FF&E) 79 Threshold inspector and special inspector services 80 County, city and other governing municipalities and agencies fees and charges and all impact fees, utility connection and usage fees (Permit fees are included in the GMP as an allowance ) 81 Quality control testing 82 Temporary fencing 83 Fueling systems, tanks and stations 84 Removal and/or relocation of existing trailers and other portable type facilities (Demolition of the existing Fire and Police facilities is included ) 85 Asbestos abatement and removal of other hazardous materials in existing facilities 86 Removal, replacement and/or restoration of existing unknown utilities 87 The cost of the water meters 88 Fire Rescue Department architectural woodwork and millwork for the twelve (12) dorm rooms 89 Card key access system, magnetic keying system and all associated electronic hardware 90 Lockers and benches 91 Window treatments 92 CCTV cameras and security system 93 FP&L service and connection fees and transformers 10 James A Cummings, Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 I urmmina s General Contractors \c-'----' May 4, 2001 Phone 954 733 4211 Fax 954 485 9688 Website wwwjamesacummings com Village of Key Biscayne 85 West McIntyre Street Key Biscayne, Florida 33149 Attn Mr Sam Kissinger, Village Manager Re Village Civic Center Fire Rescue Department & Administration and Police Facility Guaranteed Maximum Price Proposal - 100% Construction Documents Dear Mr Kissinger, Our Guaranteed Maximum Price Proposal based on the 100% Construction Documents for the Village Civic Center Fire Station, Administration and Police Facility is $10,715,380 00 924 00 including a construction contingency of $175,000 00 and an Owner contingency of 6 $ , (The breakdown for the GMP by building for the Administration and Police Building is $6,647,014 00 and for the Fire Rescue Station is $4,068,366 00) Enclosed herewith please find the GMP Cost Summary for each building, including the General Conditions and the Construction Manager's Fee, the List of Documents upon which this Estimate is based, the proposed Schedule and the Description of Work including the Qualifications and Clarifications Very truly yours, JAMES A CUMMINGS, INC Michael F Lanciault Senior Vice President CC Jud Kurlancheek Raul Lastra Tom Berley Larry Kline Ralph Martinez Nina Gladstone James A Cummings Robert Curne William R Derrer Gerry Zengel Scott Pate Alan Rosenblum VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISC AYNE FIRE STATION ARCHITECT SPILLIS CANDEL A DMJM ARCHITECT OBM MIAMI INC GM P PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTR ATION AND POLICE BUILDING 1__ ITEM_ 1_SECTION J _ DESCRIPTION 1 GENERAL CONDITI ONS SEE WINDOW 00320 (SPIL) SOIL INVESTIGATION DATA REPORT BY K&B STRIP EXISTING 2 ONLY UNDER NEW BUILDING 01040 (SPIL) COORDINATIO N DRA WINGS 01050 (SPIL) FIELD ENGINEERING FINA L PROPER TY SURVEY ti 1 01210 (SPIL) OWNER ALLOWANCES A1 FABRIC WALL COVERING FWC1 $21 59/SY MA RECEIVE HANDLE & INSTA LL B 2 EXTJINT SIGNAGE PER SECTION 10400 MAT 4 RECEIVE HANDLE & INSTALL C 3 DIMENSION STO NE PER SECT 09385 $2 50 MA RECEIVE HANDLE & INSTA LL D 4 PAVER TILE PER SECT 09310 $2 50 MA T + TA . RECEIVE HANDLE & INSTALL E 5 ON -SITE LANDSCAPING/SOD/IRRIGATION ALLI 6 BUILDING SECURITY SYSTEM & CCTV 7 TELECOMMUNICATIONS & DATA SYSTEM S 8 MAGNETIC KEYING SYSTEM 9 FOUNTAIN ALLOWA NCE NO SPEC NO SPEC 2 02050 CO NSTRUCTION PHOTOGRAPHS QUALITY CONTROL BY OWNER DEMOLITION REMOVALS A ND RELOCATION 1 3 CUT CAP & REM OVE EXISTING KNOWN UTIL &' 3 6 SALVABLE MATERIA L TO OWNER 3 02220 EARTHWORK 3 3 CLEA RING & GRUBBING 3 4 STRIPPING 3 8 DISPOSE OF EXCESS MATERIALS 3 9 DEWATERING(NO CONC PLACED IN WATER) 3 10 TESTING BY OWNER 3 11 PREPA RATION FOR TOPSOIL 02511 ASPHA LTIC CO NCRETE PA VING 2 1 SUBGRADE STABILIZA TION 2 2 BASE CO URSE LIM ERO CK 8" 2 3 PRIM E & TACK CO ATS 2 4 ASPHALTIC CONCRETE 1 1/2 TYPE S 05/03/2001 04 08 PM MATERIAL LABOR 1 SUB- I O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN GC S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN GC S 0 0 O 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 226 232 0 0 0 0 0 2 500 IN GC S IN GC S 0 0 0 0 15 000 0 0 0 0 0 40 000 0 0 0 15 000 0 IN GC S 0 0 0 31 135 0 0 0 174 873 0 0 0 0 0 0 0 0 0 0 0 T OTAL 0 226 232 0 0 0 0 0 2 500 0 0 0 0 0 0 15 000 0 0 0 0 0 40 000 0 0 0 15 000 0 0 0 0 0 31 135 0 0 0 174 873 0 0 0 0 0 0 0 0 0 JAMES A CUMMINGS INC 0 0 1 SUBCONTRACTORS NAME INCL IN SITEWORK INCL IN SITEWORK JAC IN GENERAL CONDITIONS IN GENERAL C ONDITIONS INCL SUB PRICES SUB PRICES INCL SUB PRICES SUB PRICES INCL SUB PRICES SUB PRICES NIC IN SITE NIC IN SITE OWNER ALL OWANCE NIC BY OWNER BY OWNER EMPTY RACEWAYS W/PULLSTRINGS NIC BY OWNER OWNER ALLOW ANCE AS MAT ALLOW IN INCL IN AS MAT ALL OW IN INCL IN AS MAT ALLOW IN INCL IN IN GENERAL C ONDITIONS BY OWNER MIAMI WRECKING INCL REMOV AL BY OWNER MOR A ENG INCL INCL INCL INCL BY OWNER INCL INCL INCL INCL INCL INCL T OTAL AREA 39 946 SF I GR AND TOTAL 0 JAC 226 232 0 0 0 0 0 2 500 0 0 0 0 0 0 15 000 0 0 0 0 0 40 000 0 0 0 15 000 0 0 0 0 0 31 135 0 0 0 174 873 0 0 0 0 0 0 0 0 0 0 0 $/SF I 0 00 5 66 0 00 0 00 0 00 0 00 0 00 0 06 0 00 0 00 0 00 0 00 0 00 0 00 0 38 0 00 0 00 0 00 0 00 0 00 1 00 0 00 0 00 0 00 0 38 0 00 0 00 0 00 0 00 0 00 0 78 0 00 0 00 0 00 4 38 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A D MJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATI ON AND POLICE BUILDING TOT AL AREA 39 946 SF r ITEM I- SECTION DESCRIPTI ON ( MATERIAL ] LABOR j SUB i_ TOTAL 1 SUBCONTRACTORS NA ME _1 GRAND TOTAL I $/SE 1 3 4 TESTING BY OWNER 0 0 0 0 BY OWNER 0 0 00 PATCH STREET AT NEW WATER & SEWER 0 0 5 000 5 000 JAC 5 000 0 13 02513 PORTLAND CEMENT C ONCRETE PAVING 0 0 0 0 INCL 0 0 00 2 1 BASE COURSE 12 STABILIZED SUB GRADE 0 0 0 0 INCL 0 0 00 2 2 CONCRETE 5650 PSI FLEX 0 0 0 0 INCL 0 0 00 2 3+ 4 JOINT SEALER & EXP JT FILLER 0 0 0 0 INCL 0 0 00 3 4A SAWCUT EXP JO INTS 0 0 0 0 INCL 0 0 00 3 6TESTING BY OWNER 0 0 0 0 BY OWNER 0 0 00 02514 CONC SIDEWA LKS CURBS & WHEEL STOPS 0 0 0 0 INCL (S W INCL IN C ONC) 0 0 00 3 3 PRECAST CONC WHEEL STOPS 0 0 0 0 INCL 0 0 00 li 3 4TESTING BY OWNER 0 0 0 0 BY OWNER 0 0 00 02580 PAVEMENT MARKING 0 0 0 0 INCL 0 0 00 3 5 SPARE PAINT 0 0 0 0 INCL 0 0 00 SEE EARTHWORK WINDO W 0 2 369 0 2 369 JAC HAND L ABOR 3 816 0 10 SEE SITE CONCRETE WINDOW 0 0 0 0 INCL IN CONCRETE 0 0 00 0 0 0 0 0 0 00 4 02517 SOLID INTERLOCKING CONCRETE PA VERS 0 0 10 698 10 698 ST ONEAGE/C OURTYARD PA VERS ONLY 10 698 0 27 2 23 1/8" THICK KEY SHA PE & RECTANGULAR AT El 0 0 0 0 ST ONE AGEICOURTYARD PAVERS ONLY 0 0 00 2 3 EDGE RESTRAINTS 0 0 0 0 STONEAGE/COURTYARD PAVERS ONLY 0 0 00 2 4 SA ND LAYING CO URSE 0 0 0 0 ST ONEAGE/COURTY ARD PAVERS ONLY 0 0 00 0 0 0 0 0 0 00 5 02222 EXCAVATION BACKFILLING & CO MPA CTING FO I 0 0 0 0 INCL 0 0 00 3 5 TESTING BY O WNER 0 0 0 0 INCL 0 0 00 02660 WATER DISTRIBUTION 0 0 48 900 48 900 M OR A ENG 48 900 1 22 2 1A DUCTILE IRON 0 0 0 0 INCL 0 0 00 2 6 FIRE HYDRANTS 0 0 0 0 INCL 0 0 00 2 7A DISINFECTION 0 0 0 0 INCL 0 0 00 3 10 BACKFLOW PREVENTORS & DDCV'S 0 0 0 0 INCL 0 0 00 3 11 0 0 0 0 INCL 0 0 00 3 11 THRUST BLOCKS 0 0 0 0 INCL 0 0 00 3 12 TESTING BY CONTRACTOR 0 0 0 0 INCL 0 0 00 3 13+ 17 DISINFECTION & CO NNECTION TO EXIST WA TEF 0 0 0 0 INCL 0 0 00 02720 STORM DRAINAGE SYSTEM 0 0 110 707 110 707 M ORA ENG 110 707 2 77 2 1C TWO DRAINAGE WELLS & DETENTION TANK 0 0 0 0 INCL 0 0 00 2 2 DRAINAGE STRUCTURES 0 0 0 0 INCL 0 0 00 2 3+4 BALLA ST ROCK & PLA STIC FILTER FABRIC 0 0 0 0 INCL 0 0 00 2 5 AREA DRAINS 0 0 0 0 INCL 0 0 00 3 4 DRA INAG E WELL 0 0 0 0 INCL 0 0 00 3 5 EXFILTRATION TRENCH 0 0 0 0 INCL 0 0 00 3 8 TESTING BY CONTRA CTOR 0 0 0 0 INCL 0 0 00 02731 SANITARY SEWER SYSTEM O NSITE 0 0 32 600 32 600 MORA ENG 32 600 0 82 2 1 PIPE FITTINGS & M ANHOLES 0 0 0 0 INCL 0 0 00 3 6 TESTING & INSPECTION BY CONTRACTOR 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 6 02282 TERMITE CO NTRO L 0 0 0 0 INCL IN CONCRETE 0 0 00 1 5 WARRANTY in 5 YEARS 0 0 0 0 INCL IN CONCRETE 0 0 00 05/03/2001 04 08 PM JAM ES A CUMMINGS INC 2 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILL'S CANDELA DMJM ARCHITECT O BM MIAMI INC GMP PRO POSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATION AND POLICE BUILDING l ITEM SECTION DESCRIPTION 7 02822 (SPIL) METAL GATES 2 5 ORNAMENTAL GATES 2 6 LOUVERED GATES 2 7 SHOP G ALVANIZE & PAINT W/FLUOR OPOLYMER NO SPEC CHAIN LINK FENCING 8 02935 (SPIL) SODDING 1 3 WARRANTY = 90 DA YS 2 1B ST AUGUSTINE FLORA TAM 2 1 C+D TOPSO IL & TOP DRESSING 3 3 WATERING 3 5 MAINT 30 DAYS UNTIL FIANL ACCEPTANCE wi 9 03300 (SPIL) CAST IN PLA CE CONCRETE CONCRETE FORMS AND ACCESSORIES 2 4A DOVETAIL ANCHO R SLO TS 2 4B+ C WATERSTO PS 2 4D SAND CUSHION 2 4E (SPIL) VA PO R BARRIER 6 M IL 2 4F CHEMICAL CURING COM POUND 2 4H FLOOR HARDENING COMPO UND AT ALL EXPOS! SEE CO NCRETE FORMWO RK WINDOW EXPANSIO N AND CONTRACTION JOINTS SEE CONCRETE MA TERIAL WINDOW CONCRETE FINISHING 3 10 SLAB FINISHES TO LERANCES(TROWEL FF20 & F SEE CONCRETE FINISHES WINDOW CONCRETE CURING 3 12 MO IST CURE SLABS 3 12F CURING CO MPO UND AT EXPOSED INT /EXT SLA DEWATERING 10 03300 2 2(SP)REINFORCING MATERIALS EPDXY AND GALV REBAR IS NO T INCLUDED WELDED WIRE MESH MATERIAL REBAR MATERIAL WELDED WIRE MESH LABOR REBAR LABOR SUPPORTS ON GRADE 11 03410(SPIL) STRUCTURAL PRECAST PRESTRESSED CO NCRI 1 4A DESIGN OF PRECAST JOISTS & SO FFIT BEAM S 03451(SPIL) ARCHITECTURAL PRECAST CONCRETE UNITS 12 04810 (SPIL) CONCRETE UNIT MASO NRY ASSEMBLIES MATERIAL] LAB OR 7 _ SUB __1_ TOTAL 1 _ 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 O 0 1 615 229 1 615 229 O 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 500 500 0 1 000 0 0 0 0 O 0 0 0 O 0 0 0 2 352 3 840 5 536 11 728 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 77 622 77 622 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 SUBCONTRACTORS NA ME _ INCL IN METALS INCL IN METALS INC! IN METALS INC' IN MET ALS N ONE SHOWN/NONE INCL SEE OWNER ALLOWANCE SEE OWNER ALLOW ANCE SEE OWNER ALLOWANCE SEE OWNER ALLOWANCE SEE OWNER ALLOWANCE SEE OWNER ALLOWANCE AREDA/BON DED INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL JAC C ONCRETE SEALER INCL NOT INCLUDED INCL J AC INCL IN CONCRETE INCL IN CONCRETE INCL IN CONCRETE INCL IN C ONCRETE INCL IN CONCRETE INCL IN C ONCRETE INCL IN CONCRETE PCl/BONDED INCL NONE StI OWN/N ONEINCLUDED INCL IN CONCRETE T OTAL ARE A 39 946 SF GRAND TOTAL' $/SF 0 0 00 0 0 00 O 0 00 O 0 00 O 0 00 0 0 00 O 0 00 0 0 00 0 0 00 0 0 00 0 0 00 O 0 00 0 0 00 0 0 00 1 615 229 40 44 O 0 00 O 0 00 O 0 00 O 0 00 0 0 00 0 0 00 O 0 00 O 0 00 O 0 00 O 0 00 O 0 00 O 0 00 1 338 0 03 O 0 00 O 0 00 O 0 00 14 226 0 36 O 0 00 O 0 00 0 0 00 O 0 00 O 0 00 0 0 00 O 0 00 O 0 00 O 0 00 77 622 1 94 O 0 00 O 0 00 O 0 00 O 0 00 05/03/2001 04 08 PM JAM ES A CUM MINGS INC 3 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT O BM MIAMI INC GM P PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 AD MINISTRATION AND POLICE BUILDING ITEM _ 1 SECTION_ 1 _DESCRIPTION 1 MATERIAL ELABOR -1_ SUB 1 _T OTAL 1 2 3G FINE OR COURSE GROUTING 0 0 0 0 2 4+5 REINFORCEMENT ANCHORS TIES & ACCESSOF 0 0 0 0 3 20 LINTELS 0 0 0 0 04811 (SPIL) REINFORCED UNIT MASONRY 0 0 0 0 2 1 REINFO RCING STEEL 0 0 0 0 3 3 LOW LIFT GROUTING 0 0 0 0 3 8 TESTING BY CONTRACTOR NIC QUALIFY 0 0 0 0 0 0 0 0 13 05120 (SPIL) STRUCTURA L STEEL 0 0 125 000 125 000 22GROUT t 0 0 0 0 3 5TESTING BY OWNER 0 0 0 0 TOUCH UP PAINTING 0 0 0 0 05500 (SPIL) METAL FABRICATIONS 0 0 0 0 2 5 GROUT 0 0 0 0 2 6 CONCRETE FILL 0 0 0 0 2 8 STEEL VERTICA L LADDERS 0 0 0 0 2 9 LOOSE BEA RING A ND LEVELING PLA TES 0 0 0 0 2 10 LOOSE STEEL LINTELS 0 0 0 0 2 11 MISC FRAM ING & SUPPORTS 0 0 0 0 2 12 MISC STEEL TRIM 0 0 0 0 2 13 CAST NOSINGS FOR CONC & META L PA N STA IR 0 0 2 800 2 800 2 14 PIPE BOLLARDS 0 0 0 0 2 15 STEEL SUPPORTS FOR V ANITIES 0 0 0 0 2 16 ELEV PIT SUM P GRA TING AND FRAME 0 0 0 0 3 7 TOUCH UP PA INTING & GALVANIZING 0 0 0 0 05510 (SPIL) METAL STAIRS 0 0 0 0 21 METAL PA N STAIRS & LANDINGS 0 0 0 0 2 3 S S FASTENERS 0 0 0 0 3 4 FEILD TOUCH UP 0 0 0 0 3 5 CONCRETE FILL 0 0 0 0 05521 (SPIL) PIPE & TUBE RAILING S(STEEL) 0 0 0 0 2 2B STEEL WI GALV FINISH 0 0 0 0 2 4 PRIM E PA INT 0 0 0 0 2 5 GROUT 0 0 0 0 3 7 REPAIR GALV 0 0 0 0 0 0 0 0 14 06100 (SPIL) ROUGH CARPENTRY 0 0 0 0 SEE WINDOW 17 127 21 943 0 39 070 2 8 INT WOOD FIRE RETARDA NT TREA TED 0 0 0 0 06130 (SPIL) CARPENTRY(STRUCTURAL MEM BERS O NLY) 0 0 109 060 109 060 11AEXT 4X8 8X8&4X10 0 0 0 0 DECKING PLYWOOD 0 0 0 0 2" NOMINAL ROOF DECKING 0 0 0 0 INT 2 X 6 PLATES AT ROOF LEVEL 0 0 0 0 2 6 FASTENERS A NCHORS BO LTS CLIPS & CONNE 0 0 0 0 06176 (SPIL) METAL PLATE CONNECTED WOO D TRUSSES 4 320 4 896 29 760 38 976 TOTAL AREA 39 946 SF SUBC ONTRACTORS NAME 'GRAND TOTAL INCL IN CONCRETE 0 INCL IN CONCRETE 0 INCL IN CONCRETE 0 INCL IN C ONCRETE 0 INCL IN CONCRETE 0 INCL IN CONCRETE 0 BY OWNER 0 0 DIXIE/BONDED 125 000 INCL 0 BY OWNER 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 GC BLDG PR ODUCTS 2 800 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL IN CONCRETE 0 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 0 0 JAC 53 584 INCL 0 MARK STEVEN CONSTR 109 060 INCL 0 INCL 0 INCL 0 INCL 0 INCL 0 CUST OM DESIGN/JAC 42 247 $ISF 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 13 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 07 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 34 0 00 2 73 0 00 0 00 0 00 0 00 0 00 1 06 05/03/2001 04 08 PM JAM ES A CUMMING S INC 4 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A D MJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATI ON AND POLICE BUILDING [—ITEM _ LSECTION DESCRIPTION 1 4 ENGINEERED DESIGN 2 1D M ETAL FRAMING ANCHORS 1 15 06401 (SPIL)1 EXTERIOR ARCHITECTUR AL WOOD WORK CHANGE WOOD R AILS TO ALUM R AILS 2 5 EXT STANDING & RUNNING TRIM FOR OP AQUE I 2 6 EXT RAILINGS 2 7 SHOP FINISHING 06402 (SPIL) INTERIOR ARCHITECTURAL WOOD WORK 1 4F CABINET HARDWARE & ACCESS MATtRIALS 2 6 INT STANDING & RUNNING TRIM FOR OiPAQUE F 2 7 WOOD CABINETS ( CA SEWORK) FOR TRANSPAR 2 8 LAMINATE CLA D CABINETS(PLASTIC COVERED I 2 9 COUNTERTO PS 2 10 SHOP FINISHING OF INT AR CH WOO DWORK 3 5Q CLOSET HARDWARE 16 07113 (SPIL) M ODIFIED BITUMINOUS SHEET M EMBRANE WAT 1 6 WARRA NTY = 5 YEARS 3 7 TESTING 07140 (SPIL) FLUID APPLIED WATERPROOFING 1 3 WARRANTY = 5 YEARS 2 1 FLUID APPLIED WTPRFG UNDER CERAM IC TILE 07190 (SPIL) WATER REPELLENTS 1 2 ARCH PRECAST CONC TRIM 1 6 WARRANTY = 5 YEARS 21 CLEAR WATER REPELLENT COATING 07900 (SPIL) JO INT SEALANTS 1 5 WARRA NTY = 2 YEARS 2 2 SEALANT FOR TRAFFIC JOINTS 2 3 SEA LA NT FOR NON TRAFFIC JOINTS 2 4 MILDEW RESISTANT SEALANT 16 07210 (SPIL) BUILDING INSULATION 2 1 POLY WALL INSULATION BO ARD R7 5 2 2 GLASS FIBER BOARD INSULATION R7 5 2 3 BLANKET INSULATION R20 2 4 DECK INSULA TION R20 07260 (SPIL) VAPOR RETARDERS 2 1 VA POR BARRIER 6 MIL 17 07411 (SPIL) MANUFACTURED ROOF PANELS 1 7 WARRANTIES FINISH 20 YEAR S WEA THER 5 YE 2 2 MET CO ATED SHEET STEELPREPAINT W/COILC ALUM FINISH FLUOROPOLYMER 2 COA T 2 3 STANDING SEA M ROOF PANELS 18 MATERIAL ILABOR SUB 1 0 0 0 0 0 0 O 0 0 0 0 99 630 0 0 (60 000) 0 0 0 0 0 0 0 0 0 0 0 103 453 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 0 0 O 0 14 500 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 0 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 126 000 O 0 0 O 0 0 O 0 0 O 0 0 T OTAL 1 0 0 0 99 630 (60 000) 0 0 0 103 453 0 0 0 0 0 0 0 0 14 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 126 000 0 0 0 0 SUBCONTRACTORS NA ME INCL INCL OWNER ALLOW ANCE FOR AN OD ALUM RAILS CHAN GE WOOD RAILS TO ALUM R AII S($26 480) INCL INCL INCL CONTEMP ORARY DESIGN CONCEPTS/BONDED INCL INCL INCL INCL INCL INCL INCL METR O INCL INCL INCL IN TILE INCL IN TILE INCL IN TILE NONE SH OWN/NONE INCLUDED NONE SHOWN/NONE INCLUDED NONE SHOWN/NONE INCLUDED NONE SH OWN/NONE INCLUDED INCL IN WATERPROOFING INCL IN WATERPROOFING INCL IN WATERPR OOFING INCL IN WATERPROOFING INCL IN WATERPROOFING INCL IN DRYWALL INCL IN DRYWALL INCL IN DRYWALL INCL IN DRYWALL B&B DRYWALL INCL IN CONC MET ROOFING/BONDED INCL 24 GAUGE IS INCL CLEAR ACRYLIC CO ATED ALUM INCL AS 16 TOTAL AREA 39 946 SF GRAND TOTAL I 0 0 0 99 630 (60 000) 0 0 0 103 453 0 0 0 0 0 0 0 0 14 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 126 000 0 0 0 0 s/SF I 0 00 0 00 0 00 2 49 (1 50) 0 00 0 00 0 00 2 59 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 36 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 3 15 0 00 0 00 0 00 0 00 05/03/2001 04 08 PM JAMES A CUMMINGS INC 5 VILLAGC OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPO SAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTRATION AND P OLICE BUILDIN G ITEM_ f SECTION ] DESCRIPTION I MATERIAL) LABOR 2 4 UNDERLAYMENT SELF ADHERE POLY MER MOD 0 0 2 58 GYPSUM SHEATHING 0 0 2 50 ACCESSORIES 0 0 D3 SEALANTS 0 0 2 5G VAPOR BARRIER 0 0 07552 (SPIL) SBS MOD BITUMINOUS MEMBR ANE ROOFING 0 0 1 9 WARRANTY MANUF = 15 YE ARS ROOFER S = . 0 0 2 3G WOOD NAILING STRIPS 0 0 2 3H WOOD CANTS(FIBER OK IF REQ FOR WARRANT 0 0 2 6 ROOF WALKWAY PADS 0 2 7 POLY INSULATION R19 1 0 07600 (SPIL) SHEET M ETAL FLASHING 0 1 6 WARRANTY = 5 YEARS 0 2 1 COPPER FLASHING FOR ROO F DRA INS 0 2 2 ALL O THER FLA SHINGS = STAIN STEEL 0 2 3 GUTTER HANG ER S & BRACKETS 0 2 6 SPLA SH BLO CKS 0 2 10 SCUPPERS 0 2 16 GUTTERS 0 2 18 DOWNSPOUTS 0 07721 (SPIL) PREFABRICATED ROOF CURBS 07722 (SPIL) ROOF HATCHES 2 1 ROOF HATCHES FOR VERTICAL LADDERS 18 07815 (SPIL) INTUMESCENT MA STIC FIREPROOFING 2 1 ALBI-CLAD 800 2 2 COLORED TOP COAT 07840 (SPIL) FIRESTOPPING 3 4 FIRE SAFING INSULA TION © ALL FIRE BLKG RE MECH & ELEC FIRESTOPPING BY DIV 15 & 16 19 08110 (SPIL) STEEL DOORS AND FRAMES 2 5 DOOR LOUVERS 08125 (SPIL) INTERIOR ALUM DOOR FRA MES & STOREFRON 08211 (SPIL) FLUSH WOOD DOORS 1 5 WARRANTY = LIFE OF INSTALLATION 2 2 SOLID CO RE WOOD DOO RS 2 2F FACTOR Y OPAQUE FACTORY FINISHED DOORS 2 3 FIRE RATED WO OD DOORS TRANSOM S 2 5+6 LOUVERS 2 8 FACTO RY PRE FIT & MA CHINE 08710 (SPIL) DOOR HA RDWA RE (BRUSHED S S ) 3 2 CONTINUED SER VICE & WARRANTY (AT 6 M ONTI DESK CO NSOLE & CO NTRO LS AT GRO UP 4 0 0 0 0 0 0 0 0 0 0 0 163 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 360 0 0 4 680 0 0 0 0 0 0 0 6 280 0 0 0 SUB__] TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 875 0 0 2 000 0 0 0 76 277 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05/03/2001 04 08 PM JAM ES A CUMMING S INC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 875 0 0 2 000 0 0 0 78 800 0 0 4 680 0 0 0 0 0 0 0 6 280 0 0 0 TOTAL ARE A 39 946 SF SUBCONTRACT ORS NA ME I GRAND TOTAL 0 NOT INCLUDED 0 INCL INCL INCL INCL INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL R OOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL RO OF INCL WITH MET AL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL ROOF INCL WITH METAL R OOF IN MECHANICAL INCL WITH METAL ROOF INCL WITH MET AL RO OF ARCH COATINGS INC INCL INCL JAC INCL IN DRYWALL IN MECH/ELEC FARREY S INCL INCL 114 STOREFR ONT INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL INCL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 875 0 0 2 000 0 0 0 80 252 0 0 7 538 0 0 0 0 0 0 0 10 115 0 0 0 S/SF 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 22 0 00 0 00 0 05 0 00 0 00 0 00 201 0 00 0 00 0 19 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 25 0 00 0 00 0 00 6 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DA TE MARCH 27 2001 REVISED APRIL 16 2001 1 ITEM [SECTION_1 DESCRIPTION 20 08305 (SPIL) ACCESS DOORS 08331 (SPIL) OVERHEAD COILIN G DOORS 2 7 ELECTRIC DOOR OPERATORS 08334 (SPIL) OVERHEA D COILING GRILLES 2 7 ELECTRIC GRILLE OPER ATORS 21 08125 (SPIL) INTERIOR ALUM DOOR FRAMES & STOREFRON 2 6 FACTORY PRIM ED FOR FIELD P AINTED FINISH 08410 (SPIL) ALUMINUM ENTRANCES 1 3 COMPLY W/ M IAMI DADE COUNTY PRODUCT API 1 6 WARRANTY = 2 YEA RS 2 2G EXTERIOR SEA LANTS 2 4 HARDWARE 2 6ALUM FINISH FLUO RO POLYMER 3 COAT 3 3TESTING 08800 EXTERIOR GLASS = PPG AZURLITE 08520 (SPIL) A LUMINUM WINDO WS COMPLY W/ M IAMI DADE COUNTY PRODUCT API 1 6 WARRANTIES VA RIOUS 2 3 GLAZING LA MINATED TINTED 2 4 WINDOW CLEA NING ANCHOR BOLTS 2 6A LUM FINISH FLUOROPOLYMER 2 COAT 08800 EXTERIOR GLASS = PPG AZURLITE 08665 (SPIL) PASS WINDOWS 2 1F GLAZING 1 1/4" BULLET RESIST LAM INATED 2 1G TALK THRU 2 1H COM BO SHELF & DEAL TRAY 2 6 SPECIAL SEALA NT 08800 (SPIL) GLAZING 1 5 WARRA NTY = 5 YEA RS 2 1 HURRICANE RESISTANT LAMINA TED TINTED @ 1 2 2 HURRICANE RESIST SPA NDREL/CERAMIC COAL 2 3 WIRED GLA SS 2 4 TEMPERED CLEAR & TRANSLUCENT FLOAT AT 1 2 6 LAMINATED BULLET RESISTANT 2 7 LAMINATED ATTACK RESISTA NT 08814 (SPIL) MIRRO RED G LASS 1 2 AT METAL FRAM ED MIRRO R UNITS SECTIO N 108 22 09205 (SPIL) METAL FIURRING AND LATHING 09220 (SPIL) PORTLAND CEMENT PLA STER & STUCCO 3 3 CEMENT PLASTER APPLICATION INTERIOR 3 4 STUCCO APPLICATION EXTERIO R 09260 (SPIL) GYPSUM BOARD ASSEMBLIES 1 5E MOCKUPS ADMINISTRATION AND POLICE BUILDING T OTAL ARE A _ _ _ 39 946 SF MATERIAL [LABOR _ S -U -B J TOTAL 1 SUBCONTRACTORS NAME 1 GRAND TOTAL 1 S/SF 0 0 500 500 JAC 500 0 01 0 0 6 772 6 772 B&B ROLLONG DOOR 6 772 0 17 O 0 0 0 INCL 0 0 00 O 0 0 0 NONE SH OWN/N ONE INCL 0 0 00 0 0 0 0 NONE SHOWN/NONE INCL 0 0 00 O 0 0 0 0 0 00 0 0 297 840 297 840 CHER OKEE GLASS/BONDED 297 840 7 46 0 0 0 0 FACTORY FINISHED 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 0 0 00 O 0 0 0 0 0 00 0 0 579 039 579 039 B&B INTERIORS 579 039 14 50 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 0 0 0 0 INCL 0 0 00 O 0 0 0 INCL 0 0 00 05/03/2001 04 08 PM JAM ES A CUMM INGS INC 7 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A D MJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ADMINISTR ATION AND POLICE BUILDING TOTAL AREA _ 39 946 SF ITEM � } SECTION DESCRIPTION 1 MATERIAL r LAB OR -1 SUB 7 T OTAL 1 _ SUBC ONTRACT ORS NA ME 1 GRAND TOTAL' $/SF 2 5 CEMENTITIOUS BACKER UNITS 0 0 0 0 INCL 0 0 00 2 8 ACOUSTIC SEALANT 0 0 0 0 INCL 0 0 00 2 91 SOUND A TTENUATION BLANKETS 0 0 0 0 INCL 0 0 00 2 6 BALLISTIC ARMOR 7/16" 4LBS /SF FIBERGLASS 0 0 0 0 INCL 0 0 00 09265 (SPIL) GYPSUM BOARD SHAFTWALL ASSEMBLIES 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 23 09310 (SPIL) CERAMIC TILE 0 0 225 420 225 420 CENTURY/BONDED 225 420 5 64 CHANGE STONE TILE TO CD31 BEIGE PORCELAI 0 0 (33 000) (33 000) CENTURY/BONDED (33 000) (0 83) 1 6 EXTRA STOCK 0 0 0 0 INCL 0 0 00 2 1 UNGLAZED CERAMIC MOSAIC FLOOR 1ILE 0 0 0 0 INCL 0 0 00 2 2 GLAZED CERAM IC WA LL TILE 0 0 0 0 INCL 0 0 00 2 4 MARBLE THRESHOLDS 0 0 0 0 INCL 0 0 00 2 5 CERAMIC PORCELAIN FLOOR TILE 0 0 0 0 INCL 0 0 00 2 6 UNGLAZED PA VER TILE (SEE ALLOWANCE 3) 0 0 0 0 INCL 0 0 00 2 8 EPDXY GROUT 0 0 0 0 INCL 0 0 00 WINDOW SILLS ???? 