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Item C37 BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY Meeting Date: October 18,2006 Bulk Item: Yes XX No Division: Airport Staff Contact Person: Peter Horton AGENDA ITEM WORDING: Approval of Construction Authorization # 3 for the Key West International Airport New Terminal Building and Renovation Project ITEM BACKGROUND: In order to allow work to begin and proceed the CM at Risk contract has a provision for construction authorizations. Under the contract a construction authorization (CA.) is a written work order based on a defined scope of work prepared by the Project Director and issued to the Construction Manager. In the case of the KWIA project the 2 previous C.A.'s were issued, as provided for in the contract, by the project director. However those C.A.'s were approved based on estimates indicating that the project was within budget. Staff has indicated that the most recent CA. would be based on an estimate that exceeds the County's budget. County staff, the architect-engineer, and the construction manager, in cooperation, have been working diligently to value engineer the project and have identified significant cost saving alternatives to the project. However, due to the fact that as it currently stands, the GMP exceeds the County's budget and that the cost of the work associated with CA. # 3 may contribute to a GMP that exceeds the budget approved by the B.o.C.C., the CAY has opined that CA. 3 has to go to the B.O.c.c. for approval and that the project director does not have the authority to issue CA. #3 PREVIOUS RELEVANT BOCC ACTION: Approved the award of the CM. at Risk contract to the Morganti Group on October 19,2005. Approved the amendment to the contract on March 15,2006. CONTRACT/AGREEMENT CHANGES: NIA STAFF RECOMMENDATIONS: Approval BUDGETED: Yes XX No TOTAL COST: COST TO COUNTY: SOURCE OF FUNDS: REVENUE PRODUCING: Yes No AMOUNT PER MONTH_ Year APPROVED BY: County Atty _ OMB/PurchasinL- Risk Management_ DIVISION DIRECTOR APPROVAL: fees, utility costs, etc.). Other costs itemized in C.A. # 3 are currently being discussed and are subject to a final interpretation of the Contract (travel expenses, office supplies, etc.) These and other items are currently in limbo pending further negotiations. Furthermore, while discussing this with Bruce Harkness yesterday, he advised that the Owner's Soft Cost figure shown above is not correct, but is actually $250,179.62 ($80,000 higher). This brings me to the subject of the format of all c.A.s to date. It is my strong recommendation that Morganti should provide all hard costs, soft costs, direct costs, etc., shown on a single, current and complete estimate spreadsheet (showing impacts to the overall budget) so that errors of this type will not occur. To facilitate this process, I suggest a meeting should be arranged to include all necessary parties including Danny Kolhage; clarity, completeness and accuracy being the objective. I will be happy to assist in this process. 4. "OCP and General Liability Insurance": No objection. 5. "Bonds": No objection. AlanD. French Oct. 6,2006 Key West International Airport Construction Authorization # 3 SECTION ONE: SUMMARY OF WORK October 5,2006 Mr. Larry Chalmers Key West International Airport 3491 South Roosevelt Boulevard Key West, FL 33040 Re: Key West International Airport - Installation of Underground Site Utilities Morganti Group, Inc. respectfully requests Monroe County authorize commencement of the work required for Phased Construction Mobilization work at the Key West International Airport by issuing the attached Construction Authorization Number Three. Listed below is a general breakdown of work activities in this Authorization Request. 1. Selective Demolition a. This work includes the removal of concrete sidewalks, landscaping, fencing, monuments, asphalt, signage and other such activities required to facilitate the installation of underground utilities, including but not limited to removal of existing basins, pipe and inlets. 2. Underground Utilities a. Install underground storm water piping and basins and make all connections. b. Install water piping and make all connections. c. Install fire water lines and make all connections. d. Install sewer lines and make all connections. e. Protection of existing wells and inlets 3. Roadwork and Pad Base a. Rework existing base at building and parking deck b. Add road base as required c, Install sidewalks and cross walks d. Install type "0" and "F" Curb as called out in drawings. The intent of Construction Authorization Number Three (3), for the Key West International Airport, is to allow work to proceed in a continuous manner until the Guaranteed Maximum Price (GMP) is established. Scope may be added or modified as agreed to achieve this goal. Any scope modifications to this Construction Authorization will be handled by additional executed authorizations before the work begins. The Owner's execution of this Construction Authorization to facilitate construction operations will be greatly appreciated. Please call if there are any questions or comments. Sincerely, Bruce Harkness Morganti Group Inc. Project Manager KWIA Cc: Jim Peace Gerry Kelly Jim Inman Field Files SECTION TWO: GMP PRICE SUMMARY - TO INCLUDE CONSTRUCTION AUTHORIZATION & TAX SA VINGS MONROE COUNTY. FLORIDA CONSTRUCTION AUTHORIZATION FORM WORK AUTHORIZATION NO: 03 DATE: October 5,2006 OWNER: Monroe County Florida PROJECT: Kev West International Airport - New Terminal Building and Renovation TO: The Mon?:anti Group. Inc.. Construction Manager The following work is hereby authorized on the effective date indicated above. Description of work being authorized, reasons therefore, and associated cost pertaining to such work: Under the terms of the agreement between Monroe County and the Construction Manager dated October 19, 2005, Monroe County authorizes the Construction Manager to commence the below listed work for the indicated cost or as shown on any attached supporting Exhibits. All work in this Construction Authorization will be included in the GMP as applicable. DESCRIPTION OF WORK AND ESTIMATED COSTS (The itemized costs