0 0 0 0 INCL 0 0 00 09385 (SPIL) DIMENSIONED STONE TILE (SEE ALLO WANCE 4) 0 0 0 0 INCL PER QUALIF (OWNER MAT ALLOW) 0 0 00 1 4D MOCKUPS 0 0 0 0 INCL 0 0 00 1 6 EXTRA STOCK 0 0 0 0 INCL 0 0 00 2 5A METAL EDGE STRIPS 0 0 0 0 INCL 0 0 00 2 5C SEALER 0 0 0 0 INCL 0 0 00 WINDOW SILLS ???? 0 0 0 0 INCL IN MILLWORK AS W OOD 0 0 00 O 0 0 0 0 0 00 24 09511 (SPIL) ACOUSTICAL PANEL CEILINGS (2 X 2 X 3/4" TEC 0 0 39 830 39 830 COUSTIC GL O/N OT BONDED 39 830 1 00 ARMSTRONG FINE FISSURED #1821 0 0 0 0 INCL 0 0 00 1 6 EXTRA STOCK 0 0 0 0 INCL 0 0 00 2 1F NRC 0 70 0 0 0 0 INCL 0 0 00 2 2C GRID 9/16 0 0 0 0 INCL 0 0 00 3 3D HOLD DOWN CLIPS 0 0 0 0 INCL 0 0 00 O 0 0 0 0 0 00 25 00853 (SPIL) RESILIENT WALL BASE 8 ACCESSORIES 0 0 45 000 45 000 WILLI AMS CARPET SYSTEM 45 000 1 13 1 6 EXTRA STOCK 0 0 0 0 INCL 0 0 00 09665 (SPIL) AEROBIC TILE FLO ORING 0 0 0 0 INCL 0 0 00 1 4 EXTRA STOCK 0 0 0 0 INCL 0 0 00 2 1 RUBBER 3/8 X 27" X 27" TUFLEX 0 0 0 0 INCL 0 0 00 09680 (SPIL) CARPET 0 0 0 0 INCL 0 0 00 1 4E MOCKUPS 0 0 0 0 INCL 0 0 00 1 6 WARRANTY Q 10 YEARS 0 0 0 0 INCL 0 0 00 1 7 EXTRA STOCK 0 0 0 0 INCL 0 0 00 MA JOR FLOO R PATCH 1 997 1 997 0 3 995 JAC 5 344 0 13 O 0 0 0 0 0 00 26 09720 (SPIL) WALL COVERINGS 0 0 88 084 88 084 RBUBONDED 88 084 2 21 1 4C MOCKUPS 0 0 0 0 INCL 0 0 00 1 6 EXTRA STO CK 0 0 0 0 INCL 0 0 00 FWC1 SEE ALLOWANCE 1 0 0 0 0 INCL (OWNER MAT All OWANCE) 0 0 00 VWC1 0 0 0 0 INCL 0 0 00 05/03/2001 04 08 PM JAMES A CUMMINGS INC 8 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 E ADMINISTRATION AND P OLICE BUILDING ITEM-- ____ [—SECTION 1 DESCRIPTION 1 MATERIAL -1 LABOR ^1 SUB 1 TOTAL 09900 (SPIL) PAINTING 0 0 0 0 1 4 EXTRA STOCK 0 0 0 0 SEE SECTION 15050 FOR PAINTING EXP OSED PII 0 0 0 0 O 0 0 0 27 09965 (SPIL) ANTIMICRO BIA L COATING SYSTE M 0 0 7 750 7 750 FLOORS WALLS AND CEILINGS EPDXY (DEXOTI 0 0 0 0 0 0 0 0 28 DIV 10 MISC SPECIA LTIES 0 0 0 0 10155 (SPIL) TOILET COMPARTMENTS 0 0 6 073 6 073 2 2B PLASTIC LAM INATE 0 0 0 0 2 3C FLOOR MOUNTED OVERHEA D BRACEb1 0 0 0 0 10212 (SPIL) STATIONARY META L WA LL LO UVERS 0 245 3 775 4 020 2 2 A LUM FINISH FLUOROPOLYMER 2 COAT 0 0 0 0 10350 (SPIL) FLAGPO LES 0 0 0 0 2 2B ONE EACH 35 FO OT 0 0 0 0 10400 (SPIL) EXT AND INT SIGNAGE (SEE ALLOWANCE 2) 0 0 0 0 10505 (SPIL) M ETAL LOCKERS AND BENCHES 0 0 0 0 2 1 WA RDROBE LOCKERS 0 0 0 0 2 2 PISTOL LO CKERS 0 0 0 0 2 3 KEYED EVIDENCENISITOR LOCKERS 0 0 0 0 2 4 KEYLESS EVIDENCE LOCKERS 0 0 0 0 2 8 BENCHES 0 0 0 0 NO SPEC(SPIFIRE EXTINGUISHERS CABINETS & A CCESSORII 0 0 1 125 1 125 10651 (SPIL) O PERA BLE PANEL PARTITIONS 0 0 6 700 6 700 1 6 EXTRA STOCK 0 0 0 0 2 3D MANUALLY OPERA TED 0 0 0 0 10750 (SPIL) TELEPHONE SPECIALTIES 0 150 3 370 3 520 2 2 S S W/ ACO USTICA L PANELS 0 0 0 0 2 3 WALL MOUNTED SHELF TYPE 0 0 0 0 10801 (SPIL) TOILET AND SHOWER ACCESSORIES 0 0 6 846 6 846 1 6 WARRANTY MIRRORS se 15 YEARS 0 0 0 0 10991 (SPIL) MISC SPECIALTIES 0 0 0 0 2 1 LOUVERED SHUTTERS (ALUM ) 0 0 0 0 2 1B ALUM FINISH FLUOROPOLYMER 2 COAT 0 0 0 0 2 2 GABLE VENTS 0 0 0 0 0 0 0 0 29 DIV 11 EQUIPMENT 0 0 0 0 11132 (SPIL) PROJECTIO N SCREENS 0 0 0 0 2 1 FRONT PRO JECTION SCREENS ELECTRIC 0 0 0 0 11190 (SPIL) DETENTION EQUIPM ENT 0 500 2 020 2 520 2 2 BENCHES 0 0 0 0 2 3 M IRRORS 0 0 0 0 2 4 PRIVACY SHIELD 0 0 0 0 2 5 DOOR A ND FRAM E SYSTEMS W/ ELECTRIC HARI 0 0 0 0 NO SPEC RESIDENTIAL EQUIPMENT 0 0 0 0 O 0 0 0 TOTAL AREA 39 946 SF SUBC ONTRACTORS NAME I GRAND TOTAL INCL 0 INCL 0 INCL 0 0 DUR ABOND 7 750 INCL 0 0 0 BSI 6 073 INCL 0 INCL 0 GC BLDG PROD /JAC 4 170 INCL 0 NIC BY OWNER 0 INCL 0 SEE ALLOWANCE 0 NIC BY OWNER 0 NIC BY OWNER 0 NIC BY OWNER 0 NIC BY OWNER 0 NIC BY OWNER 0 INCL IN MULTILINE 0 TRIANGLE 1 125 HUFCOR 6 700 INCL 0 INCL 0 REDYREF/JAC 3 612 INCL 0 INCL 0 MULTILINE 6 846 INCL 0 0 INCL AS LOUVERS 0 INCL AS LOUVERS 0 INCL IN ROOFING 0 0 0 NONE SH OWN/NONE INCL 0 N ONE SHOWN/N ONE INCL 0 US SECURITY SYS /JAC 2 825 INCL 0 INCL 0 INCL 0 INCL 0 NONE SHOWN/N ONE INCL 0 0 I S/SF 0 00 0 00 0 00 0 00 0 19 0 00 0 00 0 00 O 15 0 00 0 00 O 10 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 03 0 17 0 00 0 00 0 09 0 00 0 00 0 17 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 07 0 00 0 00 0 00 0 00 0 00 0 00 05/03/2001 04 08 PM JAMES A CUMM INGS INC 9 VII LAG[ Or KrY 13ISCAYNr VILLAGE OF KEY BISC AYNE FIRE STATION ARCHITECT SPILLIS CANDEL A DMJ M ARCHITECT OBM MIAMI INC GMP PROPO SAL DATE MARCH 27 2001 REVISED APRIL 16 2001 AD MINISTRATION AND POLICE BUILDING TOTAL AREA 39 946 SF i---- _ITEM_,1_SECTION , DESCRIPTION M _ATERI AL I L ABOR I __SUB I TOTAL I SUBCONTRACT ORS NAME I GRAND TOTAL 1 $/SF 30 12520 (SPIL) SHADES 0 0 0 0 NIC BY OWNER 0 0 00 1 30 MOCKUPS 0 0 0 0 NIC BY OWNER 0 0 00 1 5 EXTR A MATERIALS 0 0 0 0 NIC BY OWNER 0 0 00 1 6 WARRANTY = 10 YEARS 0 0 0 0 NIC BY OWNER 0 0 00 NO SPEC (OESHADES 0 0 0 0 NIC BY OWNER 0 0 00 0 0 0 0 0 0 00 31 14240 (SPIL) HYDRA ULIC ELEVA TORS 0 0 52 836 52 836 OTIS 52 836 1 32 1 6 M AINT SERVICE = 12 MONTHS 0 0 0 0 INCL 0 0 00 2 2F CAR ENCLOSURE STAIN STEEL 0 0 0 0 INCL 0 0 00 2 21 PADS & HOOKS 0 0 0 0 INCL 0 0 00 2 16 PASSENGER 2500 LBS 150 FPM (NONg HOLELE 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 32 DIV 15 MECHA NICAL 0 0 0 0 0 0 00 15050 (SPIL) COORDINATION DRA WINGS 0 0 0 0 INCL 0 0 00 15191 (SPIL) FUEL OIL PIPING 0 0 0 0 INCL 0 0 00 15990 (SPIL) TESTING AND BALANCING BY G C/ BY MECH 11!11 0 0 0 0 INCL BY MECH 0 0 00 HVAC 0 0 362 450 362 450 THERM AUCOLTEC/BONDED 362 450 9 07 PLUMBING 0 0 143 300 143 300 ROGERS/BONDED 143 300 3 59 13915 (SPIL) FIRE SUPPRESSIO N PIPING 0 0 69 300 69 300 FRANCIS/B ONDED 69 300 1 73 FIRE PRO TECTIO N 0 0 0 0 0 0 00 0 0 0 0 0 0 00 33 DIV 16 ELECTRICAL 0 0 541 150 541 150 FISK ELECTRIC 541 150 13 55 13100 (SPIL) LIGHTNING PROTECTION SYSTEM 0 0 0 0 INCL 0 0 00 13851 (SPIL) FIRE A LARM 0 0 0 0 INCL 0 0 00 NO SPEC FIRST IN FIRE STATION CONTROL SYSTEMS 0 0 0 0 NIC BY OWNER 0 0 00 O 0 0 0 0 0 00 0 0 0 0 0 0 00 O 0 0 0 0 0 00 0 0 0 0 0 0 00 O 0 0 0 0 0 00 O _ 0 _ _0 __ 0_ _ _ 0 000 SUBTOTAL 26 459 49 760 5 544 567 5 620 787 ! _ _ _ _5 652 895 141 51 0 00 CHECK SUBTOTAL 5 620 787 0 00 0 00 0 00 SALES TAX 6 5 / 1 720 0 00 LABOR BURDEN 30 389 0 00 0 00 SUBTO TAL 5 652 895 5 652 895 141 51 0 00 OWNER S PROTECTIVE LIA BILITY INSURANCE 0 0 0 00 BUILDER S RISK INSURANCE 131 559 131 559 3 29 PERMITS 50 000 OWNER Alt OWQNCE 50 000 1 25 PERFORMANCE BOND 65 000 65 000 1 63 0 00 05/03/2001 04 08 PM JAM ES A CUMM INGS INC 10 VII LA GE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 ITEM _SECTION I 05/03/2001 04 08 PM AD MINISTRATION AND P OLICE BUILDING DESCRIPTION__(_MATERIAL I _ __ LABOR �SUB �TOT AL I SUBTOT AL _ __ 5 899 454 DESIGN PHASE FEE CONSTRUCTION PHASE FEE SUBTOTAL CONSTRUCTION CONTINGENCY OVERHEAD & PROFIT OWNER SALES TAX SAV INGS PROGRAM SUBTOTAL TOTAL SUBTOTAL OWNER S CONTINGENCY TOTA L GUARANTEED MA XIM UM PRICE INCLUDING CO NTINGENCY BUDG ET UNIT PRICE = $160 + 4 /o CONTINGENCY = $166 40/SF N OT INCL 314 335 6 213 789 100 000 6 313 789 284 121 6 597 910 (98 969) 6 498 941 148 073 6 647 014 JAMES A CUMM INGS INC SUBC ONTRACT ORS NAME TOTAL AREA 39 946 SF GRAND TOT AL I S/SF I 5 899 454 147 69 0 00 N OT INCL 0 00 314 335 7 87 0 00 6 213 789 155 55 0 00 100 000 2 50 0 00 6 313 789 158 06 0 00 284 121 7 11 0 00 6 597 910 165 17 0 00 (98 969) (2 48) 0 00 6 498 941 162 69 0 00 148 073 3 71 0 0 00 6 647 014 166 40 11 1 I i 3 VILLAGE Or KEY BISCAYNE (,CNf RAL CONDI I IONS 1 LORIDA DEPART MI N 1 01 MANAGLMLN 1 SLRVICCS VILI AGE or KEY BISCAYNE PROJCC r it VKB 90069000 TIRE STATION ADMINISTRATION & POLICE STATION DATE MARCH 27 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U 1' MATERI AL U P LABOR U P SUB PRT&I T OTAL I AYOU1 20 WKS 50 1 000 700 14 000 0 8 550 23 550 SURVEYS 1 LS 0 0 0 0 56 300 0 56 300 TEMP BUILDING 12 M OS 400 4 800 0 500 2 500 305 8 105 ARCH TEMP OFFICE NO F REQ M OS 400 0 0 0 0 0 0 TEMP FENCING BY OWNER LS 0 0 0 0 0 0 0 0 TEMP COVERED WALKWAYS NOT REQ LF 0 0 0 0 30 0 0 0 TEMP ROADS IN SITE LS 0 0 0 0 5 000 0 0 0 HOUSING RENTAL 0 0 0 0 0 0 0 0 MOVING EXPENSES 0 0 0 0 0 0 0 0 PER DIEM EXPENSES 0 0 0 0 0 0 0 0 TELEPHO NE CHARGES SEE C P FEE 0 0 0 0 0 0 0 PO WER CO CHARGES 12 MOS 450 5 400 0 0 0 0 5 400 DROPS 2 LS 0 0 0 0 3 000 6 000 0 6 000 NATURAL GAS CHARGES 0 0 0 0 0 0 0 0 UTIL COSTS TEST 5 MO S 10000 50 000 0 0 0 0 50 000 TEMP ELECTRICAL 0 MO S 0 0 0 0 0 0 0 TEM P PLUM BING 90 EACH 65 5 850 0 0 3 000 0 8 850 DRINK WATER&ICE 52 WKS 100 5 200 0 0 0 0 5 200 1 RANSPORT & FUEL SEE C P FEE 0 0 0 0 0 0 0 BARRICADES SLABS 2 LS 1000 2 000 0 0 0 0 2 000 BARRICADES MISC 2 LS 500 1 000 0 0 0 0 1 000 BARR ST RCM & PED 2 LS 1000 2 000 0 0 0 0 2 000 1 EM I' LADD & STAIR 0 0 0 0 0 0 0 0 PROGRESS PHOTOS 12 MOS 200 2 400 0 0 0 0 2 400 OFFICE SUPPLIES SEE C P FEE 0 0 0 0 0 0 0 AS BUILT DRAWINGS 1 LS 0 0 0 0 5 000 0 5 000 EXTRA DRAWINGS 1 LS 0 0 0 0 15 000 0 15 000 COM PUTERS PRINTER & SOFTWA RE 1 LS 0 0 0 0 6 000 0 6 000 FINAL CLEANING BUILDING 64 000 SF 0 0 0 0 0 15 9 600 0 9 600 DAILY CLEAN UP 52 WKS 50 2 600 900 46 800 0 28 581 77 981 1 RASI I REM DUMPS 1 200 1 OADS 0 0 0 0 300 60 000 0 GO 000 SUM T OTAL 23 615 56 300 8 417 0 0 0 0 0 0 0 0 5 751 6 000 0 53 250 0 9 230 5 538 0 2 130 1 065 2 130 0 2 556 0 5 000 15 000 6 000 9 G00 78 150 60 000 05102/2001 03 59 PM JAM ES A CUMM INGS INC 1 1 3 3 1 ) VILLA GE OF KEY BISCAYNE GENERAL CONDII IONS FLORIDA DEPART MENT OF MANAGEMENT SERVICES VILLAGE or KEY BISCAYNE PROJECT # VKB 98069000 FIRE STATIO N ADM INISTRATION & POLICE STATION DATE MARCII 27 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MATERIAL U P LAB OR U P SUB PRT&I T OT AL 1 RASI I GHU1 ES NOT REQ MOS 750 0 325 0 0 0 0 FIRE PROTECTION 2 LS 500 1 000 0 0 0 0 1 000 TEMP WATER PROT 0 0 0 0 0 0 0 0 HURRICANE PRO TECT 0 0 0 0 0 0 0 0 TEMP IICAT & GOO 1_ 0 0 0 0 0 0 0 0 WATCI !MAN SERVICES NOT REQ WKS 0 0 0 0 1 230 0 0 0 BUILDERS RISK INS IN MAIN LS 0 0 0 0 0 0 0 GENERAL LIABILITY INSURA NCE 0 0 0 0 0 0 0 0 BREAKAGE WINDOW 0 0 0 0 0 0 0 0 DAMAGE MATERIALS 0 0 0 0 0 0 0 0 STOLEN MATERIALS 0 0 0 0 0 0 0 0 OSHA FINES 0 0 0 0 0 0 0 0 ENVIRON CONTROLS 0 0 0 0 0 0 0 0 PROJECT MANAGER SEE C P FEE 0 0 0 0 0 0 0 ASST ENGINEER SEE C P FEE 0 0 0 0 0 0 0 GENERAL SUPER SEE C P FEE 0 0 0 0 0 0 0 ASS T SUPERINT SEE C P FEE 0 0 0 0 0 0 0 FIELD ENGINEER SEE C P FEE 0 0 0 0 0 0 0 COST ACCOUNTANT SEE C P FEE 0 0 0 0 0 0 0 TIMEKEEPER SEE C P FEE 0 0 0 0 0 0 0 SECRETARY SEE C P FEE 0 0 0 0 i 0 0 0 MESSENGERS 0 0 0 0 0 0 0 0 MATERIAL HOISTS 0 0 0 0 0 0 0 0 RENTAL 0 MO S 0 0 0 0 0 0 0 ERECT & DISMANTLE 0 LS 0 0 0 0 0 0 0 EREIGI I T 0 LS 0 0 0 0 0 0 0 FULL & 0 11 0 wics 0 0 0 0 0 0 0 PLATFO RM & GATES 0 LS 0 0 0 0 0 0 0 HOIST OPERATORS 0 WKS 0 0 0 0 0 0 0 I'ERMANEN I ELEVA FORS mo s 0 0 0 0 400 0 0 0 TEM P MAINT COSTS 0 0 0 0 0 0 0 0 OPERATORS 0 0 0 0 0 0 0 0 PROTECT ELEV CABS 3 LS 500 1 500 500 1 500 0 916 3 916 TRUCK GRANS RENT 00 !IRS 0 0 0 0 85 6 800 0 6 800 !MK K CRANE OPER 0 0 0 0 0 0 0 0 1 RU( I( CRANE FULL 0 0 0 0 0 0 0 0 SUM T OTAL 0 1 065 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 014 6 000 0 0 0'x/07/0001 03 59 PM JAMES A CUMMINGS INC 2 1 3 r 1 VILLAGE Of KEY BISCAYNE GENERAL CONDITIONS i'LORIDA DEPARTMENT Of M AN AGEMENT SERVICES VILLAGE or KEY BISCAYNE PROJECT # VKB 98069000 i' IRE STATION ADMINISTRATION & POLICE STATION DATE MARCH 27 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MATERI AL U P LABOR U P SUB PRT&I TOTAL TOWER CRANE RENT 0 0 0 0 0 0 0 0 TOWER CRA NE ERECT 0 0 0 0 0 0 0 0 TOWER CRANE DISM NTL 0 0 0 0 0 0 0 0 TOWER CRANE OPER 0 0 0 0 0 0 0 0 rOUNDATION PAD 0 0 0 0 0 0 0 0 ENGINEER STRUCT 0 0 0 0 0 0 0 0 JUMP CRANE 0 0 0 0 0 0 0 0 POWER & CA BLE EXP 0 0 0 0 0 0 0 0 SHORING & RESHORE 0 0 0 0 0 0 0 0 SPECIAL CRANES SEE FRWK 0 0 0 0 0 0 0 CONCRETE PUMP SEE GONC 0 0 0 0 0 0 0 PERSONNEL HOISTS 0 0 0 0 0 0 0 0 COMPRESSORS 0 0 0 0 0 0 0 0 GENERATORS 0 0 0 0 0 0 0 0 DEWALT SAWS 0 0 0 0 0 0 0 0 VIBRATO RS 0 0 0 0 0 0 0 0 CEMENT FIN M ACH 0 0 0 0 0 0 0 0 TRANSITS 1 LS 1500 1 500 0 0 0 0 1 500 SKILL SAW & DRILL 0 0 0 0 0 0 0 0 MISC SM ALL TO OLS 2 LS 5000 10 000 0 0 0 0 10 000 EQUIPMENT REPAIRS 0 0 0 0 0 0 0 0 DUMP TRUCKS 0 0 0 0 0 0 0 0 PICKUP TRUCKS SEE C P FEE 0 0 0 0 0 0 0 AUTOMOBILE EXPENSE SEE C P FEE 0 0 0 0 0 0 0 RADIOS 1 LS 3000 3 000 0 0 0 0 3 000 SUBTOTAL 99 250 62 800 170 200 38 352 370 602 CHECK TOTAL 370 602 SALFS TAX 6 451 TOTAL 377 053 SUM TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 598 0 10 650 0 0 0 0 3 195 377 053 05/07/2001 03 59 PM JAMES A CUMM INGS INC 3 VII I AGE Of KEY I3ISCAYNC CONSTRUCT ION I'I IASE rEE (Al L O I I ICR GENERAL CONDI rioNs AND REQUIRE MENTS TO BE CONSIDERED AS COST REIMBURSII3LES ) DESCRIPTION QUANTITY UNITS U P M ATERI AL U P LABOR O PLRATIONS MANA(.,ER PROJECT MANAGER PROJECT ENGINEER GENERAL SUPER GENERAL SUPER SECRETARY JOBSITE VP ESTIMATING CI-IIEr ESTIMATO R _ _ SENIOR ESTIM ATOR_ SECRETARY MAIN OFFICE _ CHIEF FINANCIAL OFFICER M AIN OFFICE ACCOUNTANT MAIN OFFICE PAYROLL MAIN OFFICE TELEPHONE CHARGES TRANSPORTATION & rUEL OFFICE SUPPLIES PICKUP TRUCKS AUTOM OBILE EXPENSE SUBTO TAL _ CIIECK TOTAL SALES TAX TOTAL 05/02/2001 04 01 PM --b 8 52 52 52 35 52 4 4 4 4 4 4 4 12 12 12 21 12 WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS M OS MOS MOS MOS MOS 0 0 0 0 0 0 0 0 0 0 0 0 0 600 600 700 700 700 0 0 0 0 0 0 0 0 0 0 0 0 0 7 200 7 200 8 400 14 700 8 400 45 900 3 000 1 500 900 1 500 1 250 500 3 000 1 250 1,100 550 1 500 550 550 0 0 0 0 0 24 000 78 000 46 800 78 000 43 750 26 000 12 000 5 000 4 400 2 200 6 000 2 200 2 200 0 0 0 0 0 330 550 -- 1 L- __ - 1 t SUB PRT&I TOTAL _� 0 V 0 0 0 0 10 555 34 304 V 20 583 34 304 _ _ 19 241 11 435 34 555 112 304 _ 67 383 112 304 _ T 62 991 37 435 _ _ 0 v 5 278 _ 17 278 0 2 199 7 199 0 1 935 6 335 0 968 3 168 0 2 639 _ y_ 8 639 _ 0 _ _ 968 _ 3 168 _ 968 3,168 0 0 7 200 0 0 7 200 0 8 400 f _ _ _ 0 „ 0 ` 14 700 0 0 8 400 0 145 376 521 826 521 826 _ 2 066 523 892 JAMES A CUMMINGS INC 1 VILLAGE Of KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJ M ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED MAY 4 2001 I ITEM I_ SECTION 1 00320 (SPIL) 01040 (SPIL) 01050 (SPIL) 01210 (SPIL) OBM LETTER NO SPEC NO SPEC 2 02050 (SPIL) -I DESCRIPTION ' ____ GENERAL CONDITIONS SEE WINDOW SOIL INVESTIGATION DATA REPORT BY K&B STRIP EXISTING 2 ONLY UNDER NEW BUILDING COORDINA TION DRA WINGS FIELD ENGINEERING FINAL PROPERTY SURVEY OWNER ALLOWANCES 1 ON SITE LANDSCA PING/SOD/IRRIGA TION ALL( 2 THE CITY OF MIAMI EMERGENCY RESPO NSE 3 BUILDING SECURITY SYSTEM & CCTV 4 TELECOM MUNICATIONS AND DATA SYSTEM S 5 M AGNETIC KEYING SYSTEM CONSTRUCTION PHOTOGRA PHS QUALITY CONTROL BY O WNER DEM OLITIO N REM OVALS AND RELOCATION 3 02220 (SPIL) EA RTHWORK 3 3 CLEARING & GRUBBING 3 4 STRIPPING 3 8 DISPOSE OF EXCESS MA TERIA LS 3 9 DEWA TERING(NO CO NC PLA CED IN WATER) 3 10 TESTING BY OWNER 3 11 PREPARA TION FOR TOPSOIL 02230 (OBM) SITE CLEARING 02310 (OBM) GRADING 02315 (OBM) EXCAVATION 02316 (OBM) FILL AND BACKFILL 02511 (SPIL) ASPHALTIC CONCRETE PAVING FIRE STATION MATERI AL __LAB OR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN GC S _I _ SUB i I 0 0 O 150 821 O 0 0 0 0 0 0 0 0 0 0 2 500 0 IN GCS O IN GCS 0 0 O 0 0 20 000 0 0 0 0 0 0 0 0 0 0 0 0 0 IN GCS IN GCS 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 152 313 0 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 0 0 0 O 0 0 0 0 0 T OTAL I 0 150 821 0 0 0 0 0 2 500 0 0 0 0 20 000 0 0 0 0 0 0 0 0 0 0 0 0 152 313 0 0 0 0 0 0 0 0 0 0 0 SUBCONTRACT ORS NAME J AC INCL IN SITEWORK INCL IN SITEWORK JAC IN GENERAL CONDITIONS IN GENER AL C ONDITIONS OWNER ALLOWANCE EMPTY RACEWAYS W/PULLSTRINGS ONLY NIC BY OWNER E MPTY RACEWAYS W/PULLSTRINGS ONLY NIC BY OWNER IN GENERAL C ONDITI ONS BY OWNER NONE SIIOWN/NONE INCLUDED MORA EN G /B ONDED INCL INCL INCL INCL BY OWNER INCL INCL INCL INCL INCL INCL TOTAL ARE A 25 238 SF I GRAND T OTAL I s/SF I O 0 00 150 821 5 98 O 0 00 0 0 00 0 0 00 0 0 00 0 0 00 2 500 0 10 0 0 00 O 0 00 O 0 00 O 0 00 20 000 0 79 0 0 00 O 0 00 0 0 00 O 0 00 O 0 00 0 0 00 0 0 00 O 0 00 O 0 00 O 0 00 0 0 00 O 0 00 152 313 6 04 0 0 00 0 0 00 O 0 00 O 0 00 0 0 00 O 0 00 0 0 00 O 0 00 O 0 00 0 0 00 O 0 00 05/03/2001 04 11 PM JAMES A CUMM INGS INC 1 VIl LAG[ OF KFY BISC AYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILL'S CANDELA D MJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DA TE M ARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOTAL AREA 25 238 SF 2 2 BASE COURSE LIMEROCK 8 0 0 0 0 INCL 0 0 00 2 3 PRIME & TACK COATS 0 0 0 0 INCL 0 0 00 2 4 ASPHALTIC CONCRETE 1 1/2 TYPE S 0 0 0 0 INCL 0 0 00 3 4 TESTING BY OWNER 0 0 0 0 BY OWNER 0 0 00 PATCH STREET AT NEW WATER & SEWER 0 0 4 000 4 000 JAC 4 000 0 16 02741 (OBM) BITUMINOUS CONCRETE PAVING 0 0 0 0 INCL 0 0 00 02513 (SPIL) PORTLAND CEMENT CONCRETE PAVING 0 0 0 0 INCL 0 0 00 2 1 BASE COURSE 12 STABILIZED SUB GRADE 0 0 0 0 INCL 0 0 00 2 2 CONCRETE 5650 PSI FLEX 0 0 0 0 INCL 0 0 00 2 3+4 JOINT SEA LER & EXP JT FILLER 0 0 0 0 INCL 0 0 00 3 4ASAWCUT EXP JOINTS 0 0 0 0 INCL 0 0 00 3 6TESTING BY O WNER 0 0 0 0 BY OWNER 0 0 00 02751 (OBM) PORTLAND CEMENT CONCRETE PAVING 0 0 0 0 INCL 0 0 00 02514 (SPIL) CONC SIDEWALKS CURBS & WHEEL STOPS 0 0 0 0 INCL (S W INCL IN C ONC) 0 0 00 3 3 PRECAST CONC WHEEL STOPS 0 0 0 0 INCL 0 0 00 3 4 TESTING BY OWNER 0 0 0 0 BY OWNER 0 0 00 02580 (SPIL) PAVEMENT MARKING 0 0 0 0 INCL 0 0 00 3 5 SPARE PAINT 0 0 0 0 INCL 0 0 00 SEE EARTHWO RK WINDOW 0 662 0 662 JAC HAND LABOR 1 066 0 04 SEE SITE CO NCRETE WINDOW 0 0 0 0 INCL IN CONCRETE 0 0 00 0 0 0 0 0 0 00 4 02517 SOLID INTERLOCKING CONCRETE PAVERS 0 0 0 0 IN SITE/INFR ASTRUCTURE W ORK 0 0 00 2 23 1/8 THICK KEY SHAPE & RECTANGULA R AT E[ 0 0 0 0 IN SITE/INFRASTRUCTURE WORK 0 0 00 2 3 EDGE RESTRAINTS 0 0 0 0 IN SITE/INFRASTRUCTURE WORK 0 0 00 2 4 SAND LA YING COURSE 0 0 0 0 IN SITE/INFRASTRUCTURE WORK 0 0 00 0 0 0 0 0 0 00 5 02222 (SPIL) EXCAVATION BA CKFILLING AND COMPA CTING I 0 0 0 0 INCL 0 0 00 3 5TESTING BY O WNER 0 0 0 0 INCL 0 0 00 02660 WATER DISTRIBUTIO N 0 0 24 700 24 700 MORA EN G /B ONDED 24 700 0 98 2 1A DUCTILE IRO N 0 0 0 0 INCL 0 0 00 2 6 FIRE HYDRA NTS 0 0 0 0 INCL 0 0 00 2 7A DISINFECTION 0 0 0 0 INCL 0 0 00 3 10 BACKFLOW PREVENTO RS & DDCV S 0 0 0 0 INCL 0 0 00 3 11 0 0 0 0 INCL 0 0 00 3 11 THRUST BLOCKS 0 0 0 0 INCL 0 0 00 3 12 TESTING BY CO NTRA CTOR 0 0 0 0 INCL 0 0 00 3 13+17 DISINFECTION & CONNECTION TO EXIST WATEF 0 0 0 0 INCL 0 0 00 02720 STORM DRAINAGE SYSTEM 0 0 108 707 108 707 MORA ENG /B ONDE D 108 707 4 31 05/03/2001 04 07 PM JAMES A CUMMINGS INC 2 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILL'S CANDELA D MJ M ARCHITECT OBM M IAMI INC GMP PROPOSAL DATE M ARCH 27 2001 REVISED APRIL 16 2001 FIRE ST ATION TOTAL AREA 25 238 SF 2 1C DRAINAGE WELL & DETENTION TANK 0 0 0 0 INCL 0 0 00 2 2 DRA INAGE STRUCTURES 0 0 0 0 INCL 0 0 00 2 3+4 BALLAST ROCK & PLASTIC FILTER FABRIC 0 0 0 0 INCL 0 0 00 2 5AREA DRAINS 0 0 0 0 INCL 0 0 00 3 4 DRAINAGE WELL 0 0 0 0 INCL 0 0 00 3 5 EXFILTRATION TRENCH 0 0 0 0 INCL 0 0 00 3 8 TESTING BY CONTRACTOR 0 0 0 0 INCL 0 0 00 02731 SANITARY SEWER SYSTEM s 0 0 7 200 7 200 MOR A ENG /BONDE D 7 200 0 29 2 1 PIPE FITTINGS & MA NHOLES 0 0 0 0 INCL 0 0 00 3 6 TESTING & INSPECTION BY CONTRACTOR 0 0 0 0 1NCL 0 0 00 0 0 0 0 0 0 00 6 02361 (OBM) SOIL TREATM ENT FOR TERMITE CONTROL 0 0 0 0 INCL IN CONCRETE 0 0 00 1 7 WARRANTY = 5 YEARS 0 0 0 0 INCL IN CONCRETE 0 0 00 0 0 0 0 0 0 00 7 02825 (OBM) CANTILEVERED SLIDE GATE 0 0 8 508 8 508 TROPIC 8 508 0 34 3 01 COM PLETE SYSTEM W/REM OTE & M ANUA L OPEI 0 0 0 0 INCL 0 0 00 NO SPEC CHAIN LINK FENCING 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 8 02923 (OBM) SODDING 0 0 0 0 SEE OWNER ALLOWANCE 0 0 00 2 01A CERTIFIED TURFGRASS ST AUGUSTINE OR KEN 0 0 0 0 SEE OWNER ALLOWANCE 0 0 00 2 02APLASTIC EDGING 0 0 0 0 SEE OWNER ALLOWANCE 0 0 00 0 0 0 0 0 0 00 9 03300 (SPIL) CAST IN PLA CE CO NCRETE 0 0 645 361 645 361 AREDA/BONDED 645 361 25 57 03300 (OBM) CAST IN PLA CE CONCRETE 0 0 0 0 INCL 0 0 00 CONCRETE FORM S AND ACCESSORIES 0 0 0 0 INCL 0 0 00 2 4A DOVETAIL ANCHO R SLOTS 0 0 0 0 INCL 0 0 00 2 4B+C WATERSTOPS 0 0 0 0 INCL 0 0 00 2 4D SAND CUSHION 0 0 0 0 INCL 0 0 00 2 dE (SPIL) VA POR BARRIER 6 MIL 0 0 0 0 INCL 0 0 00 2 05C+D(OBM) VAPOR RETA RDER 16 M IL AND 3 5 MIL SPECIAL 0 0 0 0 INCL 0 0 00 2 4F CHEMICAL CURING COMPO UND 0 0 0 0 INCL 0 0 00 2 4H FLOOR HARDENING COMPOUND AT A LL EXPOS! 0 0 0 0 INCL 0 0 00 SEE CONCRETE FORM WORK WINDOW 0 0 0 0 INCL 0 0 00 EXPANSION AND CONTRACTION JOINTS 0 0 0 0 INCL 0 0 00 SEE CONCRETE MATERIAL WINDO W 0 0 0 0 INCL 0 0 00 CONCRETE FINISHING 0 0 0 0 INCL 0 0 00 3 10 SLAB FINISHES TOLERA NCES(TROWEL FF20 & F 0 0 0 0 INCL 0 0 00 SEE CONCRETE FINISHES WINDO W 500 500 0 1 000 JAC CONCRETE SEALER 1 338 0 05 05/03/2001 04 07 PM JAM ES A CUMM ING S INC 3 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION T OTAL AREA 25 238 SF CONCRETE CURING 0 0 0 0 INCL 0 0 00 3 12 M OIST CURE SLABS 0 0 0 0 INCL 0 0 00 3 12F CURING COMPOUND AT EXPOSED INT /EXT SLA 0 0 0 0 INCI 0 0 00 DEWATERING 2 352 3 840 6 765 12 957 JAC 15 455 0 61 03051 (OBM) CONCRETE COLOR ADDITIVE 0 0 0 0 INCL IN CONC ONLY AT THE ENTRANCES 0 0 00 0 0 0 0 0 0 00 10 03200 (OBM) CONCRETE REINFORCEMENT NON STRUCTURA 0 0 0 0 INCL IN CONCRETE 0 0 00 EPDXY AND GALV REBAR IS NOT INCLUD€D 0 0 0 0 INCL IN CONCRETE 0 0 00 WELDED WIRE M ESH MATERIAL 0 0 0 0 INCL IN CONCRETE 0 0 00 REBAR MATERIAL 0 0 0 0 INCL IN CONCRETE 0 0 00 WELDED WIRE M ESH LA BOR 0 0 0 0 INCL IN C ONCRETE 0 0 00 REBAR LABOR 0 0 0 0 INCL IN CONCRETE 0 0 00 SUPPORTS ON GRADE 0 0 0 0 INCL IN CONCRETE 0 0 00 0 0 0 0 0 0 00 11 03410(SPIL) STRUCTURA L PRECAST PRESTRESSED CONCRE 0 0 29 580 29 580 PCl/BONDED 29 580 1 17 1 4A DESIGN OF PRECAST JOISTS & SOFFIT BEAM S 0 0 0 0 INCL 0 0 00 03451 (OBM) ARCHITECTURAL PRECAST CONCRETE 0 0 0 0 NOT INCL STANDARD PRECAST JOISTS INCL 0 0 00 0 0 0 0 0 0 00 12 04810 (OBM) UNIT M ASO NRY ASSEM BLIES 0 0 0 0 INCL IN C ONCRETE 0 0 00 1 06 M OCKUP 0 0 0 0 INCL IN CONCRETE 0 0 00 2 02C PIGMENTED MORTAR 0 0 0 0 INCL IN CONCRETE 0 0 00 2 06 LINTELS 0 0 0 0 INCL IN CONCRETE 0 0 00 2 07C GROUT 0 0 0 0 INCL IN CONCRETE 0 0 00 04720 (OBM) ARCHITECTURAL CAST STO NE NO T INCL SEE 0 0 0 0 NOT INCL /SUBSTITUTE STUCCO 0 0 00 ARCH CAST STONE SEAT TOPS ( 3 EACH X 12) 0 0 5 400 5 400 JAC 0 $150/FT 5 400 0 21 3 02C SEA LANTS 0 0 0 0 0 0 00 0 0 0 0 0 0 00 13 05500 (SPIL) METAL FABRICATIONS 0 0 143 000 143 000 DIXIE/BONDED 143 000 5 67 2 5 GROUT 0 0 0 0 IN C ONCRETE 0 0 00 2 6 CONCRETE FILL 0 0 0 0 IN C ONCRETE 0 0 00 2 8 STEEL VERTICAL LADDERS 0 0 0 0 INCL 0 0 00 2 9 LOOSE BEARING AND LEVELING PLATES 0 0 0 0 INCL 0 0 00 2 10 LOOSE STEEL LINTELS 0 0 0 0 INCL 0 0 00 2 11 M ISC FRAM ING & SUPPORTS 0 0 0 0 INCL 0 0 00 2 12 M ISC STEEL TRIM 0 0 0 0 INCL 0 0 00 2 13 CA ST NOSINGS FOR CONC & M ETAL PAN STAIR 0 0 3 300 3 300 INCL 3 300 0 13 2 14 PIPE BOLLARDS 0 0 0 0 INCL 0 0 00 2 15 STEEL SUPPORTS FO R V ANITIES 0 0 0 0 INCL 0 0 00 05/03/2001 04 07 PM JAM ES A CUMM INGS INC 4 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILL'S CANDELA D MJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 RE VISED APRIL 16 2001 2 16 ELEV PIT SUMP GRATING AND FRAME 3 7TOUCH UP PAINTING & G ALVANIZING 05510 (SPIL) METAL STAIRS ( NONE IN FIRE STATI ON) 2 1 METAL PAN STAIRS & LANDINGS 2 3 S S FASTENERS 3 4 FEILD TOUCH UP 3 5 CONCRETE FILL 05520 (OBM) HANDRAILS & RAILINGS (EXT = ALUM INT = ST 2 01 ORNAMENTAL ALUMINUM RAILING SYSTEMS 05700 (OBM) ORNAMENTAL METAL 2 01 M ANUF = ARCHITECTURAL GRILLE 05715 (OBM ) PREFABRICATED SPIRA L STAIRS 2 03 ALUM SHO P PAINTED DRWGS (OBM) STAIN STEEL SLIDING POLE DRWGS (OBM) 24" HIGH DUCTILE IRON WHEELGUARDS DRWGS (OBM) ALTERNATING TREAD STEEL STAIR (SHIPS LADE CHANGEIII CHA NGE CO NC STAIRS TO META L PAN CO NC 1 14 06100 (OBM) ROUGH CARPENTRY SEE WINDOW 06130 (SPIL) CARPENTRY(STRUCTURAL M EM BERS ONLY) 06173 (OBM) PLATE CONNECTED WOOD TRUSSES 15 06414 (OBM ) CABINET DRAWER SLIDES & CA BINET ACCESSO DORM ROOM M ILLWORK (12 EACH) 16 07130 (OBM) SHEET WATERPROOFING 1 06 WARRANTY = 5 YEARS 07131 (OBM) SHOWER PAN LINER 1 06 WARRANTY = 5 YEARS 3 03 TESTING 07900 (OBM) JOINT SEALERS 1 05 WARRANTY = 5 YEARS 16 07212 (OBM) BO ARD AND BATT INSULATION POLY WALL INSULATION BOARD 1 THICK BATT INSULATION R19 CEIL = 6 1/2 WALLS = 3 DRWGS (OBM) R19 CEILING INSUL FOIL BA CKED FIRE STATION O 0 0 o o 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 15703 17371 0 0 0 0 0 0 105 936 4 320 5 075 28 740 0 0 0 0 0 81 358 O 0 0 O 0 0 0 0 12 000 0 0 0 0 0 1 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 INCL O INCL O INCL O INCL 0 INCL 0 INCL 0 IN CONCRETE 0 INCL 0 INCL 0 INCL O INCL O INCL O INCL 0 INCL 0 INCL 0 INCL O CHAN GES FRO M BUILDTEC & DIXIE 0 33 074 JAC 0 105 936 MARK STEVEN CONSTR 38 135 CUST OM DESIGN/J AC 0 81 358 "ONTE MPORARY DESIGN C ONCEPTS/BONDED O NIC BY OWNER 0 12 000 METRO 0 INCL 1 000 JAC WAG O INCL O INCL 0 INCL 0 INCL 0 0 INCL IN DRYWALL 0 INCL IN DRYWALL O INCL IN DRYWALL O INCL IN DRYWALL TOTAL AREA 25 238 SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 703 0 105 936 41 515 0 81 358 0 0 12 000 0 1 000 0 0 0 0 0 0 0 0 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 1 77 0 00 4 20 1 64 0 00 3 22 0 00 0 00 0 48 0 00 0 04 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 05/03/2001 04 07 PM JAMES A CUMM INGS INC 5 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE ST ATI ON TOTAL AREA 25 238 SF 0 0 0 0 0 0 00 17 07411 (OBM ) GALVALUM E ROOF PANELS 0 0 68 000 68 000 MET R OOFING/BONDED 68 000 2 69 1 07 WARRANTY = 20 5 YEARS 0 0 0 0 INCL 0 0 00 2 02 ALUM ZINC ALLOY COATED 26 GA W/CLEAR ACI 0 0 0 0 INCL 0 0 00 DRWGS (OBM) 24 GA. PREFO RM ED 1" INTEGRAL ST AND SEA M 0 0 0 0 INCL 0 0 00 07620 (OBM) SHEET M ETAL FLASHING AND TRIM 0 0 0 0 INCL 0 0 00 2 01 STAINLESS STEEL 0 0 0 0 INCL 0 0 00 DRWGS (OBM ) S S GUTTERS AND DOWNSPO UTS v 0 0 0 0 INCL 0 0 00 DRWGS (OBM) S S SCUPPERS 0 0 0 0 INCL 0 0 00 07552 (SPIL) SBS M OD BITUMINO US MEMBRANE ROOFING 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 18 NO SPEC FIRESTOPPING 0 0 1 500 1 500 J AC 1 500 0 06 MECH & ELEC FIRESTO PPING BY DIV 15 & 16 0 0 0 0 IN MECH & ELEC 0 0 00 0 0 0 0 0 0 00 19 08111 (OBM) STA NDA RD STEEL DOO RS 271 2 675 79 794 82 740 FARREY S 84 391 3 34 08112 (OBM) STA NDARD STEEL FR AMES 0 0 0 0 INCL 0 0 00 08211 (OBM) FLUSH WOO D DOORS 0 3 720 0 3 720 INCL 5 992 0 24 1 07 WARRANTY LIFE OF INSTALLATIO N 0 0 0 0 INCL 0 0 00 2 02 SOLID CORE WOOD DOORS 0 0 0 0 INCL 0 0 00 2 03 FIRE RATED WOOD DOO RS 0 0 0 0 INCL 0 0 00 2 04 CHERRY VENEER W/SLIP MATCHED GRAIN TRA 1• 0 0 0 0 INCL 0 0 00 2 05+6 FACTORY FIT MA CHINE & FINISH 0 0 0 0 INCL 0 0 00 08710 (O BM) DOOR HARDWARE (POLISHED S S) 0 3 520 0 3 520 INCL 5 670 0 22 2 1A8 SLIDING POCKET DOO R SETS 0 0 0 0 INCL 0 0 00 2 1Al2 BIFOLDING DOOR HA RDWARE 0 0 0 0 INCL 0 0 00 3 03D CONTINUED SERVICE & WARRANTY (A T 6 MO NTI 0 0 0 0 INCL 0 0 00 NO SPEC(OBM ) CARD KEY ACCESS SYSTEM 0 0 0 0 NIC BY OWNER 0 0 00 0 0 0 0 0 0 00 20 08305 (SPIL) ACCESS DOORS 0 0 500 500 JAC 500 0 02 08335 (OBM) ROLL UP HUR RICANE SHUTTERS 0 0 62 608 62 608 B&B ROLLING DO OR 62 608 2 48 2 02 ALUMINUM CURTAINS 0 0 0 0 INCL 0 0 00 2 02E MANUAL CRANK 0 0 0 0 INCL 0 0 00 08360 (OBM) OVERHEAD SECTIONA L DOORS 0 0 0 0 INCL 0 0 00 1 OT WARRA NTY = 5 YEARS 0 0 0 0 INCL 0 0 00 2 02ABAKED ENAMEL ON STEEL DO ORS ELECTRIC 0 0 0 0 INCL 0 0 00 2 03 GLAZED ALUM DO ORS ELECTRIC 0 0 0 0 INCL 0 0 00 2 05H INTERCONNECTIO N TO SECURITY SYSTEM 0 0 0 0 INCL 0 0 00 2 051 RADIO CONTROLLED ANTENNA DETECTOR 0 0 0 0 INCL 0 0 00 05/03/2001 04 07 PM JAMES A CUMMINGS INC 6 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A D MJ M ARCHITECT O BM M IAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOTAL AREA 25 238 SF 2 05J LOOP DETECTOR & TRE ADLE 0 0 0 0 INCL 0 0 00 2 05K HAND HELD TRANSMITTER 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 21 08410 (OBM ) METAL FRAM ED STOREFRONTS 0 0 124 440 124 440 CHEROKEE/BONDED 124 440 4 93 COMPLY W/ M IAM I DADE COUNTY PRODUCT APF 0 0 0 0 INCL 0 0 00 2 02 ALUM FRAM ED STOREFRONTS AND DO ORS 0 0 0 0 INCL 0 0 00 2 03F EXTERIOR GLASS = SOLEX GREEN 0 0 0 0 INCL 0 0 00 2 03E SEALA NTS • 0 0 0 0 INCL 0 0 00 2 04 ALUM FINISH CLEA R ANODIZED 0 0 0 0 VER SATIN ANODIZED OR WHITE/BRONZE ESP 0 0 00 2 05 HARDWARE 0 0 0 0 INCL 0 0 00 08520 (OBM ) ALUMINUM WINDO WS 0 0 0 0 INCL 0 0 00 1 04B COMPLY W/ M IAM I DADE CO UNTY PRODUCT APF 0 0 0 0 INCL 0 0 00 1 09 WARRA NTIES VARIOUS 0 0 0 0 INCL 0 0 00 2 02B EXTERIOR GLASS s SOLEX GREEN 0 0 0 0 INCL 0 0 00 2 02B ALUM FINISH CLEAR ANODIZED 0 0 0 0 VER SATIN ANODIZED OR WHITE/BRONZE ESP 0 0 00 2 03A INSECT SCREENS 0 0 0 0 INCL 0 0 00 3 04 TESTING 0 0 0 0 INCL 0 0 00 08800 (OBM ) GLAZING 0 0 0 0 INCL 0 0 00 1 07 WARRANTY = 5 YEARS 0 0 0 0 INCL 0 0 00 08620 (OBM ) UNIT SKYLIGHT 0 400 694 1 094 FAULKNER PLASTICS 1 338 0 05 0 0 0 0 0 0 00 0 0 0 0 0 0 00 22 09220 (OBM ) PORTLAND CEM ENT PLA STER 0 0 387 965 387 965 B&B INTERIORS 387 965 15 37 09260 (OBM ) GYPSUM BOARD ASSEMBLIES 0 0 0 0 INCL 0 0 00 CHA NGE CAST STONE WAINSCOAT TO STUCCO 0 0 0 0 INCL 0 0 00 CHANGE CAST STONE BANDS TO EIFS W/SIM ST 0 0 0 0 INCL 0 0 00 ADD FOR BUIDLING LETTERS (51 EA) & SIGN BAI 4 300 3 030 0 7 330 JAC (51LETTERS @ $100/EA BAND @ $100/FT) 9 460 0 37 2 03C TILE BACKER CEM ENT BOARD 0 0 0 0 INCL 0 0 00 2 03D GYPSUM ROOF BOARD 0 0 0 0 INCL 0 0 00 2 03A+B ACOUSTIC INSULATIO N & SEALANT 0 0 0 0 INCL 0 0 00 3 02 SHAFT WA LL 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 23 09300 (OBM) TILE 0 0 100 980 100 980 CENTURY TILE/BONDED 100 980 4 00 1 06 MOCKUPS 0 0 0 0 INCL 0 0 00 1 09 EXTRA STOCK 0 0 0 0 INCL 0 0 00 2 01A+B PORCELAIN MOSAIC FLOOR & WALL TILE 0 0 0 0 C31 REIGE UNPOL 12X12 PORCEALTO BY D AL 0 0 00 2 03B+C GROUT LATEX CEMENT & SILICONE RUBBER T 0 0 0 0 INCL 0 0 00 2 04A WATERPROOFING M EMBRANE 0 0 0 0 INCL 0 0 00 05/03/2001 04 07 PM JAMES A CUMMINGS INC 7 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 2 04B CEM ENTITIOUS BACKER BOARD 2 04C MARBLE THRESHOLDS 24 09511 (OBM) SUSPENDED ACOUSTICAL CEILINGS (2 X 2 X 5/f ARM STRONG FINE FISSURED #1821 1 06 EXTRA STOCK 2 01C NRC 0 55 TO 0 65 2 02C GRID 15/16 "i 3 02H HOLD DOWN CLIPS 25 09650 (OBM) RESILIENT FLOO RING 2 01 VCT FLOORING 2 02 RUBBER STAIR TREA DS 2 03 RESILIENT BASE 09622 (OBM) RUBBER RECREATIONA L & ATHLETIC FLOORINC 2 01 MANUF = PAWLING 09680 (OBM) CARPET M AJOR FLOOR PATCH 26 09900 (OBM ) PAINTS A ND COATINGS 1 09 EXTRA STOCK 3 05C PA INT EXPOSED PIPES & CONDUITS 27 09446 (OBM) RESINOUS FLOOR SYSTEM 1 11 WARRANTY is 5 YEA RS 28 DIV 10 MISC SPECIA LTIES 10100 (OBM) VISUAL DISPLAY BOARDS 10160 (OBM) M ETAL TOILET COMPARTM ENTS 1 04 BAKED ENAMEL STEEL CO MPARTM ENTS 1 02A FLOOR MOUNTED UNBRACED 10165 (OBM) PLA STIC LAMINATE TOILET COMPARTMENTS 2 03 FLOOR M OUNTED UNBRA CED 10210 (OBM) WALL LOUVERS 2 02 CLEAR ANODIZED FINISH 10350 (OBM) FLAGPOLES RFI#1 ONE EACH 45 FOOT 10445 (O BM) DO OR AND ROOM SIGNS FIRE ST ATION 0 0 0 0 0 0 0 0 O 0 0 0 0 0 9 410 9 410 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 31950 31950 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 200 1 200 0 2 400 O 0 0 0 0 0 63 422 63 422 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 750 12 750 0 0 0 0 O 0 0 0 0 0 0 0 O 0 1 050 1 050 0 0 0 0 O 0 0 0 O 0 0 0 0 0 2 773 2 773 O 0 0 0 0 1 000 14 800 15 800 O 0 0 0 O 0 0 0 O 0 0 0 O 0 6 000 6 000 INCL INCL C OUSTIC GLO/N OT BONDED INCL INCL INCL INCL INCL WILLIAMS INCL NOT INCLUDED INCL INCL INCL INCL JAC R&UBONDED INCL INCL DURAB OND INCL TACKBOARDS ONLY N ONE SH OWN/NONE INCL NONE SHOWN/NONE INCL NONE SHOWN/NONE INCL MULTILINE INCL GC BLDG PROD /JAC INCL NIC BY OWNER INCL ALLOWANCE T OTAL AREA 25 238 SF 0 0 0 9 410 0 0 0 0 0 0 31 950 0 0 0 0 0 0 3 211 0 63 422 0 0 0 12 750 0 0 0 1 050 0 0 0 2 773 0 16 411 0 0 0 6 000 0 00 0 00 0 00 0 37 0 00 0 00 0 00 0 00 0 00 0 00 1 27 0 00 0 00 0 00 0 00 0 00 0 00 0 13 0 00 251 0 00 0 00 0 00 051 0 00 0 00 0 00 0 04 0 00 0 00 0 00 0 11 0 00 0 65 0 00 0 00 0 00 0 24 05/03/2001 04 07 PM JAM ES A CUM MINGS INC 8 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDEL A DMJM ARCHITECT OBM MIAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOTAL AREA 25 238 SF 10500 (OBM) LOCKERS 0 0 0 0 NIC BY OWNER 0 0 00 1 02 TURNOUT GEAR UNITS 0 0 0 0 INCL 0 0 00 2 02 HIGH PRESSURE LAMINATE 0 0 0 0 INCL 0 0 00 10521 (OBM) FIRE EXTINGUISHERS CABINETS & ACCESS ORII 0 0 770 770 TRIANGLE 770 0 03 10670 (OBM) STORAGE SHELVING 0 0 1 500 1 500 CLOSET MAID 1 500 0 06 2 02 VINYL COATED VENTILATED SHELVING 0 0 0 0 INCL 0 0 00 10800 (OBM) TOILET BATH & LA UDRY A CCESSORIES 0 0 9 153 9 153 ELECHS 9 153 0 36 10991 (SPIL) MISC SPECIALTIES •, 0 0 0 0 0 0 00 2 1 LOUVERED SHUTTERS (ALUM) 0 0 0 0 INCL IN LOUVERS 0 0 00 2 1B ALUM FINISH FLUORO POLYM ER 2 COAT 0 0 0 0 INCL IN L OUVERS 0 0 00 2 2 GABLE VENTS 0 0 0 0 INCL IN ROOFING 0 0 00 DRWGS (OBM) S S COUNTER SHELVES BACKSPLA SH+ WIRE ? 0 0 0 0 INCL IN MILLWORK 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 29 DIV 11 EQUIPMENT 0 0 0 0 0 0 00 NO SPEC(OBM) PROJECTION SCREENS 0 0 3 486 3 486 ALL SPEC SALES 3 486 0 14 NO SPEC(OBM) VIDEO PROJECTION PRODUCTS NIC 0 0 0 0 NOT INCLUDED 0 0 00 11450 (OBM) RESIDENTIA L EQUIPMENT 0 0 5 000 5 000 OWNER ALLOWANCE 5 000 0 20 2 OA ELECTRIC RANGE 0 0 0 0 INCL 0 0 00 2 OB MICROWAVE 0 0 0 0 INCL 0 0 00 2 01C RA NGE HOOD 0 0 0 0 INCL 0 0 00 2 01D SIDE BY SIDE REFRIGERATOR 0 0 0 0 INCL 0 0 00 2 01E CLOTHES WASHER 0 0 0 0 INCL 0 0 00 2 01F CLOTHES DRYER 0 0 0 0 INCL 0 0 00 NO SPEC (OBM) HOSE DRYERS NIC 0 0 0 0 NIC BY OWNER 0 0 00 NO SPEC (OBM) HOSE WASHERS NIC 0 0 0 0 NIC BY OWNER 0 0 00 NO SPEC (OBM ) HOSE RACKS & TA BLES NIC 0 0 0 0 NIC BY OWNER 0 0 00 OBM LETTER HOSE RACK A LLO WANCE ($4 000) 0 0 0 0 NIC BY OWNER 0 0 00 NO SPEC (OBM) TRASH COMPACTOR NIC 0 0 0 0 INCL IN RESIDENTIAL APPLIANCES 0 0 00 NO SPEC (OBM) MOBILE TA BLES AND SEATING SYSTEMS NIC 0 0 0 0 NIC BY OWNER 0 0 00 NO SPEC (OBM ) BEDS WALLBEDS & SLEEPERS 0 0 0 0 NIC BY OWNER 0 0 00 0 0 0 0 0 0 00 11457 (OBM) TV ACCESSORIES 0 0 2 242 2 242 MULTILINE 2 242 0 09 2 03 WALL MOUNTED TV SHELF 0 0 0 0 INCL 0 0 00 0 0 0 0 0 0 00 30 NO SPEC (OBM \ SHA DES 0 0 0 0 NIC BY OWNER 0 0 00 0 0 0 0 0 0 00 31 14200 (OBM) ELEVATORS 0 0 109 344 109 344 OTIS 109 344 4 33 05/03/2001 04 07 PM JAM ES A CUMM INGS INC 9 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM M IAMI INC GMP PROPOSAL DATE M ARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION WARRA NTY= 5 YEARS 14201 (OBM) PASSENGER ELEVATORS 1 07 MAINT SERVICE as 12 MONTHS 2 02 HOLELESS HYDRAULIC 2 02 PASSENGER 3000 LBS 125 FPM 32 DIV 15 15010 (OBM) 15191 (SPIL) 01650 (OBM) NO SPEC M ECHANICAL COORDINATION DRAWINGS a FUEL OIL PIPING TESTING AND BALANCING BY GC/ BY MECH VIII HVAC PLUMBING FIRE PROTECTION 33 DIV 16 ELECTRICAL LIGHTNING PROTECTION SYSTEM FIRE ALA RM NO SPEC FIRST IN FIRE STATION CONTROL SYSTEM S SUBTOTAL CHECK SUBTO TA L SALES TAX 6 50/ LABOR BURDEN SUBTOTAL OWNER S PROTECTIVE LIABILITY INSURANCE BUILDER S RISK INSURANCE PERMITS PERFORMA NCE BOND 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 130 950 130 950 0 0 125 950 125 950 O 0 58100 58100 O 0 0 0 O 0 341 076 341 076 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 0_ _ _ 0 28 646 42 993 3 297 397 3 369 036 3 369 036 1 862 26 256 3 397 153 0 88 000 35 000 42 000 05/03/2001 04 07 PM JAM ES A CUMM INGS INC INCL INCL INCL INCL INCL INCL BY MECH THER MAUCOLTEC/B ONDED ROGERS/BONDED FRANCIS/BONDED FISK ELECTRIC INCL NIC BY OWNER OWNER ALLOW ANCE T OT AL AREA 25 238 SF 0 0 0 0 0 0 0 0 0 0 130 950 125 950 58 100 0 341 076 0 0 0 0 0 0 0 0 0 3 397 153 3 397 153 0 88 000 35 000 42 000 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 5 19 4 99 2 30 0 00 i3 51 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 134 60 0 00 0 00 0 00 0 00 0 00 0 00 0 00 134 60 0 00 0 00 3 49 1 39 1 66 10 VILLAGE OF KEY BISCAYNE VILLAGE OF KEY BISCAYNE FIRE STATION ARCHITECT SPILLIS CANDELA DMJM ARCHITECT OBM M IAMI INC GMP PROPOSAL DATE MARCH 27 2001 REVISED APRIL 16 2001 FIRE STATION TOT AI AREA 25 238 SF 0 00 SUBT OTAL 3 562 153 3 562 153 141 14 0 00 DESIGN PHASE FEE NOT INCL NOT INCL 0 00 CONSTRUCTION PHASE FEE 209 557 209 557 8 30 0 00 SUBTOTAL 3 771 710 3 771 710 149 45 1 000 CONSTRUCTION CONTINGENCY 75 000 75 000 2 97 0 00 SUBTOTAL 3 846 710 3 846 710 15242 0 00 OVERHEAD & PROFIT 173 102 173 102 6 86 0 00 TOTAL 4 019 812 4 019 812 159 28 0 00 OWNER SA LES TAX SAVINGS PROGRAM (60 297) (60 297) (2 39) 0 00 SUBTOTAL 3 959 515 3 959 515 156 89 0 00 OWNER S CONTINGENCY 108 851 108 851 4 65 0 00 TOTAL GUARA NTEED MAXIMUM PRICE INCLUDING CONTINGENCY 4 068 366 4 068 366 161 20 BUDGET UNIT PRICE is $155 + 4 / CONTINGENCY a $161 20/SF 05/03/2001 04 07 PM JAMES A CUMMINGS INC 11 1 3 i 1 VILLAGE OF KEY BISCAYNE GENERAL CONDITIONS FLO RIDA DEPART MFN 1 01 MANAGEMEN 1 SERVICES VIL1 AG E or )(CY 13ISCAYNF PROJEC r it VKB 90069000 FIRE STATION ADMINISTRATION & POLICE STATI ON DATE MARCH 27 2001 REVISED APRIL 9 2001 DESCRIPTION QUAN I ITY UNITS U P MATERI AL U P LAB OR U P SUB PRT&1 TOTAL I AYOU1 20 WKS 50 1 000 700 14 000 0 8 550 23 550 SURVEYS 1 LS 0 0 0 0 56 300 0 56 300 TEMP BUILDING 12 MOS 400 4 800 0 500 2 500 305 8 105 ARCH TEMP O FFICE NO T REQ MOS 400 0 0 0 0 0 0 TEMP FENCING BY OWNER LS 0 0 0 0 0 0 0 0 TEM P COVERED WALKWAYS NO T REQ LF 0 0 0 0 30 0 0 0 TEMP ROADS IN SITE LS 0 0 0 0 5 000 0 0 0 HOUSING RENTAL 0 0 0 0 0 0 0 0 MOVING EXPENSES 0 0 0 0 0 0 0 0 PER DIEM EXPENSES 0 0 0 0 0 0 0 0 TELEPHONE CHARG ES SEE C P FEE 0 0 0 0 0 0 0 PO WER CO CIIARGCS 12 MO S 450 5 400 0 0 0 0 5 400 DROPS 2 LS 0 0 0 0 3 000 6 000 0 6 000 NATURAL GAS CHARGES 0 0 0 0 0 0 0 0 UTIL COSTS TEST 5 MO S 10000 50 000 0 0 0 0 50 000 TEMP ELECTRICAL 0 MO S 0 0 0 0 0 0 0 TMP PLUMBING 90 EACH 65 5 850 0 0 3 000 0 8 850 DRINK WATER&ICE 52 WKS 100 5 200 0 0 0 0 5 200 TRANSPORT & FUEL SEE C P FEE 0 0 0 0 0 0 0 BARRICADES SLABS 2 LS 1000 2 000 0 0 0 0 2 000 BARRICADES M ISC 2 LS 500 1 000 0 0 0 0 1 000 I3ARR STRFC T& PED 2 LS 1000 2 000 0 0 0 0 2 000 1 EMP LADD & S1 AIR 0 0 0 0 0 0 0 0 PROGRESS PHOTOS 12 MOS 200 2 400 0 0 0 0 2 400 OFFICE SUPPLIES SEE C P FEE 0 0 0 0 0 0 0 AS BUILT DRAWINGS 1 LS 0 0 0 0 5 000 0 5 000 EXTRA DRAWINGS 1 LS 0 0 0 0 15 000 0 15 000 COMPUTERS PRINTER & SOFTWARE 1 LS 0 0 0 0 6 000 0 6 000 FINA1 CLEANING BUILDING 64 000 SF 0 0 0 0 0 15 9 600 0 9 600 DAILY CLEA N UP 52 WKS 50 2 600 900 46 800 0 28 581 77 981 1 RASI I REM DUMPST 200 l O ADS 0 0 0 0 300 60 000 0 60 000 SU M T OTAL 23 615 56 300 8 417 0 0 0 0 0 0 0 0 5 751 6 000 0 53 250 0 9 230 5 538 0 2 130 1 065 2 130 0 2 556 0 5 000 15 000 6 000 9 G00 78 150 60 000 05/02/2001 03 59 PM JAMES A CUMMINGS INC 1 1 3 3 1 VILLAGE OF KEY f3ISCAYNE GENERAL CONDITIONS 1'LORIDA DCPAR 1 MCN1 or MANAGE MEN I SFRVICLS VILLAGE OF KEY BISCAYNE PRO JECT # VKB 98069000 I -IRE STATION ADMINISTRATION & POLICE ST ATION DATE MARCH 27 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MAl ERI AL U P LABOR U P SUB PRT&I TOT AL 1 RASI I C11U I ES NOl REQ MOS 750 0 325 0 0 0 0 FIRE PRO TECTIO N 2 LS 500 1 000 0 0 0 0 1 000 TEMP WAl CR PROT 0 0 0 0 0 0 0 0 IIURRICANE PROTECT 0 0 0 0 0 0 0 0 IFM P HEAT & COOT 0 0 0 0 0 0 0 0 WATCHM AN SERVICES NOT REQ WKS 0 0 0 0 1 230 0 0 0 BUILDERS RISK INS IN MAIN LS 0 0 0 0 0 0 0 GENERAL LIABILITY INSURANCE 0 0 0 0 0 0 0 0 BREAKAGE WINDO W 0 0 0 0 0 0 0 0 DAMA GE MATERIALS 0 0 0 0 0 0 0 0 STOLEN MATERIALS 0 0 0 0 0 0 0 0 OSHA FINES 0 0 0 0 0 0 0 0 ENVIRON CONTROLS 0 0 0 0 0 0 0 0 PRO JECT MANAGER SEE C P FEE 0 0 0 0 0 0 0 ASS T ENGINEER SEE C P FEE 0 0 0 0 0 0 0 GENERAL SUPER SEE C P FEE 0 0 0 0 0 0 0 ASS T SUPERINT SEE C P FEE 0 0 0 0 0 0 0 FIELD ENGINEER SEE C P FEE 0 0 0 0 0 0 0 COST A CCOUNTANT SEE C P FEE 0 0 0 0 0 0 0 TIMEKEEPER SEE C P FEE 0 0 0 0 0 0 0 SECRETARY SEE C P FEE 0 0 0 0 0 0 0 MESSENGERS 0 0 0 0 0 0 0 0 M ATERIA L HOISTS 0 0 0 0 0 0 0 0 RENTAL 0 MOS 0 0 0 0 0 0 0 ERECT & DISMANTLE 0 LS 0 0 0 0 0 0 0 f RCIG111' 11 LS 0 0 (1 0 0 0 0 1 Ul L & Oil 0 WKS 0 0 0 0 0 0 0 PLAT FO RM & GATES 0 LS 0 0 0 0 0 0 0 110 1S1 OPERATORS 0 WKS 0 0 0 0 0 0 0 PCRM ANCNI rLCVA 1 ORS MOS 0 0 0 0 400 0 0 0 TEMP MAINT COSTS 0 0 0 0 0 0 0 0 OPERATORS 0 0 0 0 0 0 0 0 PROTECT ELEV CABS 3 LS 500 1 500 500 1 500 0 916 3 91G TRUCK GRANF RENT 80 HRS 0 0 0 0 85 6 800 0 6 800 1 RU( I( ( RANG OPCR 0 0 0 0 0 0 0 0 1 RU( I( CRAW 1 UCL 0 0 0 0 0 0 0 0 SU M TOTAL 0 1 065 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 014 6 800 0 0 01)/020001 03 59 PM JAMES A CUMMINGS INC 2 3 5..._.J J VILLAGE OF KEY BISCAYNE GENERAL CONDITIONS FLORIDA DEPART MCNT or M ANA GEMENT SERVICES VILLAGE OF KEY BISCAYNE PRO JECT # VKB 98069000 FIRE STATION ADMINISTRATION & P OLICE STATION DATE MARCH 27 2001 REVISED APRIL 9 2001 DESCRIPTION QUANTITY UNITS U P MATERIAL U P LABOR U P SUB PRT&I TOTAL TO WER CRANE RENT 0 0 0 0 0 0 0 0 TOWER CRANE ERECT 0 0 0 0 0 0 0 0 TOWER CRANE DISMNTL 0 0 0 0 0 0 0 0 TOWER CRANE OPER 0 0 0 0 0 0 0 0 FOUNDATION PAD 0 0 0 0 0 0 0 0 ENGINEER STRUCT 0 0 0 0 0 0 0 0 JUMP CRANE 0 0 0 0 0 0 0 0 POWER & CABLE EXP 0 0 0 0 0 0 0 0 SHORING & RESIIORE 0 0 0 0 0 0 0 0 SPECIAL CRANES SEE FRWK 0 0 0 0 0 0 0 CONCRETE PUM P SEE CONC 0 0 0 0 0 0 0 PERSONNEL HO ISTS 0 0 0 0 0 0 0 0 COM PRESSORS 0 0 0 0 0 0 0 0 GENERA TORS 0 0 0 0 0 0 0 0 DCWALT SAWS 0 0 0 0 0 0 0 0 VIBRATORS 0 0 0 0 0 0 0 0 CEM ENT FIN M ACH 0 0 0 0 0 0 0 0 TRANSITS 1 LS 1500 1 500 0 0 0 0 1 500 SKILL SAW & DRILL 0 0 0 0 0 0 0 0 MISC SMALL TO OLS 2 LS 5000 10 000 0 0 0 0 10 000 EQUIPMENT REPAIRS 0 0 0 0 0 0 0 0 DUMP TRUCKS 0 0 0 0 0 0 0 0 PICKUP TRUCKS SEE C P FEE 0 0 0 0 0 0 0 AUTOMOBILE EXPENSE SEE C P FEE 0 0 0 0 0 0 0 RADIOS 1 LS 3000 3 000 0 0 0 0 3 000 SUBTO TAL 99 250 62 800 170 200 38 352 370 602 CIIECK TOTAL 370 602 SALES TAX 6 451 TOTAL 377 053 SU M TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 598 0 10 650 0 0 0 0 3 195 377 053 05/02/2001 03 99 I'M JAM ES A CUMM INGS INC 3 VII I AGE OF KEY BISCAYNE CONST RUCT ION P1 IAST' f CL (ALL O 111ER GENERAL C ONDITIONS AND REQUIRE MENTS TO BE CONSIDERED AS C OST REIMBURSIBLES ) DESCRIPTION QUANTITY UNITS U 1' MATERIAL U P LAB OR OPERATIONS MANAGER PROJECT MANAGER PROJECT ENGINEER GENERAL SUPER GENERAL SUPER SECRETARY JO BSITE VP ESTIMATING CIIIEf ESTIMATOR SENIOR ESTIM ATOR 8 52 52 52 __ _ _35 52 4 __4 4 4 4 4 r 4 SECRETARY MAIN O FFICE _ CHIEF FINANCIAL O Ff ICER MAIN OFFICE ACCOUNTANT M AIN OFFICE PAYROLL MAIN O FFICE TELEPHONE CHARGES TRANSPO RTATION & FUEL OFFICE SUPPLIES___ PICKUP TRUCKS AUTOM OBILE EXPENSE SUBTO TAL CIIECK TOTAL SALES TA X TO TAL 12 12 12 21 12 WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS WKS MOS MOS MOS MOS MOS 0 0 0 0 0 0 0 0 0 0 0 0 600 600 700 700 700 0 0 0 0 0 0 0 0 0 0 0 _0 0 7 200 7 200 8,400 14 700 8 400 45 900 3 000 1 500 _ 900 1 500 1 250 500 3 000 1 250 1 100 550 1 500 __550 550 0 0 _ 0 _ 0 24 000 78 000 46 800 78 000 43 750 26 000 12 000 _ 5 000 4 400 2,200 6 000 2 200 200 2 0 0 0 0 0 330 550 R SUB PRT&I TOTAL _ _ 0 0 10 34 20 34 _ _ 19 �11 5 _ 2 1 555 304 583 304 241 435 278 199 935 968_ 639 968 968 0 _ 34 555 112 304 _ 0 0 _`__ 0 0 - - - 0 _ __ _ 0 0 _ 67 383 112 304 62 991 37 435 17 278 `^ _ 7 199 6 335 0 _ _ _ 0 0 _ _3168 �_ _� 8 639 3168 2 0 3168 0 _ 7 200 0 0 7 200 0 0 _8400 _ 0 0 14 700 0 0 8 400 0 145 376 521 826 _ `_ 521 826 11_2 066 523 892 09/02/2001 04 01 PM JAM ES A CUM MINGS INC 1 t Village of Key Biscayne Administration and Police Building List of Documents May 2, 2001 ARCHITECTURAL DRAWINGS AO 1 00 Index of Drawings AO 2 00 Abbreviations Symbols Al 1 00 Site Plan Al 3 10 Life Safety Plan First Floor A2 3 20 Life Safety Plan Second Floor A2 2 11 First Floor Plan A2 2 21 Second Floor Plan A2 2 31 Roof Plan A2 3 11 First Floor Reflected Ceiling Plan A2 3 21 Second Floor Reflected Ceiling Plan A2 4 11 Interior Finish Plan First Floor Plan A2 4 21 Interior Finish Plan Second Floor Plan A3 1 01 Enlarged Toilet Plans A3 1 02 Intenor Toilet Elevations A3 2 01 Enlarged Stair Plans and Sections A3 2 02 Enlarged Stair Plans and Sections A3 3 01 Enlarged Elevator Plans and Sections A3 4 01 Stair Details A4 1 01 Elevations A4 1 02 East Elevation A4 1 03 West Elevation A4 2 01 Building Sections A4 3 01 Enlarged Elevations and Details A4 3 02 Enlarged Elevations and Details A4 4 01 Wall Sections A4 4 02 Wall Sections A4 4 03 Wall Sections A4 4 04 Wall Sections A4 4 05 Wall Sections A5 2 01 Misc Details Extenor A5 2 02 Misc Details Exterior A5 2 03 Misc Details Interior A5 3 01 Millwork Elevations First Floor A5 3 02 Millwork Elevations Second Floor A5 4 01 Millwork Sections A5 4 02 Millwork Sections A6 1 01 Wall Assembly Types A6 2 01 Door Schedule A6 3 01 