listed below are allowances for the work to be performed under this Construction Authorization for the Key West International Airport.) Activitv Cost 1 Underground Site Utility Work $ 1,065,024.05 Allowances for Concrete Testing, 2 Monitoring, Surveying $ 20,000.00 3 Owners 50ft Costs $ 250,179.62 OCP and General Liability Insurance 4 (Builders Risk by Owner) $ 18,817.64 6 Bonds $ 13.377.22 Total Construction Authorization $ 1,367,398.53 CONSTRUCTION AUTHORIZATION # 3 Key West International Airport - New Terminal Building and Renovation The Morganti Group, Inc. As witnessed: APPROVED: By By Witness Authorized Representative for The Morganti Group, Inc. Date MONROE COUNTY, FLORIDA AS witnessed: APPROVED: By By Witness Authorized representative for Monroe County, Florida Date SECTION THREE: SCOPE CLARIFICATION AND ASSUMPTIONS ASSUMPTIONS AND CLARIFICATIONS For CONSTRUCTION AUTHORIZATION # 3 KEY WEST INTERNATIONAL AIRPORT- NEW TERMINAL BUILDING October 5,2006 1. All work to be performed under this Construction Authorization will be at the Key West International Airport. 2. Construction Authorization Number Three includes the work required to provide the installation of underground utility work for the project. This will consist of the work as shown and documented on the Concrete Deck and Site Utilities Package and specifications dated 3/30/06 from URS Corporation and the Final Geotechnical Report Prepared by URS dated February 2006. This work is authorized and is pursuant to the Contract between Monroe County and Morganti Group, Inc dated October 19,2005 for work scope to proceed before the establishment of a final GMP. Cost of any work not shown in the above noted drawings and reports but may be shown in Bulletin 1 and 2 from URS is not included in this authorization. Those changes will be shown as part of the final GMP. 3. Installation of the underground utilities will be performed in a phased manner and will involve closure of roadways after hours, tie-ins to existing utilities and shutdowns at various times of operation of the airport which will impact the existing terminal and airport parking areas. Coordination of this work will occur well in advance, will be approved by the County, Airport Director and all parties affected by the work notified and provided temporary utilities if required. All life safety items will be fully operational at all times. 4. Subcontractors (and the CM, if necessary) will be allowed to use available water, power, and other utilities in or around the airport facility necessary for all needed construction activities. All fees for set-up, deposits or costs for additional utilities, if necessary, will be a direct cost item and funded by the Budget established in this authorization. 5. Requirements for materials testing services by an independent testing lab have been identified therefore a cost allowance has been included for testing. 6. Any work outside what is defined in the attached bid tabs will be funded through additional Construction Authorizations. 7. The Owner shall provide Builders Risk Insurance as indicated by the County-CM Agreement. 8. No Phase Fee,or Pre-construction Costs are included in this Authorization #3 but are being billed separately as established by the Notice to Proceed and Agenda Item # D6 under the actions of the Monroe County Board of County Commissioners' on June 21,2006. Overhead and Profit will be billed at 4% of the work in place when monthly payment requisitions are submitted. Page 1 of2 9. The Budget established for Cost of the Project (Article 9 Direct Costs of the Project) is only an estimate. If actual cost exceeds budget, project funds will be made available from additional Construction Authorizations or in the final GMP. Page2of2 SECTION FOUR: DETAILED ESTIMATE DETAIL BUDGET ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING-- CONSTRUCTION PHASING AND DIVISION TWO WORK THE MORGANTI GROUP INC, URS DOCUMENTS. CONCRETE AND SITE UTILITY PACKAGE Dated 3130106 Bid Unit SD DD Work Budgeted Estimate Estimate MGI Package Bid Package Description Quantltv Units Cost 1/30/2006 7/24/2006 For CA # 3 2A Construction Phased Start-Up Is Proposal Compound Site Fencing Is $ 12,125 Add inaress/earess sidewalks Is $ 32,967 New Parking Lot Entrances inc above Handicao desianation and Ramo Sianaae inc above Pavement Markina inc above New Parking Booth Island inc above Relocate Parkina Booth Is $ 5,000 Relocate Electric/Telecom for Booth Is $ 3,500 Parkina Lot Fence Removal and Setuo Is $ 24,850 2B Demolition - Site 1 Is 0,00 $ 185,782,00 Remove Storm Structures 7 ea 328.43 $ 2,299 Remove Storm Pioina 653 If 20.72 $ 13,539 Remove Lift Station ea 3500.00 $ - Remove Sanitarv Structures 3 ea 328.43 $ 985 Remove Sanitarv Cleanouts 4 ea 82,108 $ 328 Remove Sanitarv Pioina 131 If 20.72 $ 2,704 Remove Water Pioina 86 If 20.72 $ 1,778 Remove Electrical Pullboxes 1 ea 328.43 $ 328 Sawcut Asohalt 894 If 0.75 $ 670 Sawcut Concrete 66 If 2,25 $ 148 Remove Asohalt Pavina 142,177 sf 0,50 $ 71,088 Remove Asohalt Pavina Base 31,013 sf 0.85 $ 26,361 Remove Concrete PavinalWalks 11,142 sf 0.95 $ 10,585 Remove Concrete Curb 86 If 8,00 $ 688 Remove Concrete Curb & Gutter 2,162 If 8.00 $ 17 ,293 Remove Planters 470 If 8.75 $ 4,110 Remove Parkina Control Structure / Gates 1 ea 2500.00 $ 2,500 Remove Chain Link Fencing 930 If 3,75 $ 3.488 Remove Site Sianace 7 ea 8.63 $ 60 Remove Site Monuments 3 ea 200.00 $ 600 Remove Parkina Meters 7 ea 38.63 $ 270 Remove Flaaooles 3 ea 575.00 $ 1,725 Remove Liahtooles 13 ea 375,00 $ 4,875 Remove Liahtooles 7 ea 750.00 $ 5,250 Relocate Powerooles 5 ea 1500,00 $ 7,500 Remove Metal Shed 586 cf 2.00 $ 1,172 1 StOry Buildina Foundation 1,500 sf 3.62 $ 5,436 2C Demolition - Buildina 1 Is 240743,00 Demo Ticket Counter, Run-Out Conveyors 178 If $ - Demo Plumbing Is $ - Demo Fire Protection System Is $ - Demo HVAC Is $ - Demo Electrical Is $ - Slabs 3,551 sf 4.88 $ 17,330 Partitions 16,618 sf 2.45 $ 40,715 Columns 25 ea 155,00 $ 3,875 Roof Svstem 1,083 sf 8.50 $ 9,207 Canopies 6,112 sf 5.46 $ 33,371 Mezzanin / Stairs 264 sf 6.88 $ 1,815 Casework 217 If 16,00 $ 3.468 Toilet Partitions 10 ea 75,00 $ 750 Fire Shutters 8 ea 145,00 $ 1,160 