Opening Details A6 3 02 Door Details A6 4 01 Extenor/Intenor Opening Schedule CIVIL DRAWINGS C 1 1 01 Demolition Plan C2 1 01 Site Plan C3 1 01 Grading and Drainage Plan C4 1 01 Site Utilities Plan C4 1 02 Sanitary Sewer Profile C4 1 03 Notes C6 1 01 Details 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 M2211 M2221 M2 2 31 M4 0 01 M5 0 01 ELECTRICAL DRAWINGS EO 1 01 El 100 E1 2 00 E2 2 11 E2 2 21 E2 3 11 E2 3 21 E2 3 32 E2 4 11 E2421 E3 1 01 E4 1 01 E4 1 02 E4 1 03 E5 1 01 E5 1 02 E5 2 01 E5 2 02 Symbol Legend and Fixture Schedule Electrical Site Plan Photometric Electrical Site Plan First Floor Lighting Plan Second Floor Lighting Plan First Floor Power Plan Second Floor Power Plan Roof Plan Lighting Protection First Floor System Plan Second Floor System Plan Enlarged Electrical Rooms and Elevations Power and Telephone Riser Diagram Fire Alarm Riser Diagram Fire Alarm Calculations and Details Panel Schedule Panel Schedule Detail Detail FIRE PROTECTION DRAWINGS FPO 0 01 Symbols and General Notes Fire Protection FP1 1 00 Site Plan Fire Protection FP2 2 11 First Floor Fire Protection Plan FP2 2 21 Second Floor Fire Protection Plan FP5 0 01 Schedules and Details Fire Protection MECHANICAL DRAWINGS MO 0 01 Legend Schedules and Sequence of Operation First Floor Plan HVAC Second Floor Plan HVAC Roof Plan HVAC Riser Diagram HVAC Details HVAC PLUMBING DRAWINGS PO 0 01 Abbreviations Legend Symbols Schedule and General Notes P2 2 11 First Floor Plan Plumbing P2 2 21 Second Floor Plan Plumbing P2 2 31 Roof Plan Plumbing P4 0 10 Cold and Hot Water Isometric P4 0 11 Sanitary Isometnc P5 0 01 Details Plumbing STRUCTURAL DRAWINGS SO 1 00 Symbols Abbreviations and General Notes 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 S2210 S2 2 11 S2 2 21 S2 2 22 S2 2 31 S2 2 32 S2 2 33 S4 0 00 S4 1 00 S5 1 01 S5 1 02 S5 1 03 Foundation Plan First Floor Framing Plan Second Floor Framing Plan Second Floor Slab Reinforcing Plan Concrete Roof Framing Plan Concrete Roof Slab Reinforcing Truss Roof Framing Plan Schedules Section and Details Beam Schedule and Details Sections and Details Sections and Details Sections and Details PROJECT DIVISION 01010 01027 01035 01040 01050 01210 01310 01320 01330 01400 01500 SPECIFICATIONS 1 - GENERAL REQUIREMENTS Summary of Work Applications for Payment Modification Procedures Coordination Field Engineenng Cash Allowances Project Management and Coordination Construction Progress Documentation Submittal Procedures Quality Control Construction Facilities and Temporary Controls 01600 Materials and Equipment 01631 Substitutions 01700 Contract Closeout DIVISION 02050 02220 02222 2 SITE CONSTRUCTION Demolition Removals and Relocation Earthwork Excavating Backfillmg and Compacting for Utilities 02282 Termite Control 02511 Asphaltic Concrete Paving 02513 Portland Cement Concrete Paving 02514 Concrete Sidewalks Curbs and Wheel Stops 02517 Solid Interlocking Concrete Pavers 02580 Pavement Marking 02660 Water Distribution 02720 Storm Drainage System 02731 Sanitary Sewer System 02822 Metal Gates 02935 Sodding DIVISION 3 CONCRETE 03300 Cast in Place Concrete 03410 Structural Precast Prestressed Concrete Joists 03451 Architectural Precast Concrete Units 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 DIVISION 4 - MASONRY 04810 Concrete Unit Masonry Assemblies 01/26/01 04811 Reinforced Unit Masonry 01/26/01 DIVISION 5 - METALS 05120 Structural Steel 05500 Metal Fabrications 05510 Metal Stairs 05521 Pipe and Tube Railings DIVISION 6 WOOD AND PLASTICS 06100 Rough Carpentry 06130 Carpentry (Structural Members Only) 06176 Metal Plate Connected Wood Trusses 06401 Exterior Architectural Woodwork 06402 Intenor Architectural Woodwork DIVISION 7 THERMAL AND MOISTURE PROTECTION 07113 Modified Bituminous Sheet Membrane Waterproofing 07140 Fluid Applied Waterproofing 07190 Water Repellents 07210 Building Insulation 07260 Vapor Retarders 07411 Manufactured Roof Panels 07552 SBS Modified Bituminous Membrane Roofing 07600 Sheet Metal Flashing 07721 Prefabricated Roof Curbs 07722 Roof Hatches 07815 Intumescent Mastic Fireproofing 07840 Firestopping 07900 Joint Sealants DIVISION 8 DOORS AND WINDOWS 08110 Steel Doors and Frames 08125 Interior Aluminum Door Frames and Storefront Frames 08211 Flush Wood Doors 08305 Access Doors 08331 Overhead Coiling Doors 08334 Overhead Coiling Galles 08410 Aluminum Entrances 08520 Aluminum Windows 08665 Pass Windows 08710 Door Hardware 08800 Glazing 08814 Mirrored Glass DIVISION 9 - FINISHES 09205 Metal Furring and Lathing 09220 Portland Cement Plaster and Stucco 09260 Gypsum Board Assemblies 09265 Gypsum Board Shaft Wall Assemblies 09310 Ceramic Tile 09385 Dimension Stone Tile 09511 Acoustical Panel Ceilings 09653 Resilient Wall Basse and Accessones 09665 Aerobic Tile Floonng 09680 Carpet 09720 Wall Coverings 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 09900 Painting 09965 Antimicrobial Coating System DIVISION 10 - SPECIALTIES 10155 Toilet Compartments 10212 Stationary Metal Wall Louvers 10350 Flagpoles 10400 Exterior and Intenor Signage (Allowance) 10425 Signs 10505 Metal Lockers and Benches 10651 Operable Panel Partitions 10750 Telephone Specialties 10801 Toilet and Shower Accessones 10991 Miscellaneous Specialties DIVISION 11 - EQUIPMENT 11132 Projection Screens 11190 Detention Equipment DIVISION 12 - FURNISHINGS 12520 Shades DIVISION 13 - SPECIAL CONSTRUCTION 13100 Lightning Protection 13851 Fire Alarm 13915 Fire Suppression Piping DIVISION 14 - CONVEYING SYSTEMS 14240 Hydraulic Elevator 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 DIVISION 15 - MECHANICAL 15050 Basic Mechanical Materials and Methods 01/26/01 15056 Motor Starters 01/26/01 15060 Hangers and Supports 01/26/01 15081 Duct Insulation 01/26/01 15083 Pipe Insulation 01/26/01 15110 Valves 01/26/01 15140 Domestic Water Piping 01/26/01 15150 Sanitary Waste and Vent Piping 01/26/01 15160 Storm Drainage Piping 01/26/01 15191 Fuel Oil Piping 01/26/01 15241 Mechanical Vibration Controls 01/26/01 15410 Plumbing Fixtures 01/26/01 15430 Plumbing Specialties 01/26/01 15485 Domestic Water Heaters 01/26/01 15530 Refrigerant Piping 01/26/01 15671 Condensing Units 01/26/01 15725 Modular Indoor Air Handling Units 01/26/01 15815 Metal Ducts 01/26/01 15820 Duc Accessories 01/26/01 15838 Power Ventilators 01/26/01 15845 Air Terminals 01/26/01 15855 Diffusers Registers and Gnlles 01/26/01 15861 Air Filters 01/26/01 15990 Testing Adjusting and Balancing 01/26/01 DIVISION 16 - ELECTRICAL 16050 Basic Electncal Materials and Methods 10655 Overcurrent Protective Device Coordination 16060 Grounding and Bonding 16120 Conductors and Cables 16130 Raceways and Boxes 16140 Winng Devices 16231 Packaged Engine Generators 16410 Enclosed Switches and Circuit Breakers 16415 Transfer Switches 16442 Panelboards 16461 Dry -Type Transformers (1000 V and Less) 16491 Fuses 16511 Intenor Lighting 16521 Exterior Lighting 16610 Transient Voltage Surge Suppression OTHER DOCUMENTS Response to Request for Information #1 Geotechnical Report 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 01/26/01 02/15/01 11/06/00 Village of Key Biscayne Fire Station List of Documents May 2, 2001 ARCHITECTURAL DRAWIN GS A102 Ground Floor Plan A103 First Floor Plan A104 Second Level Floor Plan A105 Attic Level Floor Plan A106 Reflected Ceiling Ground Level A107 Reflected Ceiling First Level A108 Second Level Reflected Ceiling Plan A109 Reflected Ceiling Plan Attic & Tower Level A111 Roof Plan A112 Data Plan Ground and First Level A113 Data Plan Second Level A201 Building Elevations A202 Building Elevations A203 Building Elevations A204 Generator Room A301 Building Sections A302 Building Sections A303 Wall Sections A304 Wall Sections A305 Wall Sections A306 Stair Sections A307 Stair Sections A309 Building Sections A310 Wall and Stair Sections A311 Generator Room A401 Enlarged Area Floor Plans A402 Enlarged Area Floor Plans A403 Enlarged Area Floor Plans A404 Enlarged Area Floor Plans A405 Tower Enlarged Plans and Sections A406 Enlarged Area Floor Plans A501 Details A502 Details A502 1 Details A503 Millwork A504 Millwork A505 A506 A507 A508 A509 A510 A511 A512 A513 A514 A515 A516 A517 A518 A601 A602 A603 A604 A605 A606 Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Millwork Schedules Door Schedule Schedules Door Elevations Window Elevations Door Details 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 A607 A701 A702 Door Details Interior Elevations Interior Elevations CIVIL DRAWINGS SP 1 Site Plan CS 1 Cover Sheet Site Plan CS 2 C-1 C2 C3 C4 C5 Drawing Conventions Site Plan Grading and Drainage Plan Site Utilities Notes Details ELECTRICAL DRAWINGS E 1 Electrical Legend and Abbreviations E 10 Electrical/Fire Alarm Riser E 2 Ground Level Plan Power E 3 Ground Level Plan Lighting E-4 Ground Level Plan Power E 5 First Level Plan - Lighting E-6 Second Level Plan Power E-7 Second Level Plan Lighting E 8 Attic Level Power Lighting E 9 Panelboard Schedule MECHANICAL DRAWINGS M 1 Ground Level Plan M 2 First Level Plan M 3 Second Level Plan M-4 Attic Level M 5 Details M 6 Ground and First Floor Plan PLUMBING DRAWINGS P-1 Ground Level Plan P 2 First Level Plan P 3 Second Level Plan P-4 Attic Level P 5 Roof Plan P 6 Sanitary Riser Diagram P-7 Water Riser Diagram P 8 Details STRUCTURAL DRAWINGS S 1 Ground and First Floor Plan S-10 Sections and Details S 11 Notes and Details S-2 Ground and First Floor Plan S 3 Second Level Floor Plan S 4 Attic and Roof Framing Plan S 5 Sections and Details S 6 Sections S 7 Sections S 8 Sections and Details S 9 Sections 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 03/08/01 03/08/01 03/08/01 03/08/01 03/08/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 03/12/01 02/10/01 02/10/01 02/10/01 02/10/01 03/12/01 02/10/01 03/12/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 02/10/01 PROJECT SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS 01100 Summary 01200 Pnce and Payment Procedures 01300 Administration Requirements 01400 Quality Requirements 01510 Temporary Utilities 01600 Product Requirements 01700 Execution Requirements DIVISION 2 - SITE CONSTRUCTION 02310 Grading 02315 Excavation 02316 Fill and Backfill 02361 Soil Treatment for Termite Control 02620 Subdrainage 02741 Bituminous Concrete Paving 02751 Portland Cement Concrete Paving 02781 Bnck Pavers 02825 Cantilever Slide Gate 02923 Sodding DIVISION 3 - CONCRETE 03051 Concrete Color Additive 03300 Cast in Place Concrete 03451 Architectural Precast Concrete DIVISION 4 - MASONRY 04720 Architectural Cast Stone 04810 Unit Masonry Assemblies DIVISION 5 - METALS 05520 05700 05715 Handrails and Railings Ornamental Metal Prefabricated Spiral Stairs DIVISION 6 - WOOD AND PLASTICS 06100 Rough Carpentry 06173 Plate Connected Wood Trusses 06414 Cabinet Drawer Slides and Cabinet Accessones DIVISION 7 THERMAL AND MOISTURE PROTECTION 07130 Sheet Waterproofing 07131 Shower Pan Liner 07212 Board and Batt Insulation 07411 Galvalume(r) Roof Panels 07620 Sheet Metal Flashing and Trim 07900 Joint Sealers DIVISION 8 - DOORS AND WINDOWS 08111 08112 08211 08335 08360 08410 08520 08620 08710 08800 Standard Steel Doors Standard Steel Frames Flush Wood Doors Coiling Secunty Shutters Overhead Doors Metal Framed Storefronts Aluminum Windows Unit Skylights Door Hardware Glazmg 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 DIVISION 9 - FINISHES 09200 Portland Cement Plaster 09260 Gypsum Board Assemblies 09300 Tile 09446 Resinous Floor System 09511 Suspended Acoustical Ceilings 09622 Rubber Recreational and Athletic Flooring 09650 Resilient Flooring 09680 Carpet 09900 Paints and Coatings DIVISION 10 - SPECIALTIES 10100 Visual Display Boards 10160 Metal Toilet Compartments 10165 Plastic Laminate Toilet Compartments 10210 Wall Louvers 10350 Flagpoles 10445 Door and Room Signs 10500 Lockers 10521 Fire Extinguishers 10670 Storage Shelving 10800 Toilet Bath and Laundry Accessories DIVISION 11 - EQUIPMENT 11450 Residential Equipment 11457 TV Accessories DIVISION 14 - CONVEYING SYSTEMS 14200 Elevators 14201 Passenger Elevators DIVISION 15 MECHANICAL 15010 Mechanical General Provisions 15145 Plumbing Piping 15146 Plumbing Specialties 15200 Plumbing 15415 Restroom Plumbing Fixtures 15430 Plumbing Equipment 15800 Air Conditioning and Ventilation DIVISION 16 - ELECTRICAL 16050 16500 16600 16620 16721 16800 Basic Matenals and Methods Lighting Fixtures Lightning Protection Emergency Generator Set Fire Alarm System Telephone System OTHER DOCUMENTS Response to Request for Information #1 Response to Request for Information #2 Response to Request for Information #3 Response to Request for Information #4 Response to Request for Information #5 Response to Request for Information #7 Response to Request for Information #8 Response to Request for Information #9 Response to Request for Information #10 Geotechmcal Report Addendum #1 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 02/2001 03/15/01 03/1 /01 03/15/01 03/16/01 03/16/01 03/20/01 03/20/01 04/25/01 04/25/01 11/07/00 04/23/01 At uvity ID t+ctIV.ty Descripti on FIRE STATION - 18,000 SF 1075 PER MITTING 1060 ESTABLISH GMP 1035 OWNER APPROVE 100% CONST DOCS 1030 100% CONSTRUCTION DOCUMENTS 1040 100% CONST DOC ESTIMATE 1100 1 CONSTRUCTION OF NEW FIRE STATION 1110 SUBSTANTIAL COMPLETION 1120 ' PUNCH LIST ADMINISTRATION & POLICE - 23,000 SF 1g ay early Dur Start Finish 70 18DECOOA 16MAY01 5 03MAY01 09MAY01 10 03MAY01 16MAY01 0 22 155 17MAY01 19DECO1 1 20DECO1 20DECO1 22 21 DEC01 21 JANO2 2030 100% CONSTRUCTION DOCUMENTS 44 03MAY01 09MAY01 2075 PERMITTING 2060 ESTABLISH GMP 2035 OWNER APPROVE 100% CONST DOCS 2040 100% CONST DOC ESTIMATE 10 03MAY01 5 10MAY01 10 10MAY01 22 16MAY01 16MAY01 23MAY01 2100 CONSTRUCTION OF NEW ADMIN & 217 17MAY01 15M AR02 POLICE STATION 2900 RELOCATE OFFICES & DEM O EXISTING P oject Start Project F n sh Data Date Run Date 01 M AY01 08MAY02 03M AY01 03MAY01 0 Pnmave a Systems Inc 22 20DECO1 18JANO2 2r" ' EON D 2" ^^72 J'FIM'A'M7J J'A1S'O'N D J'F M A M JJJAFS►C PERMITTING ESTABLISH G MP OWNER APPROVE 100% CONST DOCS 100% CONSTRUCTION DOCU MENTS 100% CONST DOC ESTIMATE 11111.11.1111111101 WCONSTRUCTION OF NEW FIRE STA *SUBSTANTIAL COMPL-ETION ,PUNCH LIST .100% CONSTRUCTION DOCUMENTS PERMITTING ESTABLISH GMP :r OWNER APPROVE 100% CONST DOCS 1100% CONST DOC ESTIMATE Allinalliplinnilli.C ONSTRUCiTIOiN OF NEVI RELOCATE 0, FICES & DEMO EXISTING 7 Ea ly Bar Pro gress Bar C tical A ct ity KB50 JAM ES A CUM MINGS, INC VILLAGE OF KEY BISCAYNE CIVIC CENTER FIRE & ADMIN/POLICE BLDGS SCHEDULE Sheet 1 of 2 Activity ID Activity Description 2110 SUBSTANTIAL COMPLETION 2120 PUNCHLIST SITE, UTILITIES & STREETS T Ong Early Early Dur Start Finish 1 18MAR02 18MAR02 22 19MAR02 17APRO2 2104 SITE, UTILITIES & STREETS DESIGN 66 11 DEC0OA 18JUNO1 @ FIRE & ADMIN 2106 PERMITTING 66 19JUNO1 18SEPO1 2108 SITE, UTILITIES & STREETS WORK 150 100CTO1 07MAY02 @ FIRE & ADMIN FINAL COMPLETION FIRE/ADM IN/POLICE BLDGS . 9999 FINAL COMPLETION 1 08MAY02 08MAY02 2000 2001 1002 EONDJFMAMJ J AS O N D' J F M A M J[ J 7A_ SIC SUBSTANTIAL. CO MPLETION` t 11 AW PUNCHLISt 1 SITE, UTILITIES & STREETS DESIGN @FIRE l& AD MIN 1 PERMITTING 111111.111011.111.114SITE, UTILITIES & FINAL COMPLETION] Project Start P oject F n ish Data Date Run Date 01 M AY01 08M AY02 03M AY01 03M AY01 A P ma era Systems Inc DIMMEMIMINW Early Bar Progress Bar Aimommumsw C t ca l Ac t, ty KB50 JAMES A CUM MINGS, INC VILLAGE OF KEY BISCAYNE CIVIC CENTER FIRE & ADMIN/POLICE BLDGS SCHEDULE Sheet 2 of 2 Qualifications and Clarifications Where conflicts may exist between these Qualifications and Clanfications and the listed Contract Drawings, Specifications and Architect's letters of direction, these Qualifications and Clarifications shall govern 1 The Owner Allowances are sums of money established for a particular item of work which scope and description are not sufficiently defined to allow for pricing by Cummings These Allowances are inclusive of all labor (unless otherwise indicated), payroll taxes and insurance, material, sales and use tax, equipment, services, general requirements, insurance, bond and fee The following items of work are included as Owner Allowances Owner Allowances A Permits B Landscaping, Irrigation & Sod C Fountain @ Admin/Pohce D Exterior Anodized Aluminum Railing @ Admm/Pohce E Residential Food Service Eqp @ Fire Rescue F Signage $ 85,000 00 $ 60,000 00 $ 15,000 00 $ 39,000 00 $ 5,000 00 $ 21,000 00 2 The costs included in this proposal are as specifically identified in this proposal and are as specifically shown in the enumerated contract documents and do not include any unknowns, incomplete design and/or conflicts which may result from the completion of the contract design documents 3 Builder's Risk Insurance is included 4 Permit fees are included as an Owner Allowance of $85,000 00 5 CPM scheduling shall be provided in house by Cummings Dollar loading of the CPM schedule is not required and is not included 6 Monthly aerial photographs shall be prepared by a qualified commercial photographer All other required photography shall be prepared by the jobsite personnel 2 DIVISION 2 - SITEWORK 7 This estimate is based strictly on the Subsurface Soil Exploration as prepared by K&B Consultants Inc Site preparation does include the removal of the existing top two feet (2') of existing soil only under the building area The site shall be stripped and grubbed prior to filling to grade All costs required to remedy and modify existing unknown subsurface conditions, including unsuitable and/or contaminated soils are not included 8 Landscaping, Irrigation and Sod are included as an Owner Allowance in the amount of $40,000 00 for the Administration and Police Building and in the amount of $20,000 00 for the Fire Rescue Department 9 Topsoil is included under the sod as two inches (2") thick 10 Detention tanks and disposal wells are included 11 Demolition of the existing Fire and Police facilities is included The removal of the underground fuel tank is included The removal and disposal of fuel in the tank and cleaning the tank as required for removal is not included 12 Concrete pavers are included only at the Administration Police Building Courtyard only All other concrete pavers are included in the separate Offsite Sitework/Infrastructure work site package 13 All required reinforcing steel and welded wire mesh are included as regular plain steel and plain steel mesh 14 Colored concrete is included only at the entry stairs and landings to the Fire Station DIVISION 3 - CONCRETE 15 Footing dowels for columns and walls shall be set using plywood templates 16 All concrete is included as standard mix concrete With the exception the 40 water/cement ratios, other specified special requirements indicated including but not limited to cement contents, rust inhibitors, superplasticizers, admixtures, etc are not included 17 Architectural precast structural members are included as standard structural precast with manufacturers standard finish Sandblasting or rubbing of the structural precast and all cast in place concrete associated with the composite precast system is not included 18 All concrete slabs are to be cured with a curing compound 3 19 Vapor barrier at both projects is included as 6 mil polyethylene with taped joints DIVISION 4 - MASONRY 20 All block is included as standard concrete masonry units per ASTM C-90 Type II All block is included as normal weight, strength, color and finish High strength concrete masonry units are not included 21 All cast stone is not included All cast stone indicated is included as stucco The sign bands at the East and North elevations only of the Fire Rescue Department are included as EIFS stucco on wire lath on metal framing DIVISION 5 - METALS 22 All interior and extenor steel handrails are included as galvanized field painted 23 Stair nosings are included as similar or equal to American Safety Tread Model 9511 at all steel pan stairs and Model 3511 at all concrete stairs All stair nosings are included as 3" extruded aluminum 24 The aluminum service yard gates at Administration and Police Building are included with a powder coat finish 25 All extenor railings at the Administration and Police Building are included as aluminum in an Owner Allowance of $39,000 00 in lieu of the wood railings indicated 26 At the Fire Rescue Department, all exterior aluminum handrails and railings are included as manufactured by Dixie Metal Products or equal with a clear anodized finish 27 At the Fire Rescue Department, concrete filled steel pan stairs are included at stairs 01, 02 and 03 in lieu of cast -in -place stairs 28 At the Fire Rescue Department, the aluminum circular stair and alternating tread stair are included with a mill finish DIVISION 6 - WOODS Al\D PLASTIC 29 Wood trusses are included as being fabricated with pressure treated lumber Fire retardent treatment of wood trusses is not included 4 30 At the Administration and Police Building, all exterior railings designated to be wood are included as aluminum with a clear anodized finish 31 At the Administration and Police Building, all wood and laminate -clad cabinets are included with plywood cores 32 At the Administration and Police Building, all wood window sills are included as Maple 33 At the Fire Rescue Department, wood base is included per the finish schedule DIVISION 7 - THERMAL AND MOISTURE PROTECTION 34 At the Administration and Police Building, sheet membrane waterproofing with protection board is included at the exterior of the elevator pit walls and at the interior walls of the ground floor planters 35 At the Administration and Police Building, sheet membrane waterproofing with drainage mat is included at the structural slabs under the concrete topping at exterior exposed terraces 2- 030 and 2-043 36 At the Administration and Police Building, the specified water repellents are not indicated and are not included 37 At the Fire Rescue Department, sheet membrane waterproofing with drainage mat is included at the structural slabs under the concrete topping at extenor exposed decks 234, 235 and 248 38 At the Fire Rescue Department, fluid applied waterproofing with protection board is included at the exterior of the elevator pit walls and all below grade walls adjacent to occupied spaces 39 At the Fire Rescue Department, the exterior deck to wall expansion joint shown on sheet A501 is included as a caulked joint with a "Wabo" counter -seal 40 At both the Administration and Police Building and the Fire rescue Department, the standing seam metal roof system is included with 24 -gage 16" wide panels with all galvanized steel trim, flashings, gutters and downspouts All components are included as galvanized steel with an Acrylume clear acrylic finish A 20 year material warranty is included The Ice & Water shield is only included at the valleys and other high risk areas 5 DIVISION 8 - DOORS AND WINDOWS 41 All door hardware is included with a brushed aluminum finish 42 All exterior glazing is included as similar or equal to 5/8" PPG Azurlrte laminated glass 43 All exterior aluminum windows and entrances are designed based upon a +64,-68 wind load at the building sides, and a +64,-87 wind load at the corners of the building 44 At the Administration and Police Building, all interior aluminum storefront framing is included with a factory applied Kynar finish 45 At the Fire Rescue Department, two (2) each 4'-0" x 4'-0" unit skylights are included The specified 5'-0" x 6'-0" unit skylights are not available with Miami -Dade County Product Approval and are not included 46 At the Fire Rescue Department, unit skylight glazing material is included as a polycarbonate double dome in a standard, non -operable frame Acrylic plastic single domes, thermally broken frames and manually operated ventilation frames are not available with Miami -Dade County Product Approval and are not included DIVISION 9 47 Stucco control joints, expansion joints and reveals shall be accomplished using cut and/or raked joints and reveals in the stucco itself Embedded or attached metal or plastic devices and/or reveals in the exterior stucco of any kind are not included 48 Stucco products are included as manufactured by local suppliers Stucco is included as job mixed portland cement, sand and water The stucco base coat includes integrally mixed "Acryl 60" or equal acrylic bonding agent, and no surface applied bonding agent is included Other special stucco additives are not included 49 At the Fire Rescue Department, all cast stone wainscot, sills, caps and sign bands indicated are included as stucco construction All indicated cast stone copings, knee braces and sills are included as mechanically fastened extruded polystyrene with a simulated stone finish 50 All tile is grouted with standard commercial portland cement grout in lieu of chemical resistant epoxy grout 51 At the Fire Rescue Department, the tile at toilet room walls is included as 4-1/4" x 4-1/4" Group 1 ceramic tile as manufactured by Dal Tile Company 6 52 At the Fire Rescue Department and in accordance with OBM Memorandum dated 4/17/01, Rooms 104-107, 109, 110, 116, 117, 119, 120, 125, 201, 207, 219-223, 228-235, 241, 242, 244, and 246 shall receive Dal Tile CD31 "Porcealto" 12" x 12" unpolished natural beige floor tile Rooms 101, 108, and 121 shall receive the originally specified Crossville porcelain tile 53 At the Fire Rescue Department, Dal Tile Company's "Porcealto" 12" x 12" unpolished porcelain tile, color CD31- Beige, is included at cap and front side of exterior concrete and masonry benches in lieu of cast stone tile and trim shown in Detail C-4 on Sheet A502 54 At both the Administration and Police Building and the Fire Rescue Department, all ceiling tile shall be similar or equal to Armstrong Fine Fissured #1821 with Armstrong Suprafine 9/16" exposed tee grid or equal 55 At the Fire Rescue Department Training/Community Room 107, partitions include sound attenuating batts in lieu of acoustical wall panels 56 At the Fire Rescue Department, in accordance with OBM Memorandum dated 4/17/01, Rooms 122, 124, 202-206, 208-218, 236-240, and 243 shall receive Prince Street carpet as manufactured by Bentley or equal 57 At the Fire Rescue Department, vinyl composition stair treads and landings are not included With the exception of Stair #118, which is tiled, all stairs are concrete and/or metal pan concrete filled with abrasive metal treads 58 At the Fire Rescue Department, a material allowance of $21 50 per square yard has been included for the wall covering in Break Room 246 59 At the Administration and Police Building, toilet and locker room walls will receive one coat of primer and two coats of epoxy paint in lieu of vinyl wall coverings 60 At the Administration and Police Building, fabnc wall covering is limited to the conference rooms on the second floor A material allowance of $21 50 per square yard has been included for all fabnc wall coverings DIVISION 10 - SPECIALTIES 61 At the Fire Rescue Department, (12) 22"x42" tackable frames wall surfaces are included as manufactured by Claridge Products and Equipment, Inc or equal 62 At the Fire Rescue Department, (1) 8'x8' and (1) 6'x6' projection screens are included as manufactured by Draper, Inc or equal 7 63 At the Fire Rescue Department, fire extinguishers are included as follows (18) Larsen's Model MP -10 101b ABC fire extinguisher with bracket 64 At the Fire Rescue Department, Storage shelving is included as the following 63 LF of vinyl -coated ventilated shelving, and 18 LF of stainless steel wire mesh shelving 65 Fire extinguishers are included as the following (15) Larsen's Model MP -10 101b ABC fire extinguisher, (13) Larsen's Model 2409-R2 steel fully recessed fire extinguisher cabinet with white baked enamel finish, and full glass panel door DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - ELEVATORS 66 Administration and Police includes one (1) each Otis Elevator 25001b at 150 fpm or equal 67 Fire Rescue includes two (2) each Otis Elevator 3000 lb at 125 fpm or equal 68 Administration and Police hoistway size is required to be 8' - 4" wide x 6' - 6 1/4" front to back with a 4' - 0" pit and a minimum of 12' - 3" overhead 69 Fire Rescue hoistway size is required to be 9' - 0" wide x 7' - 0 1/4" front to back with a 4' - 0" pit and a minimum of 12' - 3" overhead 70 Elevator doors are included as single speed 71 Twelve months maintenance and service is included DIVISION 15 - MECHANICAL 72 FIRE PROTECTION Fire spnnkler heads are installed symmetrically but not necessarily to center of ceiling tiles Interior piping is included as Allied XL for 2" and smaller with screwed fittings and Schedule 10 with grooved fittings for 2 I/2" and larger 8 73 PLUMBING Plumbing lines or fixtures not labeled or specified are included to the minimum sizes and standards allowable by code 71 HVAC Smoke evacuation system is not shown and is not included DIVISION 16 - ELECTRICAL 72 Where indicated, empty raceways systems are included for telephone, data, CCTV and security 73 UPS systems are not shown and are not included WORK TO BE INCLUDED IN SITE INFRASTRUCTURE GMP 74 All required offsite work beyond the inside face of the perimeter sidewalks of each facility The lateral connections to water and sewer mains only are included Therefore, all perimeter road work at Cranden, McIntyre, Fernwood and Village Green Way, all new sanitary sewer mains and manholes, all street parking, all landscaping, irrigation, pavers, street lighting, etc outside the perimeter inside face of the perimeter sidewalk of each facility shall be part of the future Sitework/Infrastructure work 75 Traffic and/or pedestnan signalization 76 Fire hydrants at the Fire Station 77 FP&L and Southern Bell services and modifications to existing 9 WORK PROVIDED BY OWNER 78 Furniture, Fixtures and Equipment (FF&E) 79 Threshold inspector and special inspector services 80 County, city and other governing municipalities and agencies fees and charges and all impact fees, utility connection and usage fees (Permit fees are included in the GMP as an allowance ) 81 Quality control testing 82 Temporary fencing 83 Fueling systems, tanks and stations 84 Removal and/or relocation of existing trailers and other portable type facilities (Demolition of the existing Fire and Police facilities is included ) 85 Asbestos abatement and removal of other hazardous materials in existing facilities 86 Removal, replacement and/or restoration of existing unknown utilities 87 The cost of the water meters 88 Fire Rescue Department architectural woodwork and millwork for the twelve (12) dorm rooms 89 Card key access system, magnetic keying system and all associated electronic hardware 90 Lockers and benches 91 Window treatments 92 CCTV cameras and security system 93 FP&L service and connection fees and transformers 10 i711111 S Department of Management Services State of Florida -Facilities Development Attn Mr Rafael Martinez Sr Project Director Park Trammel Building 1313 North Tampa Street Suite 106 Tampa, Fl 33602 RE Key Biscayne Civic Center State Project # VKB 9806900 JAC Project # 99-1-38 Dear Mr Martinez, We are herewith submitting Revision # 0C -50F James A Cummings Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 June 10 2001 35 73 J G `"1CSal.ur-r- `•gs COI I Frame an opening in the wall between dayroom 211 and the corridor and install a marble sill on the knee wall In accordance with OBM revision # 1 drawing dated 3-28-02 and OBM field report # 3 dated 3-27-02 action item # 3 Please see the attached back up and summary for the work in the amount of $ 813 00 This cost will be applied against the Owners Contingency We respectfully reserve our nghts to request additional time should it become apparent this work will delay the completion of project Sincerely, Frank Sedmak Project Manager Cc William R Derrer Rob Maphis Jud Kurlancheek OBM Gus Escobar James A Cummings, Inc 1 ROC # 50 F Summary Key Biscayne Civic Center Date 6 10 02 Fire Station Cost Code Descnption Material Labor Subcontract Frame an opening in the wall between dayroom 211 and the corridor and install a marble sill on the knee wall In accordance with OBM revision # 1 drawing # 15 dated 3-28-02 and OBM field report # 3 dated 3-27-02 action item # 3 B&B Interior Systems + $663 00 Miles Enterpnses $150 00 4- $813 00 SUBTOTALS SALES TAXES @ 6 5% P,T,&I TAXED SUBTOTALS $813 00 MATERIAL TOTAL LABOR TOTAL SUBCONTRACT $813 00 SUBTOTAL OF COSTS $813 00 TOTAL $813 00 " INTERIOR SYS TFMS JNC April 30 2002 mboessameraria.nt .01111. Alma James A Cummings 3575 NW 53rd Street Fort Lauderdale FL 33009 RCO # 4 Pip Lin Clic, 1= or � v T 1 AWA Dated 2 28 02 Mechanic 6 hours © $34 00 $204 00 Material 48 00 Total $252 00 $252 00 2 AWA Dated 3 20 02 Mechanic 17 hours © $34 00 $578 00 Total $578 00 $578 00 3 AWA Dated 4 01 02 4 Mechanic 6 hours @ $34 00 $204 00 Material 86 00 Total $290 00 $290 00 Total uue tills RCO z)I 78J 0u Thank you for your business' Maria Delegal A/R B&B Interior Systems Inc *CKC056641 r rfc ;:-.4X JS 778Q3 V� t;Jt, Mechanic 16 hours @ $34 00 $544 00 Laborer 3 hours @ $22 00 66 00 Material 53 00 Total $663 00 $663 00 AWA Dated pEcEOP9ER J[ MAY - 1 2002 J JAMES A CLMMINGS INC CORPORATE METAL FRAMING DRYWALL ACOUSTICAL CEILINGS EXTERIOR FINISH SYSTEMS CK CO5664 Y ILLING DDRESS ADDRESS JOB COMPLETED 0 YES ❑ NO (954) 581-0713 Fax (954) 581-0788 DATE -JRCJECT /1-":""2 ~ f-7 T CA-) rl. ,F,. 7 ere 4,17.,7,,, /[ 3625 W BROWARD BLVD FORT LAUDERDALE FLORIDA 33312 SHEET NO OF I CUSTOMER ORDER NO WO' AU MORIZATION # JOB NO r L 4 � VORK PERFORMED BY �h FOR t/ %/hFs C Li 4fH _ _ AUTHORIZED BY LG TITLE -C ✓ / DESCRIPTION OF WORK 4 Y% 't' 6E hit( -✓4 a c jibTeCF�4 5isn kO ( r✓) r2 /1 <7 Ai e/' 'cc - r7 LABOR MATERIAL NAME TRADE ACTUAL HOJRS WORK 0 DESCRIPTION QUANTITY STRAIGHT TIME PREMIUM TIME IC - 0. 1-01Nr 1 'n/r_. ill t•cli r - J(7A 9cr 4/ 1 l o IA/ a i 4M s ,7u ro « K g--' -s%S'' ,5 ru P s -1.f Qaj,c L C ‘74 T,7,�✓ 1,960 s 3 . f it, WciT 4-1 r M r EQUIPMENT & TOOLS DESCRIPTION TIME DESCRIPTION TIME ext 1EMARKS ONTRACTOR ARCHITECT OWNER SUBCONTRACTOR Y BY SY BILLING ADDRESS 4OTE COMPLETE A SEPARATE DAILY WORK ORDER OR (1) EACH JOB (2) EACH DAY DO NOT ATTEMPT TO COMBINE JOBS OR DAYS) WORK AUTHORIZATION NOT SIGNED BECAUSE ❑ UNABLE TO CONTACT REPRESENTATIVE O AUTHORIZED BY PHONE ❑ FORM ISSUED FOR RECORD PURPOSES ONLY AUTHORIZATION IN DISPUTE I TELEPHONE BID ES" MA -E 4UMBEa ..a r Flom ACCa=SS _...a.» ✓F V:gK 17110) ri tive roJ e i BY Rile!, /11l/CJ I PHONE 34)1-7“- 3“7 1 WORK NC,JCE0 A m . ,.. N' o so _ i il /u,f14lt 6 w iDL7 r yitiC� _sill Oy 1:PC wA l oh=1,1- JUT) i I . TOTAL 810 _ID EXCLUSIONS AND QUALIFICATIONS Ar NN0WLE:GEuE'T 0 ACCENO. TAX f/1(( Gm_i Ear EXCLL,0E0 INCL.u0E0 J A. / 0 / / IV EO SY I '.Ai-- a1.{ a A kI 1' - OBI Miami, Inc DATE C3'_3 0_2 ~ I PROJECT GK8 FIRE S -1770 �tLr 15 DRAWINGS REVISED COMMENTS Day Room IA all openings Creiv i 1- -risoice -G M4 -r44 sc.= D (J6 t.Jt►,T{ C C L, N r 'JO t-WELXV )01- 00. treami el) P -ti --'c1 vP ( PZ .- 4 4 N - OB\I Miami, Ir:L r - 31.:-- \ �� B E cN C C _. y;,OR.c. RCC ESS Roofing felts a'd meta' Dr« all Electrical .l' boxes I OBSERVATIONS ' 01 Work continues on the security system, although it hfs been two week since a _Crop wa.p put on the work b} the village manager and subsequently by OBNI In ad itton, the 515,040 �- approved for the electrified hardware is no longer rec wired. Cummin is was told this at the previous site visit on March 20`h 02 nothing has been done on the Dias 03 Stucco work on the building appears close to complete The wort. is c cellen t: One minor correction needs to be made at the toner, see attachec sketch 04 Electrical light fixture locations ere erifted REQLIRT\G ACTION INTORMATIO\ 01 OB\1 discussed cabinet shop drawings and additional costs with cabin t manufacturer The additional costs were eliminated and a small credit is expected 02 The underside of the elevator shaft roof shall be lhrfire rated Install (2) layers of 5 8" type 'X' psum board 03 The walls in the day room shall receive openings The openings in the xaJJs sbali have a sill ht of 42" and shall commence at the columns and run to ether side tot to electrical lines running in the wall Both openings shall be the same iridtb There she uld be no header and the ceiling should run continuous from the Dav Room to the adjacent t orndor If a header is required match the upper header ht at the Kitchen door CAF ES Eo r t ECU\ A,`-C,� :oNs 3 1 t OBI AIJarn1.In� R-EQ:LIZLNit {C�IO� I`cORNLA.TIO' 04 The A.,C compressor line running in the Apparatus Room heeds to rui in the ceil.ng Plenum of room3 110 and 105 0� \rc are aa tiny, a cu sheer of a new 1 ght of the sue,,, m. The netiv £Yrur is a flour Cabe fvrore ab The range will be inos ed slightlti, to be centered, uadEr the hood The'3hift is 9" to the right. The cabinet maauf ' as going to coordinate this with the contractor CQPISS E CO\ -"RAC-.^,R 2:•-•7`-`R'' 3 C CC\ A...\4 TS 2-rr tz r 2 rt �c� Cr /\ James A Cummings Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 ,a7 a.y a 4"d.r R ` —a nrrc+ ssr Department of Management Services State of Florida -Facilities Development Attn Mr Rafael Martinez Sr Project Director Park Trammel Butldin{_ 1313 North Tampa Street Suite 106 Tampa F133602 RE Key Biscayne Civic Center State Project # VKB 9806900 JAC Project # 99-1-3 8 Dear Mr Martinez We are herewith submitting Revision # OC-4F November 9 2001 Electrical revisions only to the fire/civic building to add conduit and feeders to panel A shown on drawing E9 dated July 7, 2001 and conduit and wiring to the new fuel pump disconnect as shown on drawing SP -1 dated May 7, 2001 Add conduit and feeders to proposed FPL transformers 45" max from the electrical room Add 2-2" telephone conduit from the telephone room 5'-0" outside the building Please see the attached back up and summary for the work in the amount of $ 16,166 00 This cost will be applied against the Owners Contingency We respectfully reserve our rights to request additional time should it become apparent this work will delay the completion of project Sincerely Frank Sedmak Project Manager Cc William R Derrer Rob Maphis Jud Kurlancheek OBM Gus Escobar 1 K./ E1sca jie CI v c Cc,nr9r Fire Station a 1 s i Ca e 11 3'1 Cost Code Description Material Labor Subcontract Electrical revisions to add conduit feeders to panel A XI Add conduit & wire to the new fuel pump disconnect, add conduit feeders to proposed FPL transformers 45 0 max from electncal room Add 2 2 telephone conduit from the 1 telephone room 5 -0 outside the buildng Fisk Electnc James A Cummings, Inc $364 00 $15,567 00 ir I. SUBTOTALS SALES TAXES @ 6 5% P, T, & I TAXED SUBTOTALS MATERIAL TOTAL LABOR TOTAL SUBCONTRACT SUBTOTAL OF COSTS TOTAL $599 00 $15,567 00 $16,166 00 $16,166 00 $364 00 $15,567 00 $599 00 $15,567 00 F4C 1012D N W 1 1b Way Suite 14 Medics, FL :3178 30:' 884-5311 Office ..0')-884-2192 Fax To JA\ti S A CLMMF\S Artn FR YK SEDM AK Ref Fisk C 07 600161-03 August 02 200' WORK BASED ON DRAWING REVISONS DATED 05/07/01 & 07/07/2001 Please find attached our lump sum cost submission to proN,ide and install a) Conduit nd feeder to Panel A as per reN,ised feeder schedule shown in drawing E-9 dated 07/07/01 b) Conduit and wiring to new 30A disconnect to new Fuel pump as shown in drawing SP -1 dated 05/07/01 c) Conduit and feeder to proposed FPL transformer location, not to exceed 45 from Electrical room If FPL location has changed since the Architect erbal directilie on this subject we reserve the nght to change this quote d) 2-2 PVC conduit from telephone closet to property line This proposal reflects our costs with mark-ups The proposed Amount for the described work is as follows Total Lump Sum of S-16;5-68-00— f 1 ;-6 k ,3 JSLXTEEN THOLSAND SEVEN Hi\DRED san EIGHT & 00/100 DOLLARS) This price does not include any amounts for changes in the sequence of work time extensions delays disruptions rescheduling, extended overhead, acceleration and/or impact fees The right is expressly reserved to make claim for any and all cost pnor to settlement of this contract This proposal is firm for 15 days After 15 days we resen e the right to reconfirm modify and/or cancel this submission Please pros ide formal Change Order Documentation Fisk Electric Company - �. Ecfdv Perrault Jr Project Manager cc Jack Maxwell Pat Cline Readers Te TCf n`"\T'•TD=CI-AT-Tr-1\ gn n41 ry, T:UT RC'T T CnT "r -._.r ry-m-n D CHANGE NOTICE C e„ adds es.7 JAMES A CUMMINS A---i FRANK SEDMAK 35-5 NW 53RD ST LAUDERDALE FL ti.:: 3"309 V4 D -k Description CCNg J Vie reserve +he right to cor ect this quote for errors and omiss ors 7- s quote covers direct costs only and we reserve the right to claim for impact and consequential cost Th s price is good for acceptance within 10 days from the date of receipt We equest a time extension of 3 days We will supply and install all materials labor and equipment as per your instructions on CCN #3 Material Description 1/2 EMT 2 EMT 1/2 EMT STL COMP CONN 2 EMT STL COMP CONN 1/2 EMT STL COMP CPLG 2 EMT STL COMP CPLG 2 EMT 90 ELBOW 1/2 EMT STRAP 1-H 2 EMT STRAP 1-H 3/4 GRC (GALV) 3/4 GRC COUPLING 3/4 GRC 90 ELBOW 2 PLASTIC BUSHING 3/4 STL GND BUSHING 2 GRC STRUT CLAMP 3/4 PVC 2 PVC 31/2 PVC 3/4 PVC FEM ADAPTER 3/4 PVC COUPLING 2 PVC COUPLING 3 1/2 PVC COUPLING 3/4 PVC 90 ELBOW 2 PVC 90 ELBOW 3 1/2 PVC 90 ELBOW PVC END CAP 1 BASE SPACER 1/2 LT FLEX 1/2 LT STRAIGHT CONN ` 2 T-IHN 410 T-iHN L4 THIN '3/0 T--' -i N 3,30MCM THHN ' 1000 1 5/8 STRUT 'ON Dr 2 30/20 DISC 20A GFI BREAKER PENCr1ING/BACKF1LL Qty -150 150 -2 2 -15 21 4 -19 19 5 2 2 2 2 4 180 40 120 2 4 4 6 1 4 3 4 72 6 2 553 600 150 600 528 4 1 1 40 Price U 23 85 C 151 69 C 126 20 C 1 15018 C 150 58 C 1 084 87 C 752 64 C 65 00 C 150 00 C 118 02 C 123 34 C 405 57 C 129 05 C 224 30 C 162 00 C 46 47 C 148 22 C 363 37 C 79 58 C 41 03 C 154 18 C 487 40 C 144 00 C 624 00 C 2 744 00 C 0 00 C 177 39 C 236 00 C 264 30 C 99 42 M 154 00 M 650 22 M 2 324 00 M 8 665 30 M 356 60 C 65 00 E 40 00 E 3 25 E Hrs U 5 60 C 10 00 C 15 00 C 50 00 C 31 00 C 75 00 C 62 00 C 5 00 C 5 30 C 7 50 C 0 00 C 50 00 C 100 00 C 56 00 C 5 00 C — 7 50 C -- 1500 C 25 00 C 20 00 C 0 00 C 0 00 C 0 00 C 3700 C 81 00 C 155 00 C 25 00 C 17 50 C 75 00 M 15 00 C 7 50 M 9 30 M 17 20 M 32 50 M 60 00 M 30 00 C 3 25 E 0 25 E 0 08 E Mat $ -35 78 227 54 2 52 23 00 -22 59 227 82 30 11 -12 35 28 50 5 90 2 47 8 11 2 58 4 49 6 48 83 65 59 29 436 04 1 59 1 64 6 17 29 24 1 44 24 96 82 32 0 00 127 72 1416 5 29 55 43 92 40 97 53 1 394 40 4 575 28 14 26 65 00 40 00 130 OC Tot Hrs -8 40 15 00 -0 30 1 00 -4 65 15 75 2 48 -095 1 01 0 38 0 00 1 00 2 00 1 12 0 20 13 50 6 00 3000 0 40 0 00 000 0 00 0 37 3 24 4 65 1 00 '260 0 45 0 30 4 19 5 53 2 53 19 53 31 68 1 20 3 25 025 3 20 Ratereals $7,646 82 158 42 CCN# 3 Date Nov 02 2001 Job name Key Biscayre Cen er Job lumber 60106 rata iLmbe 4 v M a*erlal Total JOURNEYMAN FOREMAN Subtotal V,`a '‹Lp Final Amount (158 42 Hrs @ $36 28) (15 84 Hrs © $43 53) (@15000%) 8 143 So 5 747 48 689 52 14 580 86 2'3- 13 $16,767 99 Name Date Signature Change Order # I fe I hereby accept this quotation and authorize the contractor to complete the above described work K'W 13UcJrit' �JJ!& Cb✓r�n summary of T AKE OFF 4, V OCSCRI►TION LOL-1 tic AL ba vat, ho p p 08c ,4f 4-Dbra r��u V 3L. PikPi (t).111,1#... ft loom To APL 7 dA A_/c ti+r!a P -w 1-11 1 c 1. 