Overhead Doors 1 ea 355.00 $ 355 Roof Ladder 1 ea 125,00 $ 125 Remove Door / Window Units 116 ea 225,00 $ 26,100 Relocate Placue 1 ea 125,00 $ 125 Relocate A TM ea Seating 105 ea 25.00 $ 2,625 Ceilinas 17,279 sf 0,85 $ 14,687 I I Floor Finishes 17,081 sf 3,90 $ 66,615 I I 2D Site Earthwork I Development 1 Is 137,500,00 $ 159,399,00 MobUization 1 Is 19,,000,00 $ 15,000 Bond 1 Is 22,801,a4 $ 22,802 Traffic Control 1 Is 55,000,00 $ 55,000 Clear & Grub 0,48 ac 8,593,75 $ 4,123 Erosion Control $ - Siltation Fence 2,300 If 5,25 $ 12,075 Basin Silt Screens 24 ea 204,00 $ 4,896 NPDES Testing mo Bldg, Pad Fill Parking Ramps 2,403 Cy 13,25 $ 31,841 Proofroll Building Pad 19,244 sf 0,05 $ 962 Cut Paving 515 cv 7,50 $ 3,861 Balance Site Fill 431 cv 10,75 $ 4,630 Site Fill Berms cv Grade Site 52,615 sf 0,08 $ 4,209 Surveving 1 Is 45000,00 $ 45,000 Existing Utilities Survevino Is $ Offsite Improvements Is $ - 2E Asohalt Paving & Acc, 1 Is 876532,00 1" Tvoe "S" Asphalt Pavina 504 sv 12,95 $ 6,523 2" Tvoe "S" Asphalt Paving 12,765 sv 20,00 $ 255,291 1-1/2" Type "S" Milled Asphalt Paving 6,884 sv 16.00 $ 110,139 Temoorarv Gravel Storage Area mo, $ Sub-Base Work 48011,00 $ 48,011,00 8" LimerockBase 1,606 s 17,67 $ 28,375 4" Limerock Base 504 s &.83 $ 4,448 3" Gravel over Geotextile s 15.00 $ - 12" Stabilized Subgrade " 2,110 s 7,20 $ 15,189 Precast Wheel Stops @ Asohalt 319 ea 31,25 $ 9,969 Precast Wheel Stoos @ Concrete 96 ea 36,25 $ 3,480 Pavina Markinas 12" Cross Walk Markinas 1,524 If 12,40 $ 18,898 24" Stop Bars 150 If 24,75 $ 3,713 Handicap Parking Symbols 12 ea 74.35 $ 892 Handicap I Service Lines 2,615 If 1,10 $ 2,877 4" Parking Lines 8,190 If 1,10 $ 9,009 6" Roadway Lines 2,803 If 1,90 $ 5,325 Traffic Arrows 43 ea 38,10 $ 1,638 Traffic Sionage Stoo Signs 8 ea 406,25 $ 3,250 Do Not Enter Sians 5 ea 406,25 $ 2,031 Handicao Parkina Sions 12 ea 406,25 $ 4,875 Left Turn Onlv Sians 6 ea 406,25 $ 2,438 Overlav Existino Pavino sv Reoave Existina Removed Pavino- sv 48,75 $ - Reoave Existing Removed Pavina ( Sanitarv ) sv 25,98 $ - Temo, Access Roads sv Curbs Sidewalks and Storm Drainage Is 306979,00 $ 306,979,00 Curbs Type D 6,512 If 24,00 $ 120,954 Curbs Tyoe F 385 If 25,25 $ 9,719 Vallev Curbs If 16,20 $ - Concrete Walks I Paving Sidewalks, @ Site , 10,252 sf 6,25 $ 64.077 Sidewalks @ Buildino sf 4,25 $ - Steos @Buildino sf 20,98 $ - r:-Handicap Ramps 1,568 sf 17,45 $ 27,362 Replacement Walks sf 4,05 $ - Precast Concrete Pavers is Pavers sf 3,65 $ - Curb Borders If 10,00 $ - Bench Slabs sf 4,65 $ - Site Drainage I Utilities Site Drainage 1 Is 0,00 Catch Basin Structures 2 ea 6189,45 $ 12,379 CDS Structures 3 ea 6189,45 $ 18,568 Curb Inlet Structures ea Storm Manhole Structures 1 ea 6189.45 $ 6,189 Storm Control Structure ea BUbble Uo Structures ea Mitered ,End Section wI Grates ea Core & Bore Existing Structures 2 ea 1650,00 $ 3,300 Modify Existing Structures 3 ea 800,00 $ 2.400 Storm Piping If 6" DIP 86 If 36,80 $ 3,168 8"RCP 222 If 36.80 $ 8,167 12"RCP 275 If 36,80 $ 10,129 15"RCP 206 If 50,95 $ 10,500 18" RCP, 110 If 50,95 $ 5,609 Trench Drain 64 If 70,12 $ 4458 Exfiltration Trenches If 70,12 $ Site Roof Drainaoe Collection Roof Drain Connections wI Cleanouts 20 ea 850,00 $ 17,000 Roof Drain Cleanouts ea 250,00 $ PVC Storm Rain Leaders 1,800 If 31,26 $ 56,268 10"PVC If 8.88 $ 8" PVC If 8,05 $ . Site Utilities. Water 1 Is 0,00 $ 394,933 $ 394,933,00 Domestic Water Pipiml If $ . 6" DIP If 32,85 $ - 4. DIP If 32,85 $ . 3" C.900 PVC If 6,16 $ 2-1/2" Piping 511 If 32,85 $ - 2" Piping 40 If 32,85 $ - 1" Piping 47 If 16.43 $ . 4," HOPE ( Raw Water Main l If 18,41 $ - Vallles & Fittinas 16 ea 430,80 $ - 6" Gate Valve ea 932,00 $ . 4" Gate Valve ea 430,80 $ 8x8 Tee ea 309,00 $ - 8x6 Tee ea 334,80 $ ax4 Tee ea 334,80 $ . 6x6 Tee ea 334,80 $ 21<2 Tee ea 334,80 $ . 8x6 Reducer ea 334.80 $ - I 8" Fittinos " ea 334,80 $ - 6" Fittinos ea 334,80 $ - 4" Fittings ea 279,00 $ . 4" Plug Cap ea 27,50 $ - 3" Plug Cap ea 27,50 $ - 6"DDCV ea 733125 $ . 4" Backflow Preventor 1 ea 6713,70 $ . 6" PIV ea 6720,00 $ Relocate Meter Assembly 1 ea 1550,00 $ . 12" Wet Tap ea 12100,00 $ Sample Points I Test 4 ea 350,00 $ . Connect Existina Services 3 ea 450,00 $ Site Utilities - Fire $ Fire Line Piaino If $ 8" Pioino 344 If 32,85 $ . 6" Pieino ' " 16 If 32,85 $ - 4" Pieina 234 If 32,85 $ - Remove Existino Hvdrant Assemblv ea $ . Hvdrant Assemblv 2 ea 2220,00 $ - Fire Deeartment Connection 2 ea 2220.00 $ - Valves & Fittings , 17 ea 430.80 $ - Roadwav Boxes & Covers 3 ea 285.00 $ . 8" Double Check Valve Assembly 1 ea 15000,00 $ - Tie In Buildlno Services 3 ea 655,00 $ . Site Utilities. Sewer 1 Is 0.00 $ . Manhole Structures 1 ea 4720,00 $ . Sanitary Ploino If $ . 6" Pioino 139 If 32,85 $ . 4" PiDina 363 If 32,85 $ 2" PiDina 74 If 32,85 $ - Fittinas 15 ea 334,80 $ Greas,e TraDS ea $ - Tie In Buildina Services 7 ea 655.00 $ - Tie In Existina Services 2 ea 655.00 $ Rehabilitate Existing Manhole ea 2J Site Fencing sf 0,81 Temporary Fence I Rent 400 If 4,50 $ Temporary Fence I Repair / Relocation 400 If 2,50 $ Fence Enclosures @ Buildinas - 2 Storv 5.900 sf 15,00 $ 88,500 6' Chainlink Fence I Gates ( Site) If 19,86 $ - Rollina Gates ea 12800,00 $ 8' Chainlink Fence ( E. Gen./Dumpster) If 12,24 $ 2K I rriaation 1 Is 60000,00 $ 60,000 Well 6" Diameter If 265,00 $ - 2L Landscapina 1 Is 190000,00 $ 100,000 Ornamental Trees ea JaDanese Fern ( FD \ ea 150,00 $ Piaeon Plum ( CD ) ea 180,00 $ East Palatka Hollv ( IA ) ea 150,00 $ - Crape Myrtle ( LI ) ea 150,00 $ Slash Pine ( PE ) ea 150,00 $ - Laural Oak ( QL ea 350,00 $ Live Oak ( QV ) ea 35000 $ - Live Oak (QV1 ) ea 350,00 $ Palms ea Alexander Palm ( PT2 ) ea 260,00 $ Alexander Palm ( PT3 \ ea 390.00 $ Cabbaae Palm ( SP \ ea 130.00 $ - Roval Palm ( RE ) ea 430,00 $ - Pvomv Date Palm ( PR ) ea 150,00 $ - Thatch Palm ( TR ) ea 130.00 $ - Shrubs J Ground Cover ea Xanadu ( PM ) ea 8,00 $ - Solit-Leaf Philodendron ( PSE ) ea 10,00 $ - Downev Jasmine ( JMU ) ea 10,00 $ - Horizontal Cocoplum ( CHO ) ea 8,00 $ - Red TiD Cocoplum ( CIC ) ea 10.00 $ - SI. ChristoDher Lilv ( CRI ) ea 20,00 $ - Croton ( CVA ) ea 10.00 $ - Green Island ( FMI ) ea 8,00 $ - Dwarf Firebush ( HPA \ ea 10,00 $ - DwarfYauDon Hollv (IVO) ea 8,00 $ - Parsons JuniDer ( JPA ) ea 8,00 $ Wax Jasmine ( JVO ) ea 8,00 $ - Golden Lantana ( LDE ) ea 3,00 $ - Liriooe (LMU) ea 8.00 $ - Simpsons Stopper ( MFR ) ea 10,00 $ - PlumbaQo ( PAU \ ea 8.00 $ - Indian Hawthorn ( RIN ) ea 8,00 $ - Silver Saw Palmetto ( SRE \ ea 8,00 $ - Florida Gama Grass ( TFL ) ea 10,00 $ - Oranae Jasmine ( MPA \ ea 20,00 $ - Mvrsine ( MGU ) ea 20,00 $ - Wax Mvrtle ( MCE ) ea 20,00 $ - Gold Mound Duranta ( DER ) ea 8,00 $ - Trailina Chenille Plant ( APE) ea 3,00 $ - Pink Hibiscus ( HRS ) ea 20,00 $ - Fiddlewood (CFR) ea 20.00 $ - Trinetle Schefflera ( SAR ) ea 20.00 $ - Queen Emma Crinum ( CAU ) ea 30.00 $ Sod sf Floratam SI. Auaustine sf Argentine Bahia sf Planting Soil cy Plantina Mulch cy Maintenance wks L- IAuger Piles I 13110 I If I I $ Mobilizations 3 3a 5,000,00 $ 15,000,00 16" Auaer Piles 13,110 If 33,18 $ 434,989 Remove Sooils 13,110 If 0.65 $ 8,521 Cut Piles 437 ea 150,00 $ 65,550 Test Program 13,110 If 4,92 $ 64,501 Vibroflotation Is 115.000,00 $ - Cut Building Pad 3' cv 6,50 $ - Backfill Building Pad cv 6,50 $ - Compact Backfill Building Pad sf 0.08 $ - Remove SpoilS ea 100.00 $ - 2M Site Improvements Site Screen Walls ( precast) If 98.46 $ - 4'Benches ea 750,00 $ - Trash Receptacles ea 350,00 $ Bike Racks 4 ea 1271,83 $ - DIVISION TWO $ 2,248,822 $ 2,791,646 $ 1,096,104 SO Design 00 Design CA Scope Cost color indicates work included in this cost authorization RECAP For UNDERGROUND UTILITY WORK I Original Budget Estimate for Work $ Cost this CA from Sub-Contractor $ Over/Under Budaet $ 1,095,105,00 1,065,024,05 30,080,95 GENERALCONDITIONS/SOFT COSTS FOR KEY WEST INTERNATIONAL AIRPORT MONROE COUNTY THE MORGANTI GROUP INC, DESIGN DEVELOPMENTPHASE 30,Aug-06 Utilization ITEM DESCRIPTION Rate QTY Unit Unit Cost Subtotal Total Cost DIVISION ::l9:;:GENeMt.CONOfllONS L.AYOUT Is, $ L.ayout Partitions sf. bv trades $ - Independent Survevor Is, in 02100 $ - As-Built Survey Is, in 02100 $ $ - TEMPORARY FACILITIES Is, see below $ - Field Office. Owner sUmo, nla $ Field Office, AlE sUmo, nla $ - Field Office. Contractor mo, see below $ Field Office Trailer. Owner mo, see below $ Set-uo & Removal ea, see below $ - Field Meetina Trailer 1 24 mo. 500,00 $ - Set'up& RemovlIl 1 1 ea, 1500,00 $ 4,500 Field Office Trallllr - Contractor 2 24 mo, 450.00 $ 34,200 Set,up& RemovlIl 2 1 ea, ',,' 1600,00 $ 3,200 Storaae Trailer mo, 15D.lJ0 $ - Set-up & RelllovlIl , , ea. 300,00 $ - Field Office Elltl"l PlatforlnS , 3 24 mo, 75.00 $ - Set-up & Removal ea, 1000.00 $ - !'"Ield Office Furniture- Owner Is, see below $ - Field Offlce5aulp. . Owner Is. see below $ - Field Office FurnIture 1 1 Is, 5350.00 $ 5,350 desks 1 5 ino 0,00 $ - office chairs 1 5 Inc 0,00 $ - secretarv desk 1 ea. 225 00 $ secretary chair 1 ea, 16500 $ conference table 1 ea, 45,00 $ - steel foldina chairs 1 ea, 8,00 $ - 4.drawer lateral file cabinet 1 ea. 290,00 $ Field Office Furniture, Contractor 1 Is, 0.00 $ - 30x71 desks ea, 325,00 $ 8' folding tables 1 2 Inc 0,00 $ steel foldlna chairs 1 20 inc 0,00 $ task chairs 1 ea, 165,00 $ - 4..<frawer lateral file cabinet 1 3 inc 0,00 $ - 4.drawer fireDroofed lateral file cabin 1 2 inc 0.00 $ drv,erase marker board ea, 75,00 $ - bulletin board ea. 60,00 $ fabric bulletin board ea. 80,00 $ - wastebaskets ea, 40,00 $ olan racks ea, 130,00 $ - plan clamps ea, 160,00 $ Field Office Janitor Service 4 24 mo, 100.00 $ 9,600 Job Toolhouse mo, nla $ Chemical Toilets - Contractor 10 21 mo 85.00 $ 17,850 Chemical Toilets. Owner I AlE mo, nla $ Septic Holding Tanks - Owner mo n/a $ SeDtlc Holdina Tanks. Contractor 2 24 mo 450,00 $ 21,600 Col11Puter Service Slit UP , . ,1 ,1 Is., ,0, 1000,00 $ 1000 1"0 Com outer Network Conn.lCabie Ac 1 24 mo, 150.00 $ 3,600 Internet Access Connection ( Provider 1 24 mo, 75,00 $ 1,800 Field Office ComDul$r Stations. Contr 1 1 Is. 15000,00 $ 15,000 Field Office Computer Stations. Owner ea. 2000,00 $ - Network Maintenance 1 24 mo, 500,00 $ 12,000 OwnersComputerlOfflce Equipment " 1 1 Is, 30000.00 $ 30,000 $ TEMPORARY CONSTRUCTION Is, see below $ - Temporary Job Fence I Buv If. nla $ - Temporary Job Fence I Rent If indiv,2 $ Temoorarv Job Fence ReDair I Relocation If, indlv,2 $ Wetland Barricades If nla $ Temporary Road sf. indiv,2 $ TemDorarv Parklna sf. nla $ - Job Slllns 1 1 Is, 6000.00 $ 6,000 Protect Trees ea, nla $ - Temporary Stairs 2 10 mo, 350.00 $ 7,000 Floor Protection sf. nla $ OSHA Perimeter Protection/Safetv 1 1 Is, 3500,00 $ 3,500 OSHA ODenina Protection sf, incl. $ Safety Nets sf, nla $ TemDorarv Covered Walkwavs 1 1 Is, 20000,00 $ 20,000 Barricades 1 1 Is. 7500,00 $ 7,500 Scaffoldlna sf, by trades $ Temporary Partitions sf, bv trades $ TemDorarv Fire Protection 1 1 Is, 1250.00 $ 1,250 Weather Protection mo, 400,00 $ Concrete Protection Is. by trades $ Cut & Patch For Trades Is, bv trades $ Field Office Securltv Svstem 1 24 mo, 150,00 $ 3,600 On-Site Security Guard mo, nla $ $ CLEAN UP Is, see below $ General Cleanlna & Misc, Labor 1 1,536 hrs 20,00 $ 30,720 Final Cleaning sf in div, 10 $ Clean Paved Areas sf, by trades $ Clean Glass sf, incl. $ Trash Chutes fl. nla $ 30 YO . Dumpster 10 23 mo 850,00 $ 195 500 10 YO - DumDster ea. nla $ $ PERMITS (allowance) 1 1 Is, 2500,00 $ 2,500 Building Permit Is, nla $ Domestic Water Hookup Is. nla $ Sanitary HOOkup Is, nla $ Fire Line HookUP Is, nla $ Street 0 pen i ng ea, nla $ Pollee Detail - Street Openina dav nla $ Other Permits Is. SFWMD $ $ TESTING " Is, $ 100,000 Soli Testlna ea, b owner $ Concrete Testing set b owner $ Steel Testina Is, b owner $ Domestic Water Testing Is. b owner $ Threshold InsDector Is. by owner $ NPDES Testing mo, in div, 2 $ $ SUPPLIES Is. see below $ Office Supplies 1 24 mo. 350,00 $ 8,400 Large Copier ea. 20000,00 $ PO$t8ge&Ovemlght Mail 1 24 mo, 350.00 $ 8400 Overnight Mail mo, incl. $ Safety Prollram I Administer Is, nla $ Safety SUDIlIIIlll , 1 24 mo. 50,00 $ 1,200 Dmll Test Prog ram 10 , 1 ea, 75.00 $ 750 Uniform SVC - Exposed Personnel wks. nla $ PrOllress Photos '.' 