2f dirt 7,1 i If}itre 1-10 112.0 �A $p/YcLA #11 up - rUil TC)-t L Q UANTITY I I I I L AT -r[ MAL TOTAL 1 1 1 1 ll 1I I tXTINOKO CKc AT 11 7t7TAL 1 A" , "r '1 A 11I. II I I 1I I I , 1 1 1 1 II I Ii I I 1 1 1 I 11 I I I l i FI 1 l II Ili ill i II ►iI T 1I I ii i► I I 11 1---- H i II 1llill ll 1i__ t i j i 1 1 i I 1 1 i l 1, It i III i 111111�i 11 .4 lio 14,511 I 111111 1 I 1 y l 6i„ 11 1 1 i 1 1 filt kii-'77--- - 111 11 il I I i1 1 1 1 1 1 1 II 1 hlllll Tr) AL 1_1 I _ � l l I it 1~-I y IIiII II-jjl-i1 1 1_ ,- 1 1 ► I I itl-- 111I !UJI r 1 i(i1 1► Il__ �._I_, ii11i Ili 1 ► 1 1 il►II 1 1 1 li i 11 1 1 i1- , I 1 17777777 T ►111111 11 1 1� '1111 I I Fri 17177 IT] I� I 771-T I I ; I jI, I 1 I I I 1 1 1 1 1 1 1~1 1 1 1_,,1 11 1 I I y1 o1 1' ___ I' I`__ I II I I I I I I I 11 1 I I f l I I It 1 11 11 1 11 I I I I I I RESOLUTION NO 2002-9 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, APPROVING THE GUARANTEED MAXIMUM PRICE (GMP) AND AUTHORIZING THE CONSTRUCTION OF PHASE 1 SITE AND SITE INFRASTRUCTURE WORK FOR THE CIVIC CENTER, PROVIDING THAT THE SPENDING AUTHORITY AS SET FORTH IN THE VILLAGE'S AGREEMENT WITH THE STATE OF FLORIDA DEPARTMENT OF MANAGEMENT SERVICES IS AMENDED TO CORRESPOND WITH THE GUARANTEED MAXIMUM PRICE OF THE SITE AND SITE INFRASTRUCTURE WORK, PROVIDING FOR AN EFFECTIVE DATE WHEREAS, the Agreement between the Village and James A Cummings, Inc provides for the establishment of a Guaranteed Maximum Pnce (GMP) for the Site and Site Infrastructure Work for the Civic Center, and WHEREAS, James A Cummings, Inc has submitted the GMP for the Site and Site Infrastructure Work NOW, THEREFORE BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AS FOLLOWS Section 1 Recitals Each of the above stated recitals is adopted and confirmed Section 2 GMP That the Guaranteed Maximum Price (GMP), as set forth in the attached January 7, 2002 report from James A Cummings, Inc of $1,724,993 for the Phase 1 Site and Site Infrastructure Work (the "Work") and $400,000 for work that will be performed by the Village related to Flonda Power and Light is hereby approved Section 3 GMP Plans That the Guaranteed Maximum Price (GMP) for the Work referenced in Section 2 above is based on the attached plans (the "Plans") prepared by Spillis Candela DMJM for the Phase 1 Site and Site Infrastructure Work, which are hereby approved Section 4 Construction Authorized Plans That the Village Manager is hereby directed to proceed with the construction of the Work as descnbed m the Plans Section 5 pMS Authority, Agreement Amended That the spending authonty as set forth m the Village's Agreement with the State of Flonda Department of Management Services ("DMS") is hereby amended to correspond with the Guaranteed Maximum Price (GMP) for the above described Work, m accordance with the Contract Amendment attached hereto Section 6 Authority That the Village Manager and the Village Attorney are authorized to take any and all action necessary to implement this Resolution Section 7 Jffective Date That this resolution shall take effect immediately upon adoption PASSED AND ADOPTED this 12th day of February , 2002 HITA H ALVAREZ, CMC, VILLA APPROVED AS TO FORM AND LEGAL SUF 1-- lit-14A. , RIC JAY WEISS, VILLAGE ATTORNEY 103001 \resolutlons\gmp re construction of civic center MAYOR JOE I RASCO 1t 1 .04 DRAWING C% 101 1 I -------------------------- �r _ • r p7/ RE rt .n 1 -- 1 L1 .1 I; CR , N o^ Boot E v —, qR0 11 —r r AGENDA ITEM 7 DRAWING CI 1 05 DRAW NG C1 1 02 LOCATION PLAN 11 0 40 80 120 DRAWING C1103 Al.LAGE a KEY BISCAYNE CIVIC CENTER Kr. Illsewm NM. S dI's i.. «& DM w orm*. liwoning Names M ir. I rmo Om Now Pima, few Mrr r f.P 1M ,_ wee r SIMI 411 44 we Mt CALATib.Q ill w. CI 100 Swift .w SOP. 4111W trowel!" NOT W N Wf r~ Oaf K _ W r O. Of « 11114 a w. ( 01, 1 1 --H L E -- M ilTlis f if ((II)rr�-g ''_ s r� 5 .. 1( 1( -' ...a—. I i(Jriq -.4K I a ocw ( . 1 ~ I 1 I --r-----�-.-.-y o la Ycpr I i . m j+if (1 XX // .ww .fral 4u In r N L-41 f 1-.1 1 /7 LEGEND 7 Sva a( ma MATCH LINE STA 14 40 FOR CONTINUATION SEE C1103 DEMOLITION PLAN VILLAGE GREEN WAY N 0 i0 40 f0 VL KEY OVA wl it 380ar t 'U� 'x� t 61A H LINE STA 11 00 FOP CONTINU TION SEE CI 104 II a 1 131ti u. V END K - I r i 110\ Ili I a /7 7i G 0s N R `^✓ 7 00 7 -- I OK 1 Y 14 1( I I I 1' 1I I S wo-� p _ V �" K C„ ; ••L.7001 M T 44.414* 00 1w1.a1ctcuctltl3 NOTES 0Y000 X00 M wK 0M 1414 M .04 / K 06 0."01 14 M N Vaal 10 1000 ( *4 1 Y( M 1"000 00100w 1 0(0004 SiK K 6011/606 41 01 11MMK 01 0101 0 . 0w 4 0"00.01 1 00 1 01180" 41 0(1401 4 V 1.0 ( M 01 tut 06 441 41 1001 116 lit K4 4 1404 Si M 101 M 406040 OMM 104. . YM — 1(100( POI _ K 10 K "0 cur .r< 1011 .M SOW K 011 0011 r Y MK co. ." (K1 — W N N z 0 z x«- vz 1-0 12 cc 1 DEMOLITION PLAN VILLAGE GREEN WAY VLLAGE OF KEY BISCAYNE CIVIC CENTER siserokole SM M1 Cadets W1 amm o. - w.r M 0.7o 10044 1140614411440)111 le 01140 NNW SOW IND 10.4l oonro UM ura 01 .101 poor ow swim atee.•11 *ow. Ww/ 11400 lao 0 S W 1Mrt/ 1 14 +,r rc 1 •t S• " .0 CI.I M LEGEND .c 1 •o It r.r a Witt MCCtrc 1 ( HICK II AM M M t CC/I 41 Mt l T L,. ...• ".0 /\� NOTES ON w 00 00* N 0t Y ut aM r wH ■I Net .4 et DEMOLITION PLAN VILLAGE GREEN war N 0 20 0 60 VILLAGE Of KEY BISCAYNE CIVIC CENTER kl muspie.nrio. l,i11N b ola MIN r Suer •.rrtbi..iNAN NI. *0. Y.r. Mir -MS Nom um. Cue MI6 ww r lit jit W CI 103 no . Itre #A...i. Ndl✓t. fir (_ Imo MI %woo 1/1110 01,0104104 1r NOTES 4.1/4.4 M Liesat r « rot1iMiWYYa 7 [ r L .c' i- �` \ l� KMM tel M ene b f 1 I' tKe et.t Ml M (t4 =Olt » Ot WATCH tUHL STA 11 00 FOR CONTINUATION SEt CI 101 LEGEND t K r. K re (0 0 t Awe, et IOW tfeentlt SOt twee t t tee MM tW t a t ( 1 1 ieo 0 .t L Q - 1b L K 4.v . • eel 0. w IKtM �rr oll lin M1 er e lee ratnertitele roM Mt M ert et 0(1 G r FERN%000 ROAD T i"T � 1 T f r I( —r 1 of nor +� eel Mr( Or wet K Nett M (Melt K eo e0 M OC a. a ee, re M DEMOLITION PLAN FERNW00D ROAD MM e ( eec a. w M N ore we M N 0 20 40 60 VLt t Of KEY 91SCAYNE CIVIC CENTER M. nerisi l�ilr tisbin NUN - - O enee • 0..r.i. reM ileee.ne.•e us !M 1104111. 01 Al Ile OMK 1. Ro lle NO NOM Sue We .ww Swale D Ritevolit 10001,10, NOW bate AWOL'''. u.Krrr tat1yw taw es• w� tow= See. to . t)0 � V V h 0l NM +tt 000 1 ! IIIttR00000000 W0. 1 t'' H oow. iontsrems Q 1i •t.t NM t 000! 00000000 000000 « LEGEND M 04 Item KIM 1 y K •t Lt .t .t � 0,0.0. a •o w K �0 * .K NOTES O0/N. .00 N u0 MR 00 K.t 40 00J 0.0 OWL ON 0K 000 000 0000 01.00 0t K H 0. 0t Y .t a k .+ 00 .01001 0* 100 X00 0K RtMOt K M 00 M *4 W/K M .Y 000 0100 *0 u or. a KUL0O 0t 0 00N 4.t or 0 00 DEMOLITION PLAN FERNW000 ROAD L � •1y 67•LLASE OF KEY O0A')L —mor e swam edt a wn m 40rt0eMin10me Am. r r... INI • aim N 100.. wt Mill *NI e0+ ti 4 CU OS }�A awe 'Pa oli Atq►ttt 00010 *� View so 700 tapes row dePed11111 4. t I'mme 7 0 0 0 60 4rr WA T'`N UN E STA 14 73 0N11NUAt ON SEE et t 05 1 (1 it ry ►irk a rmlet \ A? 1 ,>!1 1I1 /\ *it t• rInsigs"70 —41 11 7 pus 1 FAIN LINE I CONTINUATIONTA SEEP C1 1004 m $ 4411 1-M ._. atom ill wit �t-�- MNKM Kt 01 I owe tic W �1 �1yr( obs 5 w� 4.1tN S�+K.. anaZor K0 1K LEGEND tel K Y ft MATCH i FOR CONTINUATION SEE II C r. 3 rr r"rlT .+ E CI 1 0 w0ls7T ' .i wt 1l t •e 1.J L4 LL'�if�sc- 1' `E3 afG 1N11!t} }rtE t mintM'IIY �t_L�+1� _ 1 f� \1 � tl � ca{�nttt t _' ni1. l 1 l t. �' 11 ( JM t lraln., . j ..�.y .+ .r ___ COO t M ( 1 1 1 1I j{eel-ice 1 IIth 3 oft MATCH LINE STA 9 00 FOR CONTINUATION SEE CI 101 4444 541 .1 1. n NOTES w .a K $.1t f 4 .DO .1 .0 .1 wC N .. a..f 1It7 a N a. 011 .a w we ..1 *..1t" 17"" •� 1 YR-E'S .T(ifEl -413? i-- �..._ J +e+t 154 11.1. ro .0 ro 05e w N Mw 1ONK 1100.( w N 5 50 1[ K W K K f .a a4• "1 M eK .c tt 14'r t4144 .5' u DEMOLITION PLAN WEST MC INTYRE STREET K55 5.7 020 10 60 L 1' ,. y GALEN DRIVE VWG( OF KEY 81SCAYNE CIVIC CENTER get swaps no* OS 141. al � Sr OW. waan"a" 14obeide OM so/am �M *whim um. tw11 . 4116 CI 1105 46 saw IWO ftesmixe llaillow two.. NM •►fMS DRAWING C2 1 01 DRAWING' IC2 106 rr GRAWING i0 IDRAWINGI C2 1 02 LOCATION PLAN N 0 0 80 20 DRAWING C2 1 03 VUL,G Of KEY 8ISCAYNE CHIC CENTER aw wnlw llwM 1ptlYAside WI .... ...n..- PM% A •./. r.0rl.r►ibis !! �1..�• I.INor W as ma MS 1w zah C2 1 00 am two mown oar. earew urn au PIS MOM Near ON1•0 11191 A PAYING MATERIALS NOTES Sf.M1U• WA 40 IOMI •l• 11.4 101 MM KI MMl l+r•10M N Ku Ooo Ko4 MOl Ol NI.IK Y OM .00 • NM 40.1 KO M0W l MOO 00 1000 4411. onto (441441 KKK 1 0 • 40(100 .N It M t 1445 Kt (4 44 KO nl took* « • Ill OOOIKt 4444 t44K NM of toll NOW t 10044 l •• .0. IIOO 1. 6 LEGEND MATCH LINE SIA 11 00 FOR CONTINUATION SEE C2 104 w._ I j t��k�a� rrwrr. 1 Wo ol* MKl1 KNOCK 10th II II I1 11 II K SI I ! Y,A0 rAr 1 00(04 IUM 'VW Aftt" •sett . 4.1.<.. of 41 .K WS0.. .00.0 •0 nM la*" t Kt „e :t �1T .1M'i▪ K 2 00 -- - /�_ a u 0.c I r, lM u I�J MK ll NNO t 10 MM Cu Of I OKIt NOT.S Kroft •O 44 tat l00 Sul t N * MO M MK GEOMETRY PLAN VILLAGE GREEN WAY N 0 20 40 60 VILLAGE Of KEY BISCAYNE CIVIC CENTER iliesils. nerds *No emillb rrr� — o.N. •0 OMKIM S61.1110 t rill obtI4. INN rOW. NMI. EOM •S ~40 40 at aft 02101 *wow seroup — Prp r •tq►PL 1.101111.10 w ow • ,•„ tspNt•f10 0440 JOS ..1.1166661. -� *OW t *S 1. NOTES MK OROMstO M Nte MI Wet t Ot0 NOt KIN M r1Of uC Ofa Ittt LEvt:ND et N M L'ti!' • .r.. = a 1 CEMCZ EIR MAO . .I M 111f 70i'I ` LLL " -- Olss rrlcs•bv—IIt• T IF oM 0• Kfziomoarft4 ra° �"•WCW- ti w y N N N MATCH LINE S 4 4 FOR CONTINUATION SEE C2 103 GEOMETRY PLAN vILLAGE GREEN WAY 0 20 0 60 A te • s et Het KA M (PI"` NNOt[ Csall _. N P11t -w e .t •( MICE Or KEY BISCAYNE CMC CENTER M1 OW" n pw spas eirniA-111M ...mo—Remus N anon IamiN1aOpJr" N aa trO an Iona rmo NS NM ti Is c farrthli C2102 m▪ oor. W ON I II EMI lama VIEW WINO MS IOM � Fw M »0.4 ove .t .4 t moots II lfi NOTE MK row 40 44 . .f 10. WOK .O 4.R ten MO 0wt 0K t 4.w 000 LEGEND t011 .K .t 4.l 44 Int rraterve n ►�0011•0 oc MONff `MKIt 1 t MMO OK II 00009 16 ►aptMO /» 1W of ►000 40 t t IN/ f V• M u 00N11K arm (040 4 .w 01 COON f Mot (0441 t RA N Iw 0M swift t0M f N t ( 1 t -.;,7•,!ee J \""I I nr.44 Mt —4.1004 tam t K 0000 w 0c r w►I. q00 {M , 60 !Air � 0f M1 Or GEOMETRY PLAN VILLAGE GREEN WAY I+ 0 20 40 60 MA X OF KEY BISCAYNE CIVIC CENTER WINCIMMMIX aloes tvio1w♦ Orme • fq. Oa0enr0aar 0lbv Ot Oars /l On .0rna 1111 Orr Imm0 at Or 4144 Ms .04w Or M law !Rt ym ►M 4 02103 raw tO 4 &YO t►L MARK 0 t difiee t Rem Ile, 7�M UAW* Raw 1>MMi•! .ate i► 44 .4,0041 Sao :2 ■t tt R ""P/ Wet MINI( MI 4' t0.ttf It M -t MMC 1 MATCH LINE STA 11 00 FOR CONTINUATION SEE C2 101 m MM �( sit $ u Nt L .01 NO ES L GEND K E_ GEOMETRY PLAN FERNW000 ROAD 0 20 0 E0 1 EERIEMEMEI 1211111319.111 r.. .... ..- d VLIAGE OF KEY BISCAYNE CWIC CENTER Spas Camildi .1111,111 MIS rr Simla urrmfinr Is re MI rtS Itise Owe islt alb C2 1 04 110•11 &MAO% Pablo " 111110.•• War ri s. % row War tswt Nis MN MM. dM Mate feed IdM I wI awe teed .M emit .I C rid 40 . I.» ^ _ cor V. W lr w 0 W.- .Z LEGEND =•Z .( �2 Id.c eNr 0 .Cu Yr.T'r^? Ott gfd.If< MM t1 1 1 o nri x MOM Ml NMef( 'Ks .a . Matt( Mot MOM Ma OM se •, eeM MI MI I , s:a'1 : r>.z:A.`znx*t L 0 Vit - —1 GEOMETRY PLAN FERNW000 ROAD N 0 20 0 60 vILLME OF KEY BISCAYNE CIVIC CENTER key bceyee,l we * MB One % MUM rr�d. 4444, - w6 4 Mom eNerlOa144 Mds OPIN 011 is IMMO SO fair lm.r114D «s C2 1 05 r biome •Up►t were'. - Mini v sn tame grew elseoMegi MM .4r NATCM ONE STA 11 ? FOR CONTINUATION ON SEE C2 101 Aitr J�T r rr 14. ellrtw, lrNn N 10, r m NOTES f., og le. •e Id rt .•. ta•n w r.t h w rot' rt x• a.cn t MNn.en t tit 00 n•.fx �r_ M MATCH LINE TOR CONTINUATIONS TA 11 00 SEE C1 I 01 .44 irt IRIS :41. 7ram +Mlt:r wr��,. w —/// nor w M M // x MATCH LINE STA 9 00 FOR CONTINUATION SEE C1 101 LEGEND Wet t MK s e.e.c f' mot .t toot., , twi t , ',tf 1 3 / it ae .a0 • ."t oa raaat .t rt Of W 0• K at r s GLOM PY PLAN WEST MC INTYRE STREET N 0 0 40 60 11 I I1 GALEN DRIVE tt.te nse 1 £ VILLAGE OF KEY BISCAYNE CIVIC CENTER K g, ISM.* ne na• eprr aa «+o ern r rrM r. — w.w M/ — • rM�O r�fMra IY.� rarrw — 01010 0 +Ct 02106 dfi Si/l a••aP L M MtIO flo f-Nf rr— f ni lJ 11, 1 1GRAINING C3101 z J I1� LOCATION PLAN N L"'c0 10 BO 120 DRAWING C3 1 02 DRAWING C3 1 03 Of KEY BISCAYNE cmc (ENTER shimpa mods *Ms lbsele ..��. — Mun n ell Owen Sminin 1111141111101/01b 101 yN f11. ISM R aab WM Mt MO — .46 *WI fail C3 1 00 IW O OP * wAMP. L - 1111161.10 War V nib 111110011 UMW, PSI l ee { NOTES lot ellor or IS mg, ~ ow' Nt M re rK t or NH I Y ItMIM PIM % M r __ Hf 4 UM OD r tN tot wit N w M SAM,* Mtt • 1 E=. L� r E I I .1 MATCH LINE STA 4 40 FOR CONTINUATION SEE C 1 03 t . tt thrlt ut t ar t IC t +t In0Ms Wit MI tot 1101 ea D Jt m Mill i Kt 1 1 w MM PROFILE VILLAGt GREEN WAY ror CPADING AND DRAINAGE PLAN VILLAGE GREEN WAY 0 20 0 60 VILLAGE OF KEY BISCAYNE CIVIC CENTER aareAri w . a.dfr rur .�..� .. ... Mans w tryr wrr trf Mol orrr — 10111111101 In MEM ea Ora urn re am 110* ti w C3 t 01 9 141 r.r ar ra MttRtrt worm. Dave , ti n.1111 Mew saw . slew 001111*y!t tr arrr ..► �. •(t C ! ( 1�= 1 • r 1 � (DRAWING 1 C3 106 1 \\ LOCATION PLAN N 0 /0 80 120 VILIAEo� KEY BISCAYNE CMC CENTER w'IM,tbib WNW Co ble IMJr NGIre. rrrr "'-t yilliose� -- !W • C3 1 00 oar w &Iw► £ A- Odi eesp Ne V XIII Woe We ir 1»M I SO I� 41 . e1r i N = O 2t 2 < ,ri i i r0oul uo ui 7 of r/ �M 1-4 00 int 411 110 3 .1001 1 1 NIT MN1r� WA t* MR 0/111 00 40 / // a K ee 1e PROFILE VIVA E GPerN WAl "zt // cc 2 / � / I / `,\// M CON - NOTES a 0 00 Cr 00 K 1100 R ue w( M a me LEGEND .c et GRADING AND DRAINAGE PLAN VILLAGE GREEN WAY 0 20 0 60 K agrogEWEA VILLAGE OF KEY BISCAYNE CIVIC CENTER M 'VW ION- . NM .�.�..r•� n.n • /nnF yyra WPM MI S In ONO — IWO — O/ OM 1141 • r3;111.::ir 03103 11.111. OM him A1p41O wow. shiemimr owe am fan vow' re n o1w►r 1140 r M rf NO rr0 r - r4 ..� \� N ‘M V' W "Se:* k_ �rtR t/.�i MATCH LINE STA 11 00 FOR CONTINUATION SEF C3 101 fr TJ 1 Tom_ .t` toll ; to vti i .0' 1 1 IM:1 t MSS .I MI Mt OIWH ItI�t w r I c i r r --4 - i - — we w.i d ~o ut MMh MM FtPNWOOD ROAC tO 0 - - < � O z NOTES vitae IM oq N Wl MN I Od IC lM QQ(K ril YIN M WI .N .NI 444 LECEND M • K OK N a .s. 10 .t t- I — ---- -L---- 1 1 — 1 4 I •KMX O KEY BISCAYNE CN C CENTER ar IrMpr .rrr11r1 a * Ms bad* NUN .rte I✓•r • f .f 0414404411 4094100.0.444 t.i.re• r...w10 Pima r.m at NMI PROFILE FERNWOOD Fug) GRADING AND DRAINAGE PLAN FERNWOOD ROAD �N fa r 2 03104 11191049 &OtPL W— O a•o w flrot Ptim eni M 1M1 111 141 i04110•1101, M OD — 1M r1 K /t f r1 Mb • 1Mt IA IMAM Mt 1f 14 10104 444 1f1 1/u I M LEGEND 1M+t N - K M t t MM M111111 Id N1 — . 111 MM MM11.41 11 EISKEENINS 2330 10 N � "9.00 10 � W Col 0 W1. 2 U = O 0 LI 1n (t1{ gyp` a1( • .11 Thkij _ fiM—_ 116 14104 -- 1 11101St « 1.1 f , or x „ 11 1 Nweop OAD L .1 14-. 0 .06 — —i 1 I t VILLAGE Of KEY BISCAYNE civic CENTER yr Itre.rla .nfl w U 41 N MM ee PROFILE FERNW000 0AD 1h CRAOING AND DRAINAGE PLAN FERNW00D ROAD N 0 20 0 60 SpiNs Whim 011111 ~Am 4.4 4.41 ft.** w y.r*44r4.r►Mr 11 w 41010 1401wr11s n111111 4011.0 M Min 44 !, C31OS M.r w w►ti. 1►— M11101,101 .: ••• 1,• ewM11>e1 111 STA 14 CONNuATION SEE CJ j G .g. t 0 Mt. LEGEND Iu$ Mt w r• It .Ir\K .MIN «101n MIM .y r Warn MN ..n.. MOM . .w. MMw M1 -•••• _w. 000181/1 'WO W MOM •.w. WI tt.1�It •a OM r flit tit ta. • tt M I " 111ttMP AIM IO N Aet1 nw. ( -'1 A 1 1 Jim AtAtem Ft OP CON, h TIOpSTA tt OC `E C3 1 n2 MATCH LINE STA 9 00 FOR CONTINUATION SEE C3 101 NOTES 1 t 1M ..e *I Ill w M .. 1.+t .N • smu t .it nM tat gm tit fig h! a tt "'C M .et htw 11 wtST MC 1 INTYRE STREET .. — \n.. i 1A t! H M « GAL EN DRIVE wt M u0 GRADING AND DRAINAGE PLAN WEST MC INTYRE STREET 0 40 60 4' VLIAGE OF KEY BISCAYNE MC CENTER tows*Aille Spas table MIMM miaow —amml • ryrt.rmw•rl•Mw se room awes mow iw; A rt Mom Mt Mtn Pei 411 C3 1 06 w Moo As.P.►t worm 00 .01, lint Imo' Itil t01Mw M e' MOW 7W MACE or KEY BISCAYNE CIVIC CENTER tmre .►ow Nara =NEM ME. PROFILE WEST MC iNTYRE STREET '14444- e « « 44 i .. ..2.:._ J I - -- __ ._ -- .x,.�-I-- ., w PROFILE WEST ENID CRivE — - �` 1 Pik - b 4 _LAMY GPADINC AND DRAINAGE PLAN WEST MC INTYRE STREET PA I 'DRAWING C4 1 06 " ,a,....at,,, 1 1 LOCATION PLAN N 0 40 BO 120 DRAWING C4 1 05 DRAWING C4 1 02 DRAWING C4 1 03 VILLAGE Of KEY BISCAYNE CMC CENTER kit lbessit. 11WD SONS tre f DIX INNIIIIII Span. Ow.. MI imps Wm, Ilmilatanftwili MN MfaM dill Om IMM» MI Irllalima rt rtta .t If } 11441 C4 1 00 or Mini mit a•L /1ttart A Woo A. NM loofa - 001144l Mt lr Is NOTES 1111 404 44 11 war 100 1.11 IMAM 1116 • 111t Ac N 11 1t« ..1111 I M•MIn- moo on w1 was my 11 I11 110141 1M1tt111111 0110111 ON 0 111011110 1e4{ IIP11R OWN 00011 y01•1 1111 Dr 41 �ttut 1 mit Wu War 0 OP P $0011 606 0~0 tot t 1000w 1<01•111 tMM 1R (1.111111 1100 w 0016100 1 1111 01 let weft 1111110 1KA 4100 M 11011_ 0 11 14 1444 441 me 404 14 /••1t M 1 M 4•1 ti �► K w1M 111. 1e1t 1 01011101 1• 111 LE END 11 K 11 .1 1 /1114 /4 11 11 NOM 11 11111 *MR 11 1 114. 001 111 11.1 tutu w 600110 06110 MI 11 0614 141 Mtn It 44 O11 .4 t 0011 ea r 41 110 01(101 10 40000 1100 11w 111 1 Olt We t 1111 1t 10 11t 4.111 14 MR 11.. 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WA 898 K c Wadi/ /4111 WI Y X Or 11 6 1..t I A *(3•• WS .O R WW1 0111.4!0 OW 4111/6/144 It WWI It 111 00 0M K W/1.411193 (OW 11t.11t1. 1M. M 14 r1a. 411 8111K MM ti p J M ram !189..•1! MS 98 4 N.1t OK ma M 11 Os 8989 M M MM16 It 40S SWII.. (3450 tt M .W 1 .1 LEGEND (.1.1 • 1 w or 00 11111.•. OM OM OM 111 ►lit /00111 8 . 1 .14. 1 It Ng 1R t... NNW 11116 111. t WW1 1W Pat 1 1 L t, .' t I IDDEEMBECI t �. 1 -- 1S---- --1t Ir-- p t t ..,1 �_ r MATCH LINE STA 4 40 FOR CONTINUATION SEE C4 1 03 UNDERGROUND UTILITIES PLAN VILLAGE GREEN WAY 20 0 60 98 t1 w A VLUG 1F KEY BISCAYNE CIVIC CENTER SON' es eMs MAI 1111/11110 00!41! OD Wow M aw •(3100 4109 ! .-4a.n ARM — NO I.00 WPM 1r11111.1 w 04102 0011♦ I MM O. flee 4t 14 141 *1 MO ir..ot 1110 WOW WI Sap f LEGEND LEGEND t .t • R .. *PM tt t.Mt COCK It Mt A r r+�r e!u:x�saav -- = e oo r. oe NO ES �. W Jtlt•mr0 noot d .t 4 a Ow Co. ew a op MO 001 It su .p. MO(O 9.0.1110n( IX 09 0 M MCA .t Co 0, M .7 Q a P Y Y' h dt M.L art K Po APO( a ,as Oa t COI Otto 9. •t tout n y, OR OM oil O. ad UNDERGROUND UTu flES PLAN VILLAGE GREEN WAY N 20 ,p 60 VILLAGE Of KEY BISCAYNE CN C CENTER *lb tea l* WI rim— Comm tr..el • ..t01 ►..•19 w Yrlr. MI .. 011■00111111 tiMona ptM• .OS an C4 1 03 swim t am S ee* &sepi . Nwtdi • weal+ owe mu f -l► loom s eer {beast -!W w 4 NOTES 400 I I t, ( trllrl f N �iri • 001 es 14111-4 •'t — 40...1. 1_ w .._M MATCH LINE S A 11 00 FOR CONTINUATION SEE C4 101 (103 Oa M e 111 .M 101004 F 11! �l iN r. ( M064 .w I O 1 K ( 1Y1 000 N O O lo^ - 1 w a- — W ERNWOOD ROAD 2 0 � V a 0 roe. M r 0.. MM N 1 .e w.t '•I M NV EMID1Ale A1K 00 101. r re Ile. �[ O Vl rM 1p. 00 me 4* COMM MM r Hoer OR COW KS COO 04 1M co n a 9.a dal ., tUc ec 01 at ,w 0 N .t 1,MII .n ER 00 1.1 w ran 00 era prb con Rt,a 10 WO VE CV a N ce1.r Qt Vtac ,a6 It M(v Oa MK 00 e1 040..0E n ..0 .11 Ou O 1 N .c LJ END .4 O ut K r— b wwrt ,e. 10( 401E Da ... UNDERGROUND UTILITIES PLAN EERNWOOD ROAD 0 20 0 c0 •Ik*;E O KEY BISCAYNE CIVIC CENTER Rh Thee 'WOO *Me dM1e IN111 ilsMms 000 111 lbws 00001000001 0. 00 M owe Ale Mir eM M EMO 10110 4040( Nr ta d 40 C4 1 04 0840. — *Me •Ue..l. 4000.. 0000402 0 00 V X. 1000, row 00wi 6! M0 NOTES tot Ma o M1 M rt t111 Mt 1M. Mt mom r.t' AM t. 111* ISSIM ,. $111011 .4 Itl. wl.0 I1r IM m mat t/1.oI .1 I�f' * I MOM It UMt MII Mt a Mf11� MIMI IttNIII tit MMtK1.t sty 1*11 w M t1tMw I MM0S .II att It IlttItt 104 mt on MtII Mtl MI R AK M 1nm PM 1*411MIN sty It (PM n tw (Mutt* A .t 1*.MMM10 ret tttwlwl MI M .t I« OR K Ma M, u ✓\ tilwAtt M.S M H� we « M M mkt LErEND w Mt( t t.l 411tH t iv( lime - li nk 1 Mt *444 11t t1KM K .tit t I1 .4 set MIMI 1 St • to n 40 10 t w ft t. flw .1011.* t44 Mt JIM fall tt 1ewaI flit of tlttl.tlt 440 W tt+nMK M M I4 h thM 0111 .IM I L..srt_.}1 _F.] _ --J -- st---- I EMIESIBIZI e ^o t WV 1 2c, �tut M� 00 OA r ! m ` Lin D r04-70:-07)-6. K UNDERGROUND UTILITIES PLAN F RNW000 ROAO C . N 0 20 40 60 VILLAGE O KEY BISCAYNE civic CENTER a1 sope Ate 9101111 e..w1. mi ni tw.. • *4___1b.• Y MMMI WM I. WOW II VIM limn Mt MM S wift C4105 ▪ Mve IMAM IP,M t/r LIAMM 111..60*+7A Mom ilolot GUM ? ter V4l0N ONE 0N11NUAT,ON Sr( P� iS 1 TtN (INE �� 13 00 ONIINUATION SEE C4 1 04 LECEND on rt N Mr N ttttd IR Nett NI +••=• - MORn 110 feel 01M1 ttAt •tt antt 114 SIMpON OM Set 1t ut $r tow Mom II r Mt 1*4 1 M..1 Mt fuel =— — L . 1 p MA1CN FOR Lott - sONSTAE 1Ci W 57 MC MATCH LINE 31A 9 00 FOR CONTINUATION SEE C4 101 NOTES L( MOM4 M M 4t1 f0M W t ON MM t rr ON( M't tl*t *14 0101001 i n Mrt We Non nft ' ! S1 bloat M070i/M. lettettOrt Mete t Stone WWI 0 ItIbblitet /Ot t1R K4 tt tem 0004 MONO et 1011001 bit Sett r a e thttt 1M1 M N n n +t N OMn1 0t we R IPS O • Ora WM 0Oanutt4 St R N MO N 'b e tut ot et K t3MN ,tebt WNW u (WOMB OM 4 K rmot rt K IM NTYPE TREET� NMo n at W MO II 0 -1 M 1- C (,ALENI DRIVE I / U\ E P UI+D UTILIZES PLAN +IC INlYRE STREET 0 60 1 I VILLAGE OF KEY BISCAYNE CIVIC CENTER Rw ININN.UstiM Spas boils $UJI - - w+n to bobs r OMr4rst ms rift 1r Mrs Me11 M IMSS Am. Nom * Mftr Soo 1N0 04106 1441• WO Mr ♦tspJL WAIN* 114008, ,M tame 01100 P4 3C 1 Pommel iC51O1 1 1 fl ---------------------------- I I r � ... L_ I 7-1 121 IORAWING1 C5 1 05 I 0 411 Jr L M 1 /\y7 IORAWINGI C5 04 J MAX Of KEY BISCAYNE CIVIC CENTER SAM balk NM roam ba sal waft •r.r.awn w■+r so dams +o MINN,aw lima fin ONO DRAWING I C5 1 02 LOCATION PLAN ',I o,o80'io low CS 100 m ot tam &sawn . w.Irr OeWR444 urns r MI 1 /p444 sow 42440 -ll11 1114 rlb.ftl M 040 MI %M w /tA..1t1t141 n1 rwt wt INNS 11F14 �"Oft � �p10 Y Kt Ina MN M NOM •101111 MVO "MS rW1A/MOO P emu r IKnet 1 NI A** yM 14 II ttM 11111104:11 Vs (011411P la It 4.146 •t COW tt r1 Ra ..11 •t M rNw w at 11w M LEGEND tn11R t M J K l MATCH LINE STA 11 00 FOR CONTINUATION SEE C5 1 03 P b. reit wv1. a amok ", JS 0 1O O v 4 i —en 0 W — 2 z !1 U - 0 O < U tY O ELECTRICAL TELEPHONE ANO COMMUNICATIONS PLAN vILLACE GREEN WAY NommEll 0 20 60 VLLNGE OF KEY I,SCAYNE CIVIC CENTER p1 «gtl, flnll 10116 Coble MIA - Imre 0.0trtw` �� t 1.w 1.1 • t iMe tr Mao lora out MI6 .1 0 CS 101 SOI L - MOO •MWS 1•0•1 1- a••••w ••• y J,0 Mew Pow tMw1i ' 6.r NOTES M t Weight* M Mt N+ ,1515 1 gN ay( N M Met O lt NIS rntwM � •gN e11 1. OW 11b 1st ▪ mUS 111111.111 MAPIOVI .1•11/1 ma Apt NM* __ S MY ■ K M ASAIIII MOM MOM M 1011151• tfg Ott, 1F tww r WWI let m. tt 1 RV 11e Mt M ,us, Ma MI R Ors • en ng111 OM tMMKOF tteg It 1W M CO 411• e M M1et NK 11155 111 A 111. 1141• 14 e1e11 616N MM 011 LEGEND 111 toilet 4 r M nt/Oq 14 ►11515 11.1411 1/1 MINN ►115 1111/. 5 MIN N m15 t• 1tw4 1515 smog s15 t1M4M M 1. 11..14 an E_ • t ELECTRICAL TELEPHONE AND COMMUNICATIONS PLAN VILLAGE GREEN WAY N 0 20 40 60 VLLPa Of KEY BISCAYNE CIVIC CENTER M elegrse.nwile 10111 beide NW 11010 0 Ilumm m elrimm\ e1oe I11elile111. r Ins. MX Mow. sm. ant MOM Mgttlil CS 102 41151 gam all ow L 15. -- Wm 1151 INS Mown - 61110 •4 7Dg e- 1 NOTES rlu_J •.• Onnt Pk n� .9 S OS S at [ ut It.l06a it MA CH L HE A 11 00 FOR CONTINUATION SEE CS 101 Clot EMI N Ir.� • I sows It 1 II 1 • m 661t a6 Owl TNtOst SP bat 0 0 — `n z 0- 0 Wen a6 M 6I a rot r snit +c Pis Inc O@IP SI/0 OUT 6of [tU 66I MS M IC vac W06666otelpa ts ant — w ri a Kant MK r ■fmatlM II t 0wCM6t WIC COO 06 S MU 1* C OM* of 0161 att6 ♦ M ut of! P *t ti w It N rt scut 6n unit It 16. R Pa a ..a Orac C061Kr6 9N assn r 14 t0. Vs RMa4 661 SOH V6 spat Sr K w awl a/ At LEA ND e 6c °6 00 4.1 .6 a 6c n J ELECTRICAL TELEPHONE AND COMMUNICATIONS PLAN FERNW00D ROAD r`I 0 20 40 60 L- 3 11UAGE OF KEY 81SCAYN CMC CENTEF rat ibte n* *Mb CMOs API Sops Ow Mw r M S, Il1ar 6110 elms nom 6t Slob CS 103 M rPr mown IltbrP Oftya t OwI Vs. — loom *PM. 011.4st $0I 1 NOTES /4.. r. $6 .K OW OK 111 444 KY r ..a..t 44 O. Mw ..