1 24 mO, 180,00 $ 4,320 Diait81 Camera 1 1 ea, 350.00 $ 350 Prollress Photos - Aerials mo. 100,00 $ Water Ice & CUDS 3 24 mo, 75.00 $ 5,400 Coffee Service mo, nla $ First Aid Supplies 1 1 Is. 500,00 $ 500 Reproduction EKPenses 1 100 set 400,00 $ 40,000 As,Bullt Drawinas 1 1 set 1000.00 $ 1,000 Final As-Built Survey Is in site survey $ Microfilm Construction Documents Is, nla $ $ UTILITIES Is see below $ Temporary Wiring Is, bv trades $ Electric serVJCEl}toSlte ,', 1 ' ',1 Is, 5000,00 $ ,',' 5,000 Electric SerilcElilil OffiCElS 3 24 mo . 150,00 $ '. 10800 SewerlWater Hookull 1 1 Is, 8000,00 $ 8,000 Telephone Hookup 1 5 ea, " 200:00 $',,' 1000 Job pllll,ne . Contractor wild 1 24 mo, 750,00 $ 18,000 Celluhir Phones 4 24 mo. 135.00 $ 12,960 Job Phone, OlA mo. $ Fax Machine wlmo charaes mo. nla $ Fax Machine wlo mo charges mo, 200,00 $ Construction Power mo, incl. $ Construction Power - Initial 1 15 mo, 1500.00 $ 22,500 Construction Power - wi AC 1 7 mo, 12000.00 $ 84 000 Checkout Power Consumption mo. indo $ Water Consumption for All Trailers 1 24 mo, 450,00 $ 10,800 Water Connection l!il Offices ea, $ Temporary Heat - fuel & maint. Is, nla $ Earlv Cut On Permanent HVAC ea. nla $ Fuel Costs Using Permanent HVAC mo. nla $ $ HOISTING Is, by trades $ Crane Rental mo, bv trades $ Scissor lift Rental mo, by trades $ Freight For Holst Is, bv trades $ Material Holst mo, by trades $ Personnel Holst mo, bv trades $ Tower Hoist mo. by trades $ Hoist Foundation ea, nla $ Temporary Loading Dock ea, nla $ Erect & Dismantle Holst ea, nla $ Jumos ea, nla $ O,T, For Jumps ea, nla $ Hoist Platforms ea, nla $ Doors ea. nla $ Base Enclosure ea, nla $ Hoist Power Hookup Is, nla $ Hoist Power Consumption mo, nla $ Holst Operator mo, nla $ $ EQUIPMENT Is, see below $ Field Office Eouip.-O/A Is, 0,00 $ copier ea, 5100,00 $ fax machine ea, 1100,00 $ appliances ea, 600,00 $ Field Office EQuip. ' Contractor 1 1 Is. 0,00 $ copier large 1 1 ea, 10000,00 $ 10,000 copier small 1 1 ea, 500.00 $ 500 Copier Maintenance 1 1 ea, 1000,00 $ 1,000 j)r1nt~r 1 1 ea, 700,00 $ 700 fax machine 1 2 ea, 500,00 $ 1,000 electric power strips 1 8 ea, 25,00 $ 200 Small Tools 1 1 Is, 2000,00 $ 2,000 Generator mo, nla $ Job Site Radios ea. nla $ $ SCHEDULING Is, in house $ Construction Schedule Set-Up 1 1 Is. 3600,00 $ 3,600 Scheduling Updates 1 24 mo, 300,00 $ 7,200 GraphiC Plotter I Printer ea. nla $ Schedulina Hardware Is, nla $ Schedulina Supplies mo, Incl, $ $ MISC, REQUIREMENTS Is, see below $ Vehicle Insurance mo, nla $ Ground 6reaklna Ceremonv 1 1 Is, 5000,00 $ 5000 Watchman Service wks, nla $ Travel Expenses 1 1 Is 100000,00 $ 100,000 Travel Expenses mo, nla $ Llvlna Expenses I RV Park I 1 1 Is 170000.00 $ 170,000 Living Expenses { RV Park Electrical S 1 1 Is, included $ Movlna Expenses Is nla $ Leg al Services Is, nla $ Auditing Expenses Is, nla $ - Special Consultants Is nla $ WMBE Consultant Is $ AdvllrtI.lnll Fees 1 1 Is, 3000; 00 $ 3,000 Deslan Fee. Is, nla $ Architectural Fees Is, $ - M/E/P Desion Fees Is, $ Structural Design Fees Is, $ Site Civil Enoineerino Fees Is, $ Geotechnical Desion Fees Is, $ Landscaping I Irrigation Design Fees is $ - Food Service Eauioment Desian Fees Is, $ Miscellaneous Desian Fees Is, $ - Project Closeout 1 1 Is. 3000.00 $ 3,000 Train/no Sessions Is 2000,00 $ Testing & Turnover 1 1 wks, $ - SUB TOTAL REIMBURSABLE GENERAL CONDiTIONS PRIOR TO GMP $ 1 087,850 SOFT COSTS ESTIMATED FOR CA# 12 AND 3 $ 549130,00 SECTION FIVE: BID TABULATIONS AND RECOMMENDA TIONS Key West International Airport Construction Authorization # 3 COST OF THE PROJECT Direct Cost Items Hard Cost Recap Sheet Budget Prior to Cost Prior Item Description Final GMP Authorization Cost This Authorization Remainina I Underground Site Utility Work $1,095,105.00 $- $1,065,024.05 $30,080.95 I I I Concrete Testing Allowance In Direct Soft Costs $100,000.00 $ 20,000.00 $20,000.00 $ 60,000.00 I I I TOTAL $1,195,105.00 $ 20,000.00 $1,085,024.05 $90,080.95 <D o o N -- L!) ..-- -- L!) 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I- (f) 5: ,2 e o ..c Cfl N Q) ui e g ~ 5 . ro U 0 ~ 5: ..co 'll:o"ECflS <(ro~~Q) '2~cc~ ,2 ro .o,.~ '0 w 0 .~ Q) (f) o""C+-'u+-' oo:g~:g gl-5:0 wci"2.2 o~~ro ZEltgw o 0 o U 10 co M ..... "'. N o .... Eft .... co 0) o 0). o ..... 0) .... e e e e Q) 0 .- E.- co..c"5 E Cfl ..0 Q) lo.... ._ n; :::l .... LL..cW Cfl Cfl .- -gO~ :::l .... 0 LL,2 Eft ", 0) .0 0) 10 <Ii ..... u: <( U ... o iV" > o ... 0. 0. <( Eft -0 <g 0 ~ (f) -;. c~:J ~t>2 _ Q) Cfl :::l.~ 0 OeO 0... N 10 0) ..... .... ci" ", N Cfl 4= "'C :J (j) o Q) 0:: 0) (f) .S M .~ ~gc-i== ....n;...al ro L.L. U: Q) .~ 2 <( ~ w:go'S WOoLL - Eft o o o N N or ", M U: <( o ....M o . ::f't Q).... 0) -0 :::l al Eft ~ Q).... > Cfl a 0 _0 ro<l= .~ 0 O)(f) .>:: a Cfl e o n Q) Cfl "e 0> o...~ .... .- :gal o-g c ro Q) Cfl ~ 0... 'Ot N ..; N ~ .... o "It Eft 10 ..... .0 o 10 ,.: "It ... Eft ..... ", .0 ..... co <Ii N M Eft o o o M .... or "It ", Eft SECTION SIX: PRELIMINARY CONSTRUCTION SCHEDULE o ...... ..-I ...... ID :J .r:. 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'" f!- a. :;J j "6 a:: :to a I/) 0.. :J ""0 ..Q1 o 0:: 0.. (/) Gl "~ '6 III Gl o <> Gl C o 1ii ..Q1 ~ 0.. :J ""0 ..Q1 o 0:: en en ~ Ol e 0... - ~:g i2 oCtO U:J .!!..c "'I- !,2i GJlll ...0 en en ~ Ol e 0... 0.. :J ""0 ..Q1 o 0:: ~ en ~ 'ii E G) '5( w N Gl Ol III 0... . Gl <:: o -;; .!l ~ ~ III E E :J (/) - r5' i ~ U '" I G) ... SECTION SEVEN: CONTRACT DOCUMENTS DRAWING LIST AND SPECIFICA TION LIST Drawina No. DescriDtion Q!!! GENERAL G001,O VOL. 1- COVER SHEET 3130/06 G001.1 VOL. 1- ARCHITECTURAL INDEX AND LEGEND 3130/06 A 746D-1 ROOF PLAN AND PART 77 DIAGRAM 7460.1 3130/06 A 746D-2 BUILDING ELEVA TlON AND PART 77 DIAGRAM 7460.2 3130/06 CIVIL C111.1 PROJECT LAYOUT PLAN 3130/06 C111,2 EXISTING TOPO 3130/06 C111.3 STORMWA TER POLLUTION PREVENTION PLAN 3130/06 C111.4 UTILITY AND PA VEMENT DEMOLITION PLAN 3130/06 C111.5 PA VEMENT SECTIONS 3130/06 C111.6 GEOMETRY PLAN 3130/06 C111.7 DRAINAGE AND GRADING PLAN 3130/06 C111.8 DRAINAGE STRUCTURES 3130/06 C111.9 WA TER AND SANITARY PLAN 3130/06 C111.10 WA TER AND SANITARY DETAILS 3130/06 C111.11 GROUND LEVEL - SIGNING AND PA VEMENT MARKING 3130/06 C111.12 SECOND LEVEL - SIGNING AND PA VEMENT MARKING 3130/06 ARCHITECTURAL A001.0 FIRST & SECOND FLOOR LIFE SA FEN PLAN 3130/06 A002.0 SITE DEVELOPMENT PLAN 3130/06 A 1 01. 0 FIRST FLOOR DEMOLITION PLAN 3130/06 A101.1 FIRST FLOOR DEMOLITION PLAN - AREA 1 3130/06 A 101.2 FIRST FLOOR DEMOLITION PLAN- AREA 2 3130/06 A111.0 OVERALL FIRST FLOOR PLAN 3130/06 A111.1 FIRST FLOOR DIMENSION PLAN - AREA 1 3130/06 A111.2 FIRST FLOOR DIMENSION PLAN - AREA 2 3130/06 A111.3 FIRST FLOOR DIMENSION PLAN- AREA 3 3130/06 A111.4 FIRST FLOOR DIMENSION PLAN - AREA 4 3/30/06 A111.5 FIRST FLOOR DIMENSION PLAN- AREA 5 3130/06 A111.6 FIRST FLOOR DIMENSION PLAN - AREA 6 3130/06 A111.7 FIRST FLOOR DIMENSION PLAN - AREA 7 3130/06 A111.8 FIRST FLOOR DIMENSION PLAN -AREA 8 3130/06 A112.0 OVERALL SECOND FLOOR PLAN 3130/06 A 112, 1 SECOND FLOOR DIMENSION PLAN - AREA 1 3130/06 A112.2 SECOND FLOOR DIMENSION PLAN - AREA 2 3130/06 A112.3 SECOND FLOOR DIMENSION PLAN - AREA 3 3130/06 A 112.4 SECOND FLOOR DIMENSION PLAN - AREA 4 3130/06 A112.5 SECOND FLOOR DIMENSION PLAN - AREA 5 3130/06 A 112. 6 SECOND FLOOR DIMENSION PLAN -AREA 6 3130/06 A 112.7 SECOND FLOOR DIMENSION PLAN - AREA 7 3130/06 A 112. 8 SECOND FLOOR DIMENSION PLAN - AREA 8 3130/06 A 113. 0 OVERALL ROOF PLAN 3130/06 A143 A144 A145 A201 A202 A203 A204 A205 A206 A207 A301 A302 A400 A401 A403 A404 A411 A412 A500 A602 A603 ENLARGED TOILET ROOM PLANS ENLARGED TOILET ROOM PLANS ENLARGED FLOOR PLANS OVERALL BUILDING ELEVATIONS OVERALL BUILDING ELEVATIONS PARTIAL BUILDING ELEVA TlONS PARTIAL BUILDING ELEVATIONS SOUTH BUILDING ELEVA TlONS NORTH BUILDING ELEVA TlONS EAST & WEST BUILDING ELEVA TlONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS PC ELEVA TlONSI DETAILS & MISC. DETAILS STAIR AND ELEVA TOR PLANS AND SECTIONS STAIR AND ELEVATOR PLANS AND SECTIONS 8000.1 8111.0 8111.3 8111.4 8111.5 8111.6 8111.7 8111.8 8112.0 8112.3 8112.4 8112.5 8112.6 8112.7 8112.8 8301.0 8301.1 8301.2 8301.3 8301.4 8301.5 8301.7 8301.8 STRUCTURAL STRUCTURAL GENERAL NOTES AND SPECIFICA TlONS OVERALL FOUNDA TlON PLAN FOUNDA TlON PLAN - AREA 3 FOUNDA TlON PLAN - AREA 4 FOUNDA TlON PLAN - AREA 5 FOUNDA TlON PLAN - AREA 6 FOUNDA TlON PLAN - AREA 7 FOUNDA TlON PLAN - AREA 8 OVERALL SECOND FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN - AREA 3 SECOND FLOOR FRAMING PLAN - AREA 4 SECOND FLOOR FRAMING PLAN - AREA 5 SECOND FLOOR FRAMING PLAN - AREA 6 SECOND FLOOR FRAMING PLAN - AREA 7 SECOND FLOOR FRAMING PLAN - AREA 8 SECTIONS AND DETAILS SECTIONS AND DETAILS SECTlONSAND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS 3/30/06 3/30/06 3/30/06 3/30/06 3130/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3130106 3/30/06 3/30106 3/30/06 3/30/06 3/30/06 3/30/06 3130/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 5601.0 CONCRETE COLUMN SCHEDULE AND DETAILS 3130/06 5601.1 STEEL COLUMN SCHEDULE AND DETAILS 3130/06 5601.2 CONCRETE BEAM SCHEDULE AND DETAILS 3130/06 5601.3 SLAB, MASONRY WALL AND LINTEL SCHEDULES AND 3130/06 DETAILS FIRE PROTECTION FOOO.1 FIRE PROTECTION LEGEND, SYMBOLS AND NOTES 3130/06 F111.3 FIRST FLOOR FIRE PROTECTION PLAN AREA 3 3130/06 F111.4 FIRST FLOOR FIRE PROTECTION PLAN AREA 4 3130/06 F111.5 FIRST FLOOR FIRE PROTECTION PLAN AREA 5 3130/06 F111.6 FIRST FLOOR FIRE PROTECTION PLAN AREA 6 3130/06 F111.7 FIRST FLOOR FIRE PROTECTION PLAN AREA 7 3130/06 F111.8 FIRST FLOOR FIRE PROTECTION PLAN AREA 8 3130/06 F112.3 SECOND FLOOR FIRE PROTECTION PLAN AREA 3 3130/06 F112.4 SECOND FLOOR FIRE PROTECTION PLAN AREA 4 3130/06 F112.5 SECOND FLOOR FIRE PROTECTION PLAN AREA 5 3130/06 F112.6 SECOND FLOOR FIRE PROTECTION PLAN AREA 6 3130/06 F112.7 SECOND FLOOR FIRE PROTECTION PLAN AREA 7 3130/06 F112.8 SECOND FLOOR FIRE PROTECTION PLAN AREA 8 3130/06 PLUMBING POOO.O PLUMBING LEGEND AND SCHEDULES 3130/06 P101.1 FIRST FLOOR PLUMBING DEMOLITION PLAN AREA 1 3130/06 P101.2 FIRST FLOOR PLUMBING DEMOLITION PLAN AREA 2 3130/06 P111.1 FIRST FLOOR PLUMBING PLAN AREA 1 3130/06 P111.2 FIRST FLOOR PLUMBING PLAN AREA 2 3130/06 P111.4 FIRST FLOOR PLUMBING PLAN AREA 4 3130/06 P112. 1 SECOND FLOOR PLUMBING PLAN AREA 1 3130/06 P112.2 SECOND FLOOR PLUMBING PLAN AREA 2 3130/06 P112.4 SECOND FLOOR PLUMBING PLAN AREA 4 3130/06 P112.5 SECOND FLOOR PLUMBING PLAN AREA 5 3130/06 P113.0 MEZZANINE PLUMBING PLAN 3130/06 P113.2 MEZZANINE ENLARGED PLUMBING PLAN 3130/06 P401.0 FIRST FLOOR PLUMBING ENLARGEMENT PLANS 3130/06 P402,O SECOND FLOOR ENLARGEMENT PLUMBING PLANS 3130/06 P501,O PLUMBING DETAILS 3/30/06 P501.1 PLUMBING DETAILS 3130/06 ELECTRICAL EOOO.1 ELECTRICAL SYMBOLS LEGEND 3130/06 E101.1 FIRST FLOOR- ELECTRICAL SITE POWER PLAN 3130/06 E101.3 FIRST FLOOR - ELECTRICAL 51TE LIGHTING PLAN 3130/06 E101.4 E311.1 E361.3 SECOND FLOOR- ELECTRICAL SITE POWER PLAN LIGHTING FIXTURE SCHEDULE ELECTRICAL SITE LIGHTING LA YOUT DETAILS 3130/06 3130/06 3130/06 BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY Meeting Date: October 18,2006 Bulk Item: Y,es XX No Division: Airport Staff Contact Person: Peter Horton AGENDA ITEM WORDING: Approval of Construction Authorization # 3 for the Key West International Airport New Terminal Building and Renovation Project ITEM BACKGROUND: In order to allow work to begin and proceed the CM at Risk contract has a provision for construction authorizations. Under the contract a construction authorization (C.A.) is a written work order based on a defined scope of work prepared by the Project Director and issued to the Construction Manager. In the case of the KWIA project the 2 previous C.A.'s were issued, liS provided for in the contract, by the project director. However those C.A.'s were approved bas;ed on estimates indicating that the project was within budget. Staff has indicated that the most recent C.A. would be based on an estimate that exceeds the County's budget. County staff, the architect-engineer, and the construction manager, in cooperation, have been working diligently to value engineer the project and have identified significant cost saving alternatives to the project. However, due to the fact that as it currently stands, the GMP exceeds the County's budget and that the cost of the work associated with C.A. # 3 may contribute to a GMP that eXl:eeds the budget approved by the B.O.C.C., the CAY has opined that C.A. 3 has to go to the B.O"C.C. for approval and that the project director does not have the authority to issue C.A.