• SA 4 X4 t 1 4 wo.N1 114411 art M 411411614(0 t 4401.1/ 11 (14 64 4404 610 4/11t 4144* 11.11 filet 0K 4t 144 04 41 ■ 1 1t1 . 1t M 4 At 1 01 4101 .41 w 4 $1114.1 WM 4140 4{1141454 4411 0' 4.4144140 • 01.444 1101 met • •14411N r 4 r1H (Milt 011 •1 LEGEND 4 K 4 11 *11141 r 1.444 MK 141 4151 0l 1041 O K1tN 011 444 0t 4151 of O CR it 41 14( 1K- K N 4 4414111 141 101 t K 1K 141 11..1.4 44 1K 511 t 114414 Sri t I «n „ 1 L ---- 1 1-"-- 60AD 7 1 ELECTRICAL 1El PHONt AND COMMUNICATIONS PLAN FEPNW000 ROAD 0 20 0 60 VILLAGE Of KEY BISCAYNE CN1C CENTER COI /agar fl s Spas Cadets NJ 41414 6444 11144 Oa 14441 001 1111440.0410 Y4M10141 44•- 144 t1. 010 Ma 6.414 1„ 51 C5104 f.. Nor alum ulprt floor anew 4411101 4/ 7.11 Unapt 11444. 54041 1 401 Wit STA 14 75 'OR CONTINUATION to C4 1 04 1 1 It I H LINE S A3 00 ONIINUATION SEE C5 103 4 114114 -6 IS M M Y LEGEND (14 41 1 I 41 111. 11 t .04 MOI N 111 MtN t N 1141 MN 1 K Mast 41 Mkt 1 414 (MPt1t ►M0 1St 11 4111411 114 M M1 44 MO 144 r t ht IK11 444 PIM Moot 41144 1M. K 41. 4.4 5.4 M L_ 1 r --� t u WEST MC 1 044 11 MATCN FOR CONIININE STA tt 0 UA`rN.SEE CS t J1 MATCH LINE STA 9 00 FOR CONTINUATION SEE CSI 01 1 NUTES .0.t of we ' 1.o2w e 0r .a ca 0.4 a N /M c o. 04 u on INT) E STREET ,t .w dot a .o rc 44 w u .t tow 44 .o h[ r a M K t1 ❑ LLc CAL TELEPHONr AND 0 VUNICATIONS PLAN w ST V INTYRE STREET I I 0 40 60 1 GnLrN DRIVE V%LACE OF KEY BISCAYNE CIVIC CENTER lel POWS* itldl _ easels MUM 44 ..x. ...... +. .14 .. tral 011.11 Oro Mt IMO CS 105 11111111111 AIM" 1.11111.1/8 t>1MMw OM, 1•. tr. tsow 11e44t 1111 111. { at 7 N W Lnr r WWI WI MME WWI .11 J // ,w St 1e 1r •( 4e1 1 t 41t et wrT .1 WEST MC NTYRE SIRECT ( CRANDON BOUL VARO TO VILLAGE GREEN WAY) r WEST MC IN{YRL STPEET ( VILLAGE GREEN WAY TO FERNW000 ROAD) St 4t 47721,0111 VILLAGE GREEN WAY (WEST MC INTYRE STREET TO CIRCLE) 1 DMNM} 141t 14 4011 / I~ �ttJ / \ �, Mt X 11 10 1 4R. 1 t r -e. u -1--wriiillLi s ., VILLAGE GREEN WAY (WEST ENID DRIVE TO WEST MC INTYRE STREET) a �r— .P4 4. .W — IA 1 en on OI .W 10_ .11 O nt. T d el •M{ .0 04 Mq nt v 0 TI N S O ex L_ N IT IN4�.�-T�QN zk s AM VW L_ —l., — TRAN VERSE SECTION AAA AA 4.0 P ExFILTPA1ION TRENCH I t 2 VALL �r___,,)T nEL IA t CJPB I G J SA — f 1 1- § ALP„ AND GUTT_R .4110.4( u — wr r Mkt .0 CDC W ski M W A. L *( nv a PA\.EM_NT RE TQRATI)N OE T AIL .t S.. WW1 KW ec 44 JRB RAMP DE AIL SEC a.1 ft 01« ? K 1m ,. (▪ 11 t• .O1,16 114. AO WIC Semim u1 nt yC0"`.."441t m u'�ta 1.t tM .,(v1 CPO( WY God > e" $.1 CONCRETE PAVEMENT JOINT 4 0.01 "-Notat .Leta on m. .4. srr b m'r ralm furies ASPHALT PAVEMENT 0 w44a� 11. Wet WOW PAVER SECTION Ni11CAP PAVEME NT ST11101 .11 » O YR4 1 0.. 4 MOT e.«1a ANG AP PARK NG SIGN wry. ..K 1.0 .. >" 'Mt 1444 0ti0 -, 0/04 • 101 00.40 C 1 'M Stit t r• 441 114 4 pfron of NO14 SW. 1.114O4A `1001 0 4 !040 01.r .0100 1 11!11 h 44c 1. art Me l 40 .mot la s aga .0 W es •Mw " a .e .n %0M0 NRR taw t« VILLME OF KEY BISCAYNE CIVIC CENTER Kw ware sew 1ppY Cob b OIMa 4 444-. t,... 1P 144.1044. ey411.1..111taM In O EN.+. 44 w 441 WO 4101n Me ax NM 1441. DETM .S C6 1 01 1410 Irmoemp.P L Womb. 0 40 .• • wow 1V 11416 t44.0411 WOW MOW Z44 Se/• kr 4 4, r IMMO Ml. r M r,.tier+ re br wil(Iia 11 111 r watt loll 1 h waa h..,F t 110' LTIW ✓ GRIN. N1f ▪ 7llLit( " WEST ENID DRIVE 1 /Sr rt ftr L 'W FERNWOOD ROAD CONFLICT MANHOLE 14 bast r rR/IR u KW Ill TYPE A CA CH BASIN 00 M 004 TYPE B CATCH BASIN K 1 I r1 sr' I MANHOL t .. X. OA! ,0 Sok I Pf C CATCH B SIN RD/ OR RAC OS wrr� RUC 1.1 . ,R.aC aRR RC RUC W s r[ .w a c OR .K K O W OOt w u4 30 SO .3 U4 430 00 fw U4 RAC r0 US/ a 4 M UV CS r( Aso U4 W at M S. 0 u4 CS ANC NO 04 a C ^` u4 30 60 J .- .. ..,41 7. uQ 130 b M S. U4 U0 b ♦3 U4 10S r( Aso 041 a s. US/ VS r[ .0 u4 a t 1 U as at U4 lea K .o u4 a CI e0 ,S. U4 10 r[ Aso U4 RO a l Asset "0 U4 A sset K ., u4 As s0 K U4 00 u4 .O mat Aso u4 G 1 Co 1 US ..wet 4 3 0OC [l [ ( 0 VILLAGE OF KEY BISCAYNE CIVIC CENTER (4e1 botepse Nike SM I t srda IYJM Uw w..w 4 0rw.1 Nur. 49. --Y I..1 NA .r.. Asp.. ._ 40... DETAILS 414. e. . M. 11• J11t A .1111 ef10 001 ILA Ma 7,1111 C6 1 02 %R s. owe Laws AJim /[ *Aar J.a(npu t[ems 40 ME ow*. swan' =IS 1 g4l 4 - c 111 4 �tr1�1 e, y tata , " eat M rogib t MOM A 11 : r 11 /WW1 r O 11141b1 r e tt at ~a te r�•n.1 • sib WIC NOTES 40 1 41 N WO Ie. M In am 1M • 1mist .t ell Mb 111111041•11"01111 mit INN (1010.11 na1 M eO "0.411 «114141 4111111 .11 1 .0 wont DOM re 11 a710afaA Owe 0.a t7 411t mans MX 1D et a 4etw1 1041 0.m D. am. got 11 Mot te net tor14iec w 4114 1e 141 at NM • W. Q1 •ac t we11eI4. 1041 a Imo e4 10. .0 a a et mn1 0.1let 1414• 4.6 0Mwsw4 Ww 4 •.c a 1 44 0011111 tot .t 11"0.•-7 11 NT — — —1 — j >� - . y � / 11011 K 111 t 4 11e•17t 11.01 141 a rat' n •1 (�. �t k f .t a tI+� WATER MAIN PROFILE VILLAGE OF KEY BISCAYNE CIVIC CENTER Rey Steeyne ?wds sru C 1414 01110.4 .. •w....1 .1.....1 r Y ..0. .0.......4.. 1..w 011 .. .w... 111 ..n. W 110.114. WATER MAIN PROFILE 4. 4 .r4* lot 1fyAs mai Lei • 0 r.f[ 1f. 1184 C6 103 414 mom twn11 taw 1 11.1/1► Wto rou w� R 711 1 wr.Y o . 71811. 1741 ' STANDARD REQUIREMENTS VIER AND SEWER CONSTRUCTION (GS 0.') WATER AS BUILT REOu1RLurt4TS ICS 0 St 1 41 waft • IM 1I 14 04410 Oat K CHIC 4WOlrtt 1A. 1.4 .0. 101 0 14 0010/4111 alt r 444 110 4 M N MO 1 11 M f1A4114,4.04.141 .44414 M M t 4 N r 14111 OS own as s wan 4.44 1.M 0014 1.4M U 01 UM** COMM 140 w kit IO W M 41 • M 4841114.0 6101411 611 4404 MKS On It 4i 4 t1 N0ht 1 141COMM 1441 NM *ft 0. 41 IOW 4144 144 ,.11.1111 Oft NOM N*Mi1O WI 00 4 001 1111 M MUl 14114 104 K 11 OM N t M 1. 41 MAN MOM 114 4 4 4*11n 1 400041 • 4 004 444 au a wain 44 14 444 OW 1 M [K 0 4 4 wMM 144 010 10 41440 oat KO 01100 144 WNW 4 114141 4000 14 1!444 404 K M 111.11 I 004 WNW NOW *1w4 M/41 C .400' ONN ON 1104. 11( Kt.tt 141 114 • 404!044* O lt O4t 011010 /00400 4611 I AwK M OA mew 41 011 14041 M 0411 Amin 4O 0(1. 0 OKM 011 M K M 41 IOW N 4004 04 • X44• MwO4 01 10 44 41 *1 41 400041 N M K M 4 r 1114 11110 10110111 14 0100 106 000h 1• 01 K 4400.([ r 0144 1».140144.44.1 4. NM 01010141 IMO M *Mt 444 441 N 110011 4 (41(01 11 011 0111100 108 • t. 1400 1* M KM * M M M k 04014 141146114044 10140 AMMO N 11ItMM w 04001* 01 46 111 •O114U11awn 14 4 * M 4 1 MOM 04 11. M 111110010 0 0 40 0 ft** 4i 11' 40144 • 4 41 IN• 41401/ OM (.(100011 44114 A. '44 0P 0 M. 11 4 IN MGM /4 0411 01 1011 N 10 4 t • 41 [ 41 041041 4 14041 M C MS 104000 Ot 1114%HOOP OM 444 1404 / M It .1.111 WPM MI I. 40111* M 11(00* 40 (4004 0 1 40111 114. • 111 . 14 111 044. 0 014 41 4 0 Ott an • NV 40144 10 ((01 •4411. 4• M (r(0* /+w N4 0 w 411 M O 04* M 1O 14 *• M 014 41 4441 00 4 tam t 44 /1 •4144. 140 141q 4041461 .1114 Net 460 4 041!0 144 1 OIL 44 401400 N mo t t Aiwa 0 MN A4< 144141 01144 I0. 00441.10 0 • • 010 4.0414 MOW* heal KM M 1111000* O 4h -41104 1 411004 • MAIM 044 AA A h*0 IM AM r. 4004 11110•111101014141 141 1 44140 M 04 O OW 100 ONO 04 440 WOO 4141 14 004 EA N K 110004 WON* 0.11004 0114000 44n A A Co 4t O 1441( 1 1 • 4[ 4444 14440 4 14 fit 140 IAe/ 410 K Yet COMMIS 04 (41( M. 00 t NOW M ft M M IO .1 4I1 Me 1 04 14 t ■444(1 N I4 01A k4 M 101 1R • ON 01 04 Kt 1440 M 01 04 O t MOM M M Mott N A ON M1 4OSt 0 00 011 at MINIM N M N M 4 104 ON I 4 wt4 111 M K nil UM Ant t CIS ft! k0 4 K M M ( milt '4 ►t 41 ,*0011 0 1 nt t4( CC 1 11 411 0 M s M1 MIMIC NA 1(M t t MUM ON t 101 411 1 ma N 110 4 A MK 1. k I M M 011 0 001 10 144 t4 .t M 1046 Aft0* 401 0 M 0k N 10 44 *1 +4Neur 0000. M. K 014 1 .0 0. MM WON MM N 0.4 I 14 1110 0C .01 ft* 00 MC I.* OM N[ rA tM.t 4 101 N .Rt 010. 141 NK 1( .1.114 *4 00 0 44 M w NO M N St 1144 r 414 0t 104 Pin r NN t 10414 40 IO010 04 N N 110 10. 4 MI 1011 00 r 144 1141 NM1 000. .4 111 M u NPet M4 K r 00 It Hon M ..f A 414( 114 M1l N(M 0Of N N DQDE COUNTY HEALTH DEPARTMENT NOTES 010 M Of 040 MMOMK l'41 0002 N WA N S.1[ 14 W 14 A 1. 4 0 0414 NOM 0 t // 000 1011. 1.. 4 01 4 11 006 4 M 4 114 11.11 .11 11 r e.v 10 0100 .01 01* 9111 14 M 144 0 004 4 (4 d Oa 1110 of No 1511 Co .M 4 O0 tlt K 00 (1a 0.4 00 WK M 14 0.11 1[01 1(/ 411 01 Ott [ *l M ..46 46.11 40( w040 .01 * 1( N 1(*SWA N 10 111 41 p1 0( .1. M 10 Ai 101 OM NMK( K * Ilb e /0 1.41 0100 111 w 00 4 1110 04 M 4414 104 ITT 1 101. co R; 111 No Not 00(10 *00 441 14 LrGEN., N1 N. 00 9a 0. 00 49 1 14 000* c. 1F Lt '.'4.4;44141 L EMEICESERSE VILLAGE Of KEY BISCAYNE CIVIC CENTER Key 6fc gM ner ds Sp 11 C del MUM .1..1..1.1 4..11.11 .....4 M. 1...1 W r 4. .14.111 w4 /)♦1 .41.1•4 0111.4 14 M. *dm 0 4044 NOTES 4 /03 .011 1.40 0114 Mp. 11 . 40 N10114 40/GI t /A 4115 0 101 C6104 10 Me 4110. 000 1 4.1141 C.0(orm 0101. 114 0M1 MOON 1.,1.. 4(S Su c7,o 4 ORAWING 07101 DRAWING 07105 2 J I DRAW N C7 1 J JDRAWINGI lC7 1 03 LOCATION PLAN V O 0 80 170 VILLAGE OF KEY BISCAYNE CIVIC CENTER UT%Wei "Wee Spun Gaeta OM Iligm er.g Ira q �....�•. w�...+.... w.. rue -MOW MOM ON 11wm Yew Mt 1ti• Iwo toe Oil re au .ws 18111 07100 fat IL Nora Ilarsl Prom 0A6 *er law 11111 swor e 'Mar 1!elM1AAN t 1 UATCH LINE STA 1 00 FOR CONTINUAT ON SEE C7 1 04 LEGEND .e .M K 44 wet 44.n 1 W 1 I I 11131211132292 F NO1 S 4. 4. e4 ... N .. M ur Y .R ... TRAFFIC MARKING PLAN VILLAGE GREEN WAY ��o VILLAGE OF KEY BISCAYNE CIVIC CENTER Ktt 6%c hne FmMe *Ms aM414 OIUt1 Nara WS ry* t•.ea. Sal Mum Moir 41/6 fD a a... a r s.- pin !w1 tar 101A 4111 ft4 aIt1111* C7 1 01 t rot 4.w. tt *,►t *N komo t1K7+ ► lbw t f. MN t.Y11w.4now alirg$.— . t. NOTES ON rrrr. 11 Mott ••. IM./ 1 •••,..•t. MNt .r .wt .t ► YIN NO LE EvO K • K M 0 WWI( ►M.1 MplIt /w a MUM Wet MUM 1.86 M all • it pq NI 1 Mgt J STEMMED 00 St 14 Or HIM t .FglSE:�rw'E ."Aes o..Y t T _ 5 MATCH LINE STA 14 40 FOR CONTINUATION SEE C7 103 TRAFFIC MARKING PLAN VILLAGE GREEN WAY VILLAGE Of KEY BISCAYNE CIVIC CENTER x.r Siam nor** 3p1llh t••AI. Or/M IMMO IMO OW. Woo r .I.N I 1 lit C al 07102 r ow alle Y i L *Amos f7M.fw tr y.. r. XIII MVO* Mw t olled % feX Ate NOILS (ROOM wN Ne t MN Met tee W N1 Add .eel +t Me ON LEGEND trims eem .< L ( l I ,i L— 1 TRAFFIC MARKING PLAN VILLAGE GREEN WAY N 0 20 10 60 VILLAGE OF KEY BISCAYNE CIVIC CENTER or setter. noel Spills Geoids W M me err boom ems e.r►** eee.l r w OMM• er II* ONO fa .- t_ of eelB - e1_ Wee lift As ,11/111i 11. 1e N C7 1 03 ems Wu 4100% tee— n+urw Lora th. Mee 1 . sola r 0111.04113 Slee t V I LJ MATCH LINE STA 11 00 f0R CONTINUATION SEE C7 t Ot FERNW000 ROAD "'v' r �l�tca,v.. z _ o zz z ¢ O z J 0 nal NnTES LFGEN() TRAFF C MARKING PLAN FERNW00D ROAD L VILLAGE Of KEY BISCAYNE CIVIC CENTER Kw row , MAN fp11r C 1161111111 ...�• Ihiss.q we Im o 0161611.111.11111•00 tw Mime all ha AIM MO % or I_ am MS "WI Vo. C7 1 04 %MI Ilk *VW 41 8/16 tiqs.Pf. r w.. anti.. . ... t Ma awe.. *raw ill,001111111 1. ter MATCH TINE A 13 /OR CONTINUATION TTA 1300 SEE C7 I 04 NOTES mtt Wrmaaatw NI • aN tafw faaT< a "1". ant K N Oat TIN 22M".1 t M SIf. MATCH L gut T OR CONTINUA TIONS TA 110 ) SEC SE 1 01 St .1 Nary MAK MATCH LINE IA 9 00 FOR CONTINUATION SEE C7 10t Kt ONNt t to ,., aatK Nn NY COOK 1 «1 __COM w trt st I COOK t Kr swat t 11* to .w vie LEGEND tf.l .R K " ■ J 4. I asses .r'w. -t2e a —I 44 TRAP IC MARKING PLAN WEST MC INTYRE STREET N 0 20 0 60 11 GALEN DRIVi VILLAGE OF KEY BISCAYNE CIVIC CENTER pm swor e rim* JOIN Cnmtla OWN www w r by. f..Nr a.r.tir Ia..ar ..atw. +Ir..i.. WO ti. .rte adeA� v.. PO C7 1 05 w ira.s. wile .IL f .- Wim p.. tuft* we MS NfM. Mein zwww•Ael ,;: �.... ` --) 1 1 ,,ii 1 0-e I 1=11 (4 1 f j1 J # 1 {.: 11 Eill ' /III W .. M( A0 M 0004 M N 8 g8E8it I? I> 1 \\ \ f? Nor wI �r I I FiC =N J 1\ 7 a a Y1 0 1 WEST1 r I✓ I )) 1 (t I WEST ENI DRIVE ll1 DETAIL B TRAFFIC MAINTENANCE PLAN 1 0 n n 20 VILLAGE OF KEY BISCAYNE CIVIC CENTER rwwi * Splln C adets NM - - Irk M .rt rwr y 6111Ml.iS wr,r rOriw al fPINS w .rwoo ail MS rw. i swi 11 .E b CB 1 02 - rr ►u w ►t w..r.a+rM W... NS WEST •.f I I / d it iti•--77A-7,-;,-.% I. L.;-+-,/a;,,r-vaf,i t �r Z !% ` Marc z� 7gt'i lint - .,, ----..►s ;z' e+wai�b i"rs l.1 'f'�yl i?'tri:%t�1v ;;17, 440,07,", +wi c s�r4•40-.5 , „"'.t5: .1� 1 a'"'t rWl • v ._. _"x YF. 1d►.Ao .✓i .:`./Jf�»I r�w:'r.2'�'t r�7nw"s'�'.S.�5•�1 Z� I Ar!` `- �.r ';';'.1,''.'‘....E.•. rr s � �;4; it � v a 4 y 7��i' � x �FrTil!' I I �J .fur{i .. �" .riY// �y�'S. �fPG ..;f.�M►?.a ,a.,., 4�.4 i , i � ii 111 .>ra �rry m i44-',.....7,. .€41444 17 o C;;. r ion. '`�•:rs:�sra ysk.rrs ...f•'� r (u amow; :1;i;:j.liF,3 fi : -''' '' ."1.1Z- l''°jILL'141Lir g' ''4 .0(;67t‘ 7/Z44t7 - ' 411 / ` //' ��I�"ice�.�rt� s:9, ';! „i ., .H. 4 l� i ■.. IH ��IIIH!' ♦r err«. wK K WEST ENID DRIvE 1 tip if / PHASE 1 PLAN VILLAGE OF KEY 91SCAYNE CIVIC CENTER g et ► ose *Nis h1dN NUN siparis glom. - Oro . Sri lirr•►rr� rMI.r 4 01rr .>r ,+r. .wra C! 103 fr r r r► Tarr •1raN. Near gropup lw av ION ammo wrrr d11wr.O1r -r F.t b (.4 v ' Ni 1a /L� 11 WEST ENID DRIVE IT al h L Lry 17 J , ct- -P `--/ / / PH AS 2 PLAN IMMINMEIG VILLAGE OF KEY BISCAYNE CIVIC CENTER *Ms Cadet' 'SUN arrow lopm ms Pima, • 4. Somo rNIV� w.r mrr1N 1.1110114 Men MONO M tir Imo - S IM t.N Ca 1 04 IMO 1141 0.0% .N... .. 0N1►+ ia.. r 1tl1 ..I.. Mw a1M8.1 f111 is s �/1 ' ., WEST ENID DRIVE L 1.,.. . ..,. Ij r V 1 / AS 3 PLAN VILLAGE OF KEY BISCAYNE CIVIC CENTER Key Nam Aria Spill's Gaels MUM 1�� - Dada K— r011�.1rr !L a. Id Mew Mira.Nom time re SIMI — Owl Olt C8105 ,milt vv.* Arm 410.0 1 *oars C .N•p aw awe Mt NA ... .» .. ..� atw11% James A Cummings Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 ummunCIS Gene al Contractors Department of Management Services State of Florida -Facilities Development Attn Mr Rafael Martinez Sr Project Director Park Trammel Building 1313 North Tampa Street Suite 106 Tampa F133602 RE Key Biscayne Civic Center State Project # VKB 9806900 JAC Project # 99-1-38 Dear Mr Martinez, We are herewith submitting Revision # 0C -20P Thore 954 733 42 1 L 1 March 19 2002 Ile:s -=;febacur"'rlr c : corn Add 8 light fixtures on the roof parapet walls in accordance with revised drawing E2 3 31 dated September 10, 2001 Please see the attached back up and summary for the work in the amount of $ 4885 00 This cost will be applied against the Owners Contingency We respectfully reserve our rights to request additional time should it become apparent this work will delay the completion of project Sincerely, Frank Sedmak Project Manager Cc William R Derrer Rob Maphis Jud Kurlancheek Spillis Candela Nina Gladstone ROC 4 21. I' 3u, 1--, i I Key Biscayne Civi. Center Administration / Police Gat_ 3 1.i C. i i i Cost Code Descnption Material Labor Subcontract Add 8 light fixtures on the roof parapet walls in accordance with revised drawing E2 2 31 dated 9-10-01 • Fisk Electnc $4,625 00 James A Cummings, Inc $158 00 • I. Or I, II , • • SUBTOTALS SALES TAXES @ 6 5% P,T,&I TAXED SUBTOTALS MATERIAL TOTAL LABOR TOTAL SUBCONTRACT SUBTOTAL OF COSTS TOTAL 1 $260 00 $4,625 00 $4,885 00 $4,885 00 $158 00 $4,625 00 260 00 ,625 00 21 Jan -02 F I B K L ( L James A Cummings Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 Attn Mr Frank Sedmak Proj Key Biscayne Police Administration Bldg 560 Crandon Boulevard Village of Key Biscayne FL 33149 Subj Fisk Electric Proposal PRE 601061 14 James A Cummings Inc Proposal # Other Ref Add (8) F8 Fixtures as shown om Dwg # E2 3 31 dated 09/10/01 Dear Sir We hereby propose to increase our contract in the amount of $4 625 00 for furnishing and installing complete all matenais and labor as required for the above referenced work In order to substantiate our proposal we are enclosing one set of our pncing and recapitulation sheets as well as our description of scope This proposal is based solely on the usual cost elements such as labor matenal and normal markups and does not include any amount for additional changes in the sequence of work delays disruptions re scheduling extended overhead associated with the unforeseen delays or disruptions overtime acceler- ation and/or impact costs The nght is expressly reserved to make claim for any and all of the above items prior to final settlement of our subcontract agreement This proposal must be accepted within 30 days after which time it will be subject to escalation We are currently requesting a time extension/consideration 15 days in conjunction with this change proposal if accepted with the Proposed Overtime Factors and Rate x_We will proceed with this work if directed and upon receipt of your change order in the above amount We are proceeding with this work as directed we need your change order in the above amount Since the work has already been completed we are in need of your change order in the above amount Respectfully Submitted Fisk Electric Company Y/C1% Es a M Sillah Project Manager Pat Clyne V P Oper Manager 1.4 r 'ER ' ED 4 cc Jack Maxwell Sr Vice President 10125 N \JvJ 1 1 W y ±±14 • M mi Ronda 32178 ph 305 884 53 1 1 t< 305 834 - , 92 • CCi7E00001 3 ECC00CU03 CHANGE NOTICE CCr«. D 3 D. "arry Job rJmbc'r Page number Client address JAMES A CUMMINS Attn FRANK SEDMAK 3575 NW 53RD ST FT LAUDERDALE FL USA 33309 11 L -, t(73 Jc.: i e C ,,t. i of1 .. ., Z^ _r Work Description We reserve the right to correct this quote for errors and omissions This quote covers direct costs only and we reserve the right to claim for impact and consequential costs This price is good for acceptance within 10 days from the date of receipt We request a time extension of 3 days We will supply and install all materials labor and equipment as per your instructions on CCN #14 Material Description Qty Pnce U Hrs U Mat $ Tot Hrs 3/4 EMT 220 41 75 C 5 00 C 91 85 11 00 3/4 EMT STL COMP CONN 18 175 73 C 14 00 C 31 63 2 52 3/4 EMT STL COMP CPLG 24 208 19 C 30 00 C 49 97 7 20 #12 THHN 1 000 99 42 M 600 M 99 42 6 00 YEL SCOTCHLOCK (#18-12) 27 8 23 C 0 00 C 2 22 0 00 1G MAS BOX 2 1/2 DEEP 9 515 67 C 35 00 C 46 41 3 15 20A 120-277V S/P SW (SG) 1 1 251 30 C 25 00 C 12 51 0 25 TYPE F8 FIXTURE 8 175 00 E 2 00 E 1 400 00 16 00 Matenals $1,734 01 46 12 Summary General Materials Material Tax Matenal Total JOURNEYMAN FOREMAN @ 25 0% Subtotal Markup Final Amount (@ 6 500 %) (46 12 Hrs @ $36 28) (11 53 Hrs @ $43 53) (@ 15 000 %) Total ($) 1 734 01 112 71 1,846 72 1 673 23 501 90 4,021 85 603 28 $4,625 13 Name Date Signature Change Order # i hereby accept thus quotation and authonze the contractor to complete the above described work (-) Su mmary of ..., h 11A-6 <11 cotilak R aG 24 P X G4SIT ei 74a -I of via /Z L- ip k It1A 140 0)01 D/ iru/UG/ DE CFUPTION OUANMY I �� I ►1/lTFR11�L I I LAC OH A U( '' 1'11\ A •T TOT. 11 1 I 1 1 I TIKE OFF r} p IXTI[NDZD CKC SUP TOTAL TO -A; i 1111111 11 I III I I I�~ 1 1 1 1 1 1 [41 Isd TOTAL 1' a� `OT AL I I I it I I I I 11 I 1 l 1 I I 11 I 11 1 11 I ►� I I 1 1 i 1J1 1 1 1 11 ►11111 1 ! 111l1� ,-Liiil 1 1 1 1 1 1 1 1 � 1 1 1 l 1 l j- I _i i;' i-1 1 1111111 � - 'i��loi---,I 1111111, llir- I III vie - -11 i 1, 11il1►1 !Illi 1 r -T-1 T t A I! I i l II i ' 1 1 1 1 1 III i l 1 1 1 I 11 I 11 1 1 1 1 1, 1 1 ll I 1 1 1 1 1, 1 1 1 1 I 1 1 1 1 1 1 1 11 1 1 II 11 1 1 1 1 1 1 i 1 1 ILI i 11111 1 1 li i 1 i 1 1 1 ii 1 1 i I1►1'Ii1 1 1 I! 111111 1 1 1 1 1 1 1 1 1 It 111111 I. li 11 �1 111111 11 iii 1 E 16171 i1 67171-774 i ( 1 1 1 1-1-1 III ( l 1 1 tN I t1�_ 1 1 11 I III1l1 I I II 111111 II i Ti --1 1 1 1 , I I I h 1111111 11,Ejj i IIII 1 1 1 , 1 1 I�--- i--� -T 11 i 1 I I 11, -771-71--1:11:71 -''j-i_j1 l I f 1 I I I I I_ � j jRl [ 1 1 1 1 l l 1 1 1 1 1!) 1111 I Hi I III 1►I i w 1�1 111 1-I i1 111 1 1 1 1 II IIfl, i I I .