#3 PREVIOUS RELEVANT BOCC ACTION: Approved the award of the C.M. at Risk contract to the Morganti Group on October 19, 2005. Approved the amendment to the contract on March 15, 2006. CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATIONS: Approval TOTAL COST: BUDGETED: Yes XX No COST TO COUNTY: SOURCE OF FUNDS: REVENUE PRODUCING: Yes No AMOUNTPERMONTH_ Year APPROVED IIY: County Atty _ OMBlPurchasing _ Risk Management_ C31 DIVISION DIRECTOR APPROVAL: DOCUMENllATlON: Included XX DISPOSITION: Revised 2/05 (TYPE NAME HERE) Not Required_ AGENDA ITEM # Oct. 6, 2006 Memo To: Tom Willi Re: Review of Draft # 3 of Construction Authorization # 3 for Key West Tom, The following comments refer to page 6 of the draft titled "Monroe County, Florida Constmction Authorization Form". Yesterday afternoon, I looked at the latest draft (draft # 3) ofC. A. # 3 for Key West. Bruce Harkness participated in the process. The key points I would like to emphasize are as follows: I. Hard costs relative to C.A. #3 for "Underground Site Utility Work" are shown on a single bid comparison sheet at $1,065,024.05 without sufficient details identifYing the bidders and the respective bids. Also, my copy ofthe document does not clearly indicate which line items ofthe hard cost budget estimate are included in this figure, but Bmce assures me that he can provide a highlighted version which clearly shows the constituent items and that they are within the DD budgeted allowances. The only discrepancies I've found between the DD Estimate-Division 2 work and the latest hard cost estimate for Division 2 is the addition of Bid Pack 2A (Start-up & Relocation: +$78,442.) and Bid Pack 2E (Asphalt Paving & Acc: net + $102,846.) But, without a detailed and recently updated line-by-line estimate of the changing costs of Division 2 work, it is difficult to determine whether the segment of Division 2 work covered in C.A. #3 is consistent with the costs associated with overall scope of Division 2. Nevertheless, based on the information provided, and without a detailed cost model for comparison, I do not have any objection to the hard costs listed in C.A. # 3. 2. Allowances for "Concrete Testing, Monitoring, Surveying": Total testing allowance shown on the "General Conditions/Soft Costs" estimate in C.A. # 3 is $100,000. Since this is a new cost to the project not shown in Morganti's DD Review Soft Cost Estimate, the impact to the overall budget should be addressed by Morganti. I believe this could best be provided in the form of a detailed comprehensive cost model, but I believe this $1 OOK figure is not out of line with what is appropriate for this project. I also believe that the amount of $20,000. requested in C.A. # 3 is appropriate for this portion of the work. 3. "Owner's Soft Costs" as quantified in C.A. # 3 ($170,179.62) are not entirely in agreement with certain parts of the latest draft of the GMP dated Aug. 30, '06 as submitted to Monroe County on Sept. 22, '06. Some ofthe soft costs in C.A. #3 are specifically excluded in the Clarifications & Assumptions of the GMP (permit fees, utility costs, etc.). Other costs itemized in C.A. # 3 are currently being discussed and are subject to a final interpretation ofthe Contract (travel expenses, office supplies, etc.) These and other items are currently in limbo pending further negotiations. Furthermore, while discussing this with Bruce Harkness yesterday, he advised that the Owner's Soft Cost figure shown above is not correct, but is actually $250,179.62 ($80,000 higher). This brings me to the subject ofthe format of all C.A.s to date. It is my strong recommendation that Morganti should provide all hard costs, soft costs, direct costs, etc., shown on a single, current and complete estimate spreadsheet (showing impacts to the overall budget) so that errors of this type will not occur. To facilitate this process, I suggest a meeting should be arranged to include all necessary parties including Danny Kolhage; clarity, completeness and accuracy being the objective. I will be happy to assist in this process. 4. "OCP and General Liability Insurance": No objection. 5. "Bonds": No objection. Alan D.. French Oct. 6, 2006 Key West International Airport Construction Authorization # 3 SECTION ONE: SUMMARY OF WORK October 5, 2006 Mr. Larry Chalmers Key West International Airport 3491 South Roosevelt Boulevard Key West, FL 33040 Re: Key West International Airport -Installation of Underground Site Utilities Morganti Group, Inc. respectfully requests Monroe County authorize commencement of the work required for Phased Construction Mobilization work at the Key West International Airport by issuing the attached Construction Authorization Number Three. Listed below is a general breakdown of work activities in this Authorization Request. I. Selective Demolition a. This work includes the removal of concrete sidewalks, landscaping, fencing, monuments, asphalt, signage and other such activities required to facilitate the installation of underground utilities, including but not limited to removal of existing basins, pipe and inlets. 2. Underground Utilities a. Install underground storm water piping and basins and make all connections. b. Install water piping and make all connections. c. Install fire water lines and make all connections. d. Install sewer lines and make all connections. e. Protection of existing wells and inlets 3. Roadwork and Pad Base a. Rework existing base at building and parking deck b. Add road base as required c. Install sidewalks and cross walks d. Install type "0" and "F" Curb as called out in drawings. The intent of Construction Authorization Number Three (3), for the Key West International Airport, is to allow work to proceed in a continuous manner until the Guaranteed Maximum Price (GMP) is established. Scope may be added or modified as agreed to achieve this goal. Any scope modifications to this Construction Authorization will be handled by additional executed authorizations before the work begins. The Owner's execution of this Construction Authorization to facilitate construction operations will be gr,eatIy appreciated. Please call if there are any questions or comments. Sincerely, Bruce Harkness Morganti Group Inc. Project Manager KWIA Cc: Jim Peace Gerry Kelly Jim Inman Field Files SECTION TWO: GMP PRICE SUMMARY - T() INCLUDE CONSTRUCTION AUTHORIZATION & TAX SA VINGS MONROE COUNTY, FLORIDA CONSTRUCTION AUTHORIZATION FORM WORK AUTHORIZATION NO: 03 DATE: October 5. 2006 OWNER: Monroe County Florida PROJECT: Kev West International Airport - New Terminal Building and Renovation TO: The Morl!anti Group, Inc.. Construction Manager The following work is hereby authorized on the effective date indicated above. Description of work being authorized, reasons therefore, and associated cost pertaining to such work: Undt:r the terms of the agreement between Monroe County and the Construction Manager dated October 19, 2005, Monroe County authorizes the Construction Manager to commence the below listed work for the indicated cost or as shown on any attached supporting Exhibits. All work in this Construction Authorization will be included in the GMP as applicable. DESCRIPTION OF WORK AND ESTIMATED COSTS (The itemized costs I isted below are allowances for the work to be performed under this Construction Authorization for the Key West International Airport.) Activitv Cost 1 Underground Site Utility Work $ 1,065,024.05 Allowances for Concrete Testing, 2 Monitoring, Surveying $ 20,000.00 3 Owners Soft Costs $ 250,179.62 OCP and General Liability Insurance 4 (Builders Risk by Owner) $ 18,817.64 5 Bonds J 13.377.22 Total Construction Authorization $ 1,367,398.53 CONSTRUCTION AUTHORIZATION # 3 Key West International Airpori- New Tenninal Building and Renovation The Morganti Group, Inc. As witnessed: APPROVED: By By \\litness Authorized Representative for The Morganti Group, Inc. Date MONROE COUNTY, FLORIDA AS witnes,..d: APPROVED: By By W:itness Authorized representative I,,. Monroe County, Florida Date SECTION THREE: S(~OPE CLARIFICATION AND ASSUMPTIONS ASSUMPTIONS AND CLARIFICATIONS For CONSTRUCTION AUTHORIZATION # 3 KEY WEST INTERNATIONAL AIRPORT- NEW TERMINAL BUILDING October 5, 2006 I. All work to be performed under this Construction Authorization will be at the Key West International Airport. 2. Construction Authorization Number Three includes the work required to provide the installation of underground utility work for the project. This will consist ofthe work as shown and documented on the Concrete Deck and Site Utilities Package and specifications dated 3/30/06 from URS Corporation and the Final Geotechnical Report Prepared by URS dated IFebruary 2006. This work is authorized and is pursuant to the Contract between Monroe County and Morganti Group, Inc dated October 19, 2005 for work scope to proceed before the establishment of a final GMP. Cost of any work not shown in the above noted drawings and reports but may be shown in Bulletin I and 2 from URS is not included in this authorization. Those changes will be shown as part of the final GMP. 3. Installation of the underground utilities will be performed in a phased manner and will involve closufl~ of roadways after hours, tie-ins to existing utilities and shutdowns at various times of operation of the airport which will impact the existing terminal and airport parking areas. Coordination of this work will occur well in advance, will be approved by the County, Airport Director and all parties affected by the work notified and provided temporary utilities if requin:d. All life safety items will be fully operational at all times. 4. Subcontractors (and the CM, if necessary) will be allowed to use available water, power, and other utilities in or around the airport facility necessary for all needed construction activities. All fef:s for set-up, deposits or costs for additional utilities, if necessary, will be a direct cost item and funded by the Budget established in this authorization. 5. Requirements for materials testing services by an independent testing lab have been identified therefore a cost allowance has been included for testing. 6. Any work outside what is defined in the attached bid tabs will be funded through additional Construction Authorizations. 7. The Owner shall provide Builders Risk Insurance as indicated by the County-CM Agreement. 8. No Phase Fee,or Pre-construction Costs are included in this Authorization #3 but are being billed separately as established by the Notice to Proceed and Agenda Item # D6 under the actions: of the Monroe County Board of County Commissioners' on June 21, 2006. Overhead and Profit will be billed at 4% of the work in place when monthly payment requisitions are submitted. Page I of2 9. The Budget established for Cost of the Project (Article 9 Direct Costs of the Project) is only an estimate. If actual cost exceeds budget, project funds will be made available from additional Construction Authorizations or in the final GMP. Page 2 of2 SECTION FOUR: DETAILED ESTIMATE DETAIL BUDGET ESTIMATE SUMMARY FOR KEY WEST INTERNATIONAL AIRPORT TERMINAL BUILDING -- CONSTRUCTION PH,~SING AND DIVISION TWO WORK THE MORGANTI GROUP INC. URS DOCUMENTS - ,CONCRETE AND SITE UTILITY PACKAGE Dated 3/30/06 Bid Unit SO DO Work Budgeted Estimate Estimate MGI Packaae Bid Package Oescrlptlon Quentlty Units Cost 1/30/2006 7/24/2006 ForCA#3 2A Construction Phased Start-Up Is Proposal ComDound Site Fencina Is $ 12,125 Add in",ress/egress sidewalks Is $ 32,967 New Parklna Lot Entrances lne above Handicao desionation and Ramo $ianaae jnc above Pavement Marking jnc above New Parkina Booth Island Inc above Relocate Parkino Booth Is $ 5,000 Relocate Electric/Telecom for Booth Is $ 3.500 Parkina Lot Fence Removal and Setuo Is $ 24,850 28 Demolition - Site 1 Is 0.00 $ 185,782.00 Remove Storm Structures 7 ea 328.43 $ 2,299 Remove Storm Ploina 653 If 20,72 $ 13,539 Remove Lift Station ea 3500.00 $ - Remove Sanltarv Structures 3 ea 328.43 $ 985 Remove SanitarY Clean outs 4 ea 82.108 $ 328 Remove Sanitary Piping 131 If 20.72 $ 2,704 Remove Water Plolna 86 If 20.72 $ 1,778 Remove Electrical Pullboxes 1 ea 328.43 $ 328 Sawcut Asphalt 894 If 0.75 $ 670 Sawcut Concrete 68 If 2.25 $ 148 Remove ASDhalt Pavina 142,177 sf 0.50 $ 71,088 Remove Asphalt Paving Base 31,013 sf 0.85 $ 26,361 Remove Concrete PavinalWalks 11,142 sf 0.95 $ 10,585 Remove Concrete Curb 