- � III 1 II._._ �-' 1 i 1 1 _IIII III 1 1 I I I I I 1, - �_ ii I I I I 1 1 II I III I II 1 1 1 1 - -- "1 � .7 /�'f f -1---: I 1 I I � �,-1-1 I James A Cummings, Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 uM ns 3ene al Contractors Department of Management Services State of Flonda-Facilities Development Attn Mr Rafael Martinez Sr Project Director Park Trammel Building 1313 North Tampa Street Suite 106 Tampa, Fl 33602 RE Key Biscayne Civic Center State Project # VKB 9806900 JAC Project # 99-1-38 Prone 954 733 4211 Fax 954 435 9638 \NebS t -e v\pvw,anesacummmgs corn June 10, 2002 Dear Mr Martinez, We are herewith submitting Revision # OC-34P To change the glass between room 1-029 and 1-038 to impact glass In accordance with RFI # PC0071 Please see the attached back up and summary for the work in the amount of $ 1464 00 This cost will be applied against the Owners Contingency We respectfully reserve our rights to request additional time should it become apparent this work will delay the completion of project Sincerely, Frank Sedmak Project Manager Cc William R Derrer Rob Maphis Jud Kurlancheek Spills Candela Nina Gladstone 1 22wj 4J A Pl2dc N - tint ,e 1 La.e rlh EL _ ,by Pit ~e Nf• c�- rat �c '`.. r• 4,< </ FAX COVER PAGE DkTE January 7 2002 fO James A Cummings FAX # 305-361-5647 ATTENTION Bill Hilton NUMBER OF PAGES _ _l INCLUDING COVER PAGE RE Key Blscane Police Station FROM Dean Latta 114 4 COMMENTS I received your fax with RFl response PC0071 The project vas priced with the tempered glass as specified 'Unfortunately, any other type of glass (with the exception ofannealed) would lead to a cost =lease The following is a list of approximate "per square foot" prices for some of the products available should the Architect elect to upgrade 1) Tempered Glass = $ 3 50 psf = if 33 t. (4LE61 /,o cowleAc.r ) 2) Laminated Glass = $ 5 25 psf = A Say-{ 3) Impact Resistant Glass = $18 75 psf = i goo 4) 1 %" Dui/et Resistant Glass = S34 50 psf = 3 3 ze Yours truly,_ Dean Lana f.130> >� Ihf4 rC'4,j C3; d' ) "Porgy op GZ 7/J74L u) Tr - _4 PO2 t Jtt :3 c1 15 1t-_, Request for information 2e -a, e^ ,Af mac_ Village of Key Biscayne Admin+stratson and Police Project # 99 1 38 rep Fax Rut * PCo07 t Date C reited, t 112sl01 TO CaslaatIV SOtillS Candela DP QM AttitierttTart N rya 3 adstcne 8CP Doug'as Er.raice Cora Cab'es r=L 33'34 Stiinazi WINDOW SEPARATING ROOMS SHOULD BE IMPACT RESISTAN f7 Artft rrCbi'vrgretnyr Authored Sy .,amen A Currmtrgs tnc General Brlt Hilton Cartractors 3575 NW 53 d St Ft Lauderdale FL 33309 Di�c2I3ne ln+ePor be5rgrt Cott tmittoct Ameutt SFO,ed tmpaat -Days Ovisif Impact ed.! CottpanyNafft NINA 0 Coact Nme C60116 a ROWS a Date Require4 /1/00101 1F YOU WILL REFERENCE PAGE A2 2 11 AND LOOK AT THE POLICE OFFICER WORK STATION fRrvl i 029j AND LOOK AT THE PRISONER PROCESSING AREA [RNA 1 C36] THERE IS A LARGE GLASS WINDOW THAT SEPARA-ES THE TWO ROOMS SHOULD THIS GLASS BE IMPACT / SHATTER RESISTANT? WE LOOK FORWARD TO YOUR RESPONSE SINCERELY BILL HILTON 6i41stiohl WE' DISCUSSED THIS AT YOLR OFFICE THE SAME DAY WE TALKED ABOUT REVISING THE DOOR JAMBS YOU MENTIONED THAT YOU WOULD LOOK INTO '`HIS ISSUE AND PROBABLY REPLACE THE WINDOW VII ?T AN IMPACT" RESISTANT PRODUCT C+4PBfy A11svfrbt'ei `il,y Sprllrs Candela DMJM Ntna Gladstone Ca FhaspOndertf Answer Date AI'tswertd We sire L r41 ed r2 - c vpe d V5i-v-cci-cAVA C. The -re K-3 rid r, u -/- 4‘e , s+ I m p c+ a -C t o c €4C rm a n cc -b rm Prolog Manager rte v1 /-`Si l° Tr,nXC 4- WOE,, h c n� cos -f- Lrn llC�- 'icc� � so c r\ rya VQ State of Florida Department of Management Services Division of Building Construction AUTHORIZATION TO ADJUST THE OWNER'S CONTINGENCY WITHIN THE GUARANTEED MAXIMUM PRICE (GMP) Project No VKB 99806900 Project Name Village of Key Biscayne Fire t Rescue Building - Administration / Police CONTRACTOR James A Cummings, Inc 3575 NW 53rd Street Fort Lauderdale, Fl 33309 DATE OF ISSUANCE 03/26/03 AUTHORIZATION NO 07 ARCHITECTS OBM Miami 2600 Douglas Rd Ste 510 Coral Gables, Fl 33134 Spills Candela DMJM 800 Douglas Entrance Coral Gables, F133134 The following is a description of items to adjust the Owner's contingency within the Guaranteed Maximum Pnce (GMP) This adjustment does not change the GMP or the contract time **THESE ITEMS ARE PENDING APPROVAL** ROC # Descnption R -81P Installation of materials for the sloping Of the mortar bed at the courtyard per RFI # PC0188 R -107P To install materials and equipment for Tile at locker bases Deduct Add ($ 3,912 00) ($ 890 00) 010 Fire Police Infrastructure Total Adjustment Current Contingency Adjusted Contingency rbmitte J M 1. S INC Date Contractor William R Derrer, Pres Reviewed Date "l1) s Village of Key Biscayne ($ 0 00) ($ 4,802 00) ($ 0 00) ($ 4,802 00) $ 3,105 00 ($ 1694 00) Reviewed 1 0 Date 4/7/o 3 Architect S c a ri j r i Reviewed 1) I I I Genera Contractors January 6 2003 Department of Management Services Facilities Management and Building Construction Building C 921 North Davis Street Jacksonville, Flonda 32209 ATTN Mr Jere Jahey, Project Director RE KEY BISCAYNE CIVIC CENTER PROPOSAL #R -81P INSTALL MORTAR BED @ COURTYARD Dear Mr Lahey James A Cummings Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 Phone 954 7334211 Fax 954 485 9688 Website wwwjamesacummings com James A Cummings, Inc is submitting Proposal #R -81P This proposal incorporates the installation of materials for the sloping of the mortar bed at the courtyard of the Police and Administration Building, per RFI #PC0188 Please see attached backup and summary for the work in the amount of $3 912 00 James A Cummings Inc reserves it right to request compensation for costs and a time extension, which may result from this change These costs may include, but are not limited to compensation for a time extension including jobsite and home office overhead and related costs, loss of labor efficiency, escalation costs and subcontractor claims These costs and required extension to the project schedule are not discernable at this time, once these impacts become apparent, we will advise you accordingly If there are any questions and/or concerns regarding this matter please do not hesitate in contacting this office at (305) 361-9227 for discussion Sincerely, JAMES �,, CUMMINGS, INC Al der Smith Jr Pr 1ect Manager Cc Rick Derrer JAC Rob Maphis JAC Jud Kerlancheek VKB Nina Gladstone Spillis Candela DMJM FILE t:c "'I4 fAx C L� (&k (-11-f t { CrJ�/S- r t✓ 1 -an` e u-Je. Request = 3 O�coerlt. 2'J _ Alex Srrt h Jame, A Cv'm ^s 375 NU 53' S eet Ft l±aaderdaie FL 3 ; RE Key 13csca ne Fire and Poitc.e S at on Dear Mr Smith The following change order request r, to supply labor and materials to install sloped mortar bed at courtyard 1 003 Materials Cement Sand Labor Installer 40 hours ( 21 50 Two Laborers 40 =ours (1.4 11. 5( Subtotal Labor Over Head 30% Subtotal P015% Total Change Order Reauest Jfyou laave any guess -on, please reel tree to contaLt me I 4..aa be reacLea at 300-169 3667 ext 11 S34 l Oc 5639 00 586000 $920 00 Stnc.erels. Ruel D a`liNq DLector of Opp wt )H $1 780 00 $64100 $3 401 CO $511 00 $3,912 00 MILJS PwL1 'N rtlic (ti'oKkon! !+ TEIA btS' C hntOodT Her TV CA,CCD )2) 0KIL i\iCL opKS &4) \ IV 1 :r r Al n A 1 )) • ��‘A ft4PPED 769 3� �"fiIZAh'1f 61ZEGS oucc cc NIs EWU AtP Request for Information Detailed (without Collaboration) grouped by Number Village of Key Biscayne Administration and PoliciProject # 99 1 38 Tel Fax RFI PC01ii Date Created: 10/21/02 To Company Spills Candela DMJM 800 Douglas Entrance Coral Gables FL 33134 Attention Nina Gladstone Author Company Authored By James A Cummings Inc General Bill Hilton Contractors 3575 NW 53rd St Ft Lauderdale FL 33309 Subject Fountain Area Handicapped Ramp Cost Impact Cc- Company Name Amount Sched Impact 0 Contact Name Discipline Other Copies Notes Days Dwg Impact 0 Question Date Required 10/22/02 (1) Please confirm that we are to build a handicapped ramp starting on the west side of the fountain and sloping two directions One ramp slopes towards the north and one to the south (2) Please review the Americans with Disabilities Act Code and advise if we need handrails where there might be a tripping hazard Suggestion Answer Company Spills Candela DMJM Answered By Nina Gladstone Answer The ramp should extend no more than 6 feet in either direction 6 inches See attached and section of code Nina Gladstone 10/24/02 Co -Respondent Date Answered 10/25/02 No handrails are required if change in elevation is less than Prolog Manager Printed on 10/31/02 c 1 \kbpolcop pmd Page 1 of 1 FLam James X44-35-� AO VI. 1 ..w Request for Information Detai otl Twit! cif Collaboraio-1 ;rouged by Nurber Wags of Key Biscayne Administration aid Pailc,Project # 99 148 Tel Fax t' t i_ 1 .r_1 i ll. Spilt Candela DM./10 800 Douglas Entrance Coral Gables FL 33134 Fountain Area Handicapped Ramp Mole /4004.01040 Nina Gadstone 1 0 dames k Curnctt t+g6 inc General Stir Ham Contractors 3575 NW 53rd St. Ft. Laut9r ate FL. 333+.8 VlagfpAM Other boot liwpOtat Q GrlrrtatctitiaitfQ itOtItO Wei Rooked+ 10122102 (1) Please confirm thew* aro to build a handicapped ramp starting on the west side of the fountain and sloping 'wo directions. One ramp slopes towards the north and one to the south (2) Please review the Americans with Ad Code and advise if we need handrails where here might be a tripping hazard attalnifti MS* OPirtPattf Spillis Candela DMJM A llatt< 1 d —Ike- ra►-rp S S Nina Gladstore "f 040 A Ie *4A 2.)eLencl r' a r "ic re. +hc der Olt r Ch rt J%J Llas nad r`CI I t v.t i n 14 chancy 11 C VO `-id Y1 s less 44 cin (pi 5 GA, 4-ct.oliad ,5-cd-Loset c 0 dtk tt.1,71 co/Z'Ia2 Prolog Minnow Primed on 10r111):2 c' Jibcolcao ,?'^C RECFiv;'' OCT 2 -Q, 11 22 rrRCli4-jibes A C>lneinas TO—SPiL' IS CANE A 3UJM PACE 1' Pale 1 of 1 4 7 9 Location at Marked Crossings Curb ramps at marked crossings shall oe wholly contained within the markings excladirz any flared sides (see Fig 15) 4 7 1.0 Diagonal Curb Ramps If diagonal (or corner type) curb ramps ha% e returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow The bottom of diagonal curb ramps shall have 48 inch (1 220 mm) minimum clear space as shown in Fig 15(c) and (d) If diagonal curb ramps are provided at marked crossings, the 48 inch (1220 mm) clear space shall be within the markings (see Fig 15(c) and (d)) If diagonal curb ramps have flared sides, they shall also have at least a 24 inch (610 min) long segment of straight curb located on each side of the curb ramp and withiri the marked crossing (see Fig 15(c)) 4 7 11 Islands Any raised islands in crossings shall be cut through level with the street or have curb ramps at both sides and a level area at least 48 inch (1220 mm) long between the curb ramps in the part of the island intersected by the crossings (see Fig 1 5(a) and (b)) 4 8 RAMPS 4 8 1 General Any part of an accessible route with a slope greater than 1. 20 shall be considered a ramp and shall comply with 4 8 4 8 Z Slope and Rise The least possible slope shall be used for any ramp The maximum slope of a ramp in new construction shall be 1 12 The maximum nse for ani r._n shah be 30 inches (760 mm) (see Fig 16) Curb ramps and ramp, to be constructed on existing sites or in existing butidTrgs or fatuities rra\ ria e slopes and nses as .hour as al`owed trl 4 16 3)(a) : space lirritations prohibit. the Lse of a 1 12 slope or less (see 4 1 6/ 4 8 3 Clear Width The minimum clear width of a ramp shall be 36 in (915 mm) 4 8 4 Landings Ramps shall have level landings at bottom and top of each ramp and each ramp run Landings shall have the following features (1) The larding shall be at least as wide as the ram» run leading to it (3) If ramps change direction at landings, the minimum landing size shall be 60 inches by 60 in (1525 mm by 1525 nun) (4) If a doorway is located at a landing then the area in front of the doorway shall comply with 4 13 6 4 8 5 Handrails If a ramp nun has a rise greater than 6 in (150 mm) or a honzontal projection greater than 72 in (1830 mm), then it shall have handrails on both sides Handrails are not required on curb razrps FLOR/DA ACCF-XIBJL17Y CODE FOR 3 1LDIVC CO V'S7'R UC770N ocroB1;R 1997 & DIM% 41 n l I 1 umrmsn9s Genera Contractors January 6, 2003 Department of Management Services Facilities Management and Building Construction Building C 921 North Davis Street Jacksonville, Florida 32209 ATTN Mr Jere Jahey, Project Director RE KEY BISCAYNE CIVIC CENTER PROPOSAL #R -107P TILE @ LOCKER BASES Dear Mr Lahey, James A Cummings Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 Phone 954 733-4211 Fax 954-485 9688 Website wwwlamesacummings corn James A Cummings, Inc is submitting Proposal #R -107P This proposal incorporates the installation of materials and equipment for Tile at Locker Bases in the Police and Administration Building Please see attached backup and summary for the work in the amount of $890 00 James A Cummings, Inc reserves it right to request compensation for costs and a time extension which may result from this change These costs may include, but are not limited to, compensation for a time extension including jobsite and home office overhead and related costs, loss of labor efficiency, escalation costs and subcontractor claims These costs and required extension to the project schedule are not discernable at this time, once these impacts become apparent, we will advise you accordingly If there are any questions and/or concerns regarding this matter please do not hesitate in contacting this office at (305) 361-9227 for discussion Sincerely, JAME CUMMINGS, INC Al der Smith Jr P ect Manager Cc Rick Derrer JAC Rob Maphis, JAC Jud Kerlancheek VKB Nina Gladstone Spillis Candela DM TM FILE J V .J r o C9-9. CHANGE ORDER REAL EST #9 MILES ENTERPRISES, INC. 8801 V 153RD ST Miami, FL 33169 Phone 305-769-3667, Fax 305-769-2447 P CHANGE ORDER SUBMITTED TO JAMES A CU"MMINGS I` C PHONE 305-36i-922, FAX 305-361-5647 DATE 1204'2002 Rer ised ADDRESS 88 WEST MCINTYRE STREET, KEY BISCAY r E, FL 33149 JOB NAME KEY BISCAYNE CIVIC CENTER ATTN ALEX SMITH JOB LOCATION KEY BISCAYNE Your authorization is being requested to accommodate the following changes Providing Base Tile @ the Locker Bases for both the Men s and Women s Locker Rooms Materials 300 pcs S3419T Sanitary Cove Base @ S1 41 - S423 00 Labor One man for 16hrs @ $21 50 - $344 00 Labor over head (tax burden) @ 36°0 - $123 00 Total Change Order Request = S890 00 We Propose hereby to furnish matenal and labor complete m accordance with above specification for the sum of Payment to be madc as follows (Requisition in by the 25th of the month Payment to be made by the 15th of the following month) All matenal is guaranteed to be as specified All work to be completed in a substantial workmanlike manner according to specifications submitted per standard practices Any alteration or deviation for thc above specifications tnv olr ing extra cost will be executed only upon written orders and will become and extra charge abo'. a thc Lstimatc Arzthonzed Signature Rue! Miles Date Acceptance of Change Order - The above prices specifications and conditions are satisfactory, and are hereby accepted. You arc authonled to do the work as specified. Pavmert will oe made as outlined above Signature Date of Acceptance James A Cummings, Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 it '.."\,........., 1 ILI r lirri4alci I • .3a Department of Management Services State of Florida -Facilities Development Attn Mr Rafael Martinez Sr Project Director Park Trammel Building 1313 North Tampa Street Suite 106 Tampa, Fl 33602 RE Key Biscayne Civic Center State Project # VKB 9806900 JAC Project # 99-1-38 April 16 , 2002 Dear Mr Martinez, We are herewith submitting Revision # OC-32F Add chairrail, continuous wall bumper and vinyl wall covering in the Council Chamber room # 122 In accordance with OBM proposal request # 2 dated 3/8/02 Please see the attached back up and summary for the work in the amount of $ 2,482 00 This cost will be applied against the Owners Contingency We respectfully reserve our rights to request additional time should it become apparent this work will delay the completion of project Sincerely, Frank Sedmak Project Manager Cc William R Derrer Rob Maphis Jud Kurlancheek OBM Gus Escobar -7 r, r+ J r ke j B s -jr E.,. dlc Ce l'ar Fire Rescue L c - le Cost Code Description Add a chairrail, wall bumper and vinyl wallcovering in the 11, Material Labor Subcontract Council Chamber room # 122 In accordance with OBM II r proposal request # 2 dated 1 3/8/02 Yr R&L Painting Contemporary Design Concepts James A Cummings, Inc , yr MI 51,035 00 $1,278 00 $103 00 r It SUBTOTALS SALES TAXES @ 6 5% P,T,&I TAXED SUBTOTALS MATERIAL TOTAL LABOR TOTAL SUBCONTRACT SUBTOTAL OF COSTS TOTAL I $169 00 $2,313 00 $2,482 00 $2,482 00 $103 00 $2,313 00 $66 00 $169 00 $2,313 00 ANTINS, (Re Note New Address R & L Painting Inc 707 N E 45th Street - _ r PROl OS �L April 27 2002 Mr Bill Hilton James A Curnmin�gs IfL 85 Vvest McInt\ire Street Ste 201 Key Biscayne, FL 33149 PROJECT Key Biscayne Fire Rescue Facility Key Biscayne, FL Dear Bill Per James A Cummings, Inc Request for Proposal Memo #1 dated March 19, 2002, as regards extra work in Room # 122, the Council Chamber, we respond as follows Materials (1) one gallon Primer x $12 00 (1) one gallon ASGE x $17 50 (1) one gallon R-35 x $13 50 (20) twenty yards Vinyl x $21 00 (5) five gallons Vinyl Paste x $35 00 65%tax Labor 77 LF Wood Trim x 6 hrs Painters x $16 00 193 SF Release Coat x 1 hr Painter x $16 00 20 LYDS Vinyl Wallcovermg x 8 hrs x $16 00 10% Supervision 40% Insurance $ 1200 17 50 13 50 420 00 35 00 $498 00 3237 $ 96 00 16 00 128 00 $240 00 24 00 $264 00 105 60 15% Overhead & 1% Bond TOTAL BID $530 37 $369 60 $899 70 135 00 $1,035 00 We wish to thank you for the opportunity to quote you and look forward to working with you in the near future Very truI yburs Larry nnett Press n HtN-lb-cflald _ _ r - -Lr P 2 s r E ;1 MIAMI=,c�ROA 33166 TEL (305) 253-2044 FAX (3 05) 253 2569 PROPOSAL Date 4/1612002 Prajec4 K B fire Architect OW Miami the section bsddtng chair rail & bumper ©. cuunal chamber We a e hereby submitting below itemized proposarfor the protect specified above The quote includes manufacturtnj delivery and installation paint grade chair rail boston bumper total (sales tax included) CORDIALLY (,26z7((e_. ALAN FARZM kbfirebmp 100tft 100 1 ft (with related caps & Corners) $1278 00 Summary of TAKE OFF V/114 a1 ' hoY 6uCAyjJ ' f jJig crkma. Of Cltl►TI O►i ADL cij4,f ka t B J HPra. 44h tJJII yi Li,iu 6 U / 'if 7 jii 2 -1 - la 1/n14 11/ 4 Dm pR a fr o> >) L Azg u ar7 -02- D14-700 3 —I a SUE' TOTAL 1 1 I 1 1 f 1 I I I II 1 III 11 I 11 In --11-177' To -AL 1 1 1 1 1 1 it -' II II i IE I /to&3Z7 I AT u&T[ kIAL TOTAL EXTENDED Cr^ r AT 11 LA(c I UP CC 1 Tn1. A" I T TA 1 I I � t ....a +,�t,.. _ ' I I M1 � , � 1� i, � I1 1' 1111 11 _ II I 1 1 1 1 1 1 1I 11 11 ~I I I 1 ii it 11 illI 1 1111 11 1 1II—I IHH!IHL!IHI± 1 1 1 1 1 ft/ 1) II i I I I I I', n_ al l 1 1 1 1 2_I y1 0, 1 I 1 1 1 i l 1 l I t i tjy11 1 1 ,, 1 1 i i `1�, t t 1 I I 1 1 11 1 I j 1 1 1II 1 — 1 1 1 III II i I I, IIIII I 1 1 1 1� 1 11,___—'177 _ . _ I � � I II liiii 1 _. it _ _ I I t I►111 II III Iii Illlli 1 II 11_1 11 11 I----- I i l I 1lili 11 111 II 11 1�1 1 1 1 1 1 c 11 1 i I I I i� 1 I1 11 1 IIII- -7111-1------11111 i, 1 __ 1 h Ij ._ 1 ' i 1�`'I i �' l 1 l-i_ 11111 yl I II I I I I I II�II j�+ Ti1 17177-1-1 71-71-Tili I I I i l l III I, I i j1 I —717111 I 1—I-- 1-1 1 I IIII 171-771-7771 __ 1 1 II 1I 1 I I101.3I a,II _— j� 1 I I I 1 1 1 1 I i -, TOTAL PROPOS U PROJECT PROPOSAL RJ.QLEST \O t1arT e and ad 1 t, ) t 1� � i ON DATE OF ISSL AN CE 0_, CS 02 OWNER kName and address) KB CONTRACT FOR TO CONTRACTOR CUMMINGS (Name and address) CONTRACT DATED ARCHITECT PROJECT NO 98080 ARCHITECT OBM MIAMI INC (Name and address) Please submit an itemized proposal tor changes in the ContraL Sum and Contract Time or proposed modititations to the Contract Documents descnbed herein Submit proposal within ,t. days or notity the Architect in writing ot the date on whu.h you anticipate submitting your proposal THIS IS NOT A CHANGE ORDER A CONSTRUCTION! CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE %ORK DESCRIBED IN THE PROPOSED MODIFICSTIONS Description (Insert a xrttten description of the «ork ) ADD WOOD CHAIR RAIL MOLDING WITH PROTECTION STRIP AND VYNIL ALL COVERING AT COUNCIL CHMBERS SEE SKETCHES FOR INFORMATION Attachments (List attached documents hat upport description BLMPER BOSTON BLMIBER SERIES 1000 RIGID BUMPER Not -NIL EKRON 1 800 222 7866 LEN TEX CORO\ ADO LX - TYPE II BLUE MIST 366 CR SKETCH REQL EST,,FD B �t /'.�� ✓ s acv 61, gnatttrc) (Pr nttd noink Ind ttlet R 1dm at P , ‘B 1 ! I R P P I R q st HA -CC -14 VINYL Sr) --5e I 1 t-kc�'�tZ 122 CCL C L C,u.4^"DH QS tA . mow , ern r 9I G�J�cM I�.E & L)JK�w 112tN1, arvvnct rcar r'oon-t tiJ SLUT :S t 2656_CP W LLC I4 k M G: CORONADO LX c117t=Ei BIDE MIS' 3656-C. LEN • r+ VINYL WALICOVERINGS CORONADO LAC • TYPZ. BLUE MIST 3656-CR k. al r use on service de ks we fs and olumns F role v yl ends and orners orfLr sup r or protection for areas most vulnerable o damage E-ig neer d to accommodate rad us applications TI -30 prP slotted alu iinum base and flex bl iiiyl top provide maximum p o e t an cor heavy traf(rc areas Series 1750 7 L 0 /NY( N 4 SCLA rN No A' N 2 JO -4T( MODEL aR 1-1 -53 A. a 5 Q-XYX 99 s h u, 3 7 7 9 J 9d 1 /7 i y ..I r r u ch ck stand F' ( I d Jnc3 car Y r an r r f ui r'b port or 1 �r s I f a f r 3 3 o-rLr t 1 Jf'f i )ra 1 f - 00111.111,11144, it V V „ 1-800-225-1633 www.bostonretail.com DMS -"S',NVILLE Fax 904-3596281 Jul 19 '02 12 58 P 02 '1-- —....r State of Florida Department of Management Services Division of Building Construction 1 a r)t4' , '^ /' P. u 1 e coratruct,c r - - 1 AUTHORIZATION TO ADJUST THE OWNER'S CONTINGENCY WITHIN TEE GUARANTEED MAXIMUM PRICE (GMP) Project No VKB 99806900 Project Name Village of Key Biscayne Fire / Rescue Building Administration / Police Buildmg CONTRACTOR James A Cumnungs, Inc 3575 NW 53`d Street Fort Lauderdale, F133 309 DATE OF ISSUANCE 4/22/02 AUTHORIZATION NO 02 .ARCHITECTS OBM Miami 2600 Douglas Rd Ste 510 Coral Gables, F133134 Spillis Candela DMJM 800 Douglas Entrance Coral Gables, F133134 The following is a description of items to adjust the Owner's contingency within the Guaranteed Maximum Price (GMP) This adjustment does not change the GMP or the contract time ROC # Descnrtion Deduct Add 11-F Add floor outlets in the Council. Chamber Per Doug Fitzgerald on Sept. 8, 2001 12-F Add electrical revisions on revised electrical ($2,351 00) ($12,154 00) drawings dated 8/7/01 except light fixture revisions 16-F Add %" CDX plywood on ceiling of foyer 248 for code compliance 19-F Add 6" fiber glass insulation to the pernneter walls in the attic storage rooms needed to air condition space 20-F Add a 10" high raised wood platform in the council chambers requested by VKB Provide In accordance with OBM memo dated 9-5-01 ($1,474 00) ($785 00) ($6,530 00) _______.., qcii- coo -k . • 6•8481 3os-361% DMS JACKSONVILLE Fax 904-3596281 Jul 19 '02 12 58 P 03 1 1 -.► 23-F Add 3 doors, frames and hardware # 004A, 02G ($4,929 00) and 207B 1 and revise door 239 from a RHR to a RH swmg In accordance with field directive from OBM and Prank Barron 24-F Revise cabinets m accordance with OBM $1,175 00 memo dated 9/27/01 25-F Add thermofiber insulation to walls in offices # ($889 00) 236, 237, 238, and 243 in accordance with OBM proposal request # 3 dated 3/28/02 26-x' Add two layers of drywall to the ceilmg and side ($1,727 00) wall of elevator #2 shaft m accordance with OBM field report # 3 dated 3/27/02 9P Add 2 fire alarm pull stations in accordance with ($982 00) Marked up shop drawings 10-P Add 5 extenor fight fixtures as shown on drawing ($1,914 00) A2 3 11 dated 3/8/01 19-P Revise the carpet in the Administration/ Police Building From Bentley `Double Entendre" to Bentley "Continuity" For a credit 22-P Frame an openmg in the drywall partition ($502 00) Between rooms 1-015 and 1.013 for a window By the owner 23-P Change the marble thresholds from white ($127 00) Carrerra marble to travertine marble 24-P Change the ram gutters on the Administration/ Pohce budding from 8" to 6" and use stamped Brackets for a credit 25-P Provide sleeves and supports for coaxial cable ($2,447 00) By others from room 1-018 and 1-015 to the flat roof area 26-P Add bullet proof glass at room 1-018 in ($2,770 00) Accordance with Spillis Candela DMJM reply To RFI PCOO71 and their transmittal dated 2/1/02 $6,500 00 $1,817 00 4 DMS JACKSONVILLE Fax 904-3596281 Jul 19 '02 12 58 P 01 r iz IP i. Total Fire Station Administration / Police Total Adjustment Current Contmgency $117373 00 Adjusted Contingency $87284 00 ate Village of Key Biscayne post -it' Fax Note 7671 ($30,839 00) $1,175 00 ($8,742 00) $8,317 00 ($30,089 00) at "7 -ice'• az, . Architect R ewed -1.. C1� sect Detector `nv Zack c9 -n. Lc) ite eir $eolce 6 - ham- 7-�.4..64. corv. di. netz.4.44;-g 3-er."40 -1, looLl.e vii‘d °elf J to-cdeP h,u.v..2. Zii-4-.144-4" 60 lQY_3S9 f t �� l e i i � v r t 4 ��t ������ 4 4 r c A I L t l i t O S t a t e o f F l o r i d a D e p a r t m e n t o f M a n a g e m e n t S e r v i c e s D i v i s i o n o f B u i l d i n g C o n s t r u c t i o n A U T H O R I Z A T I O N T O A D J U S T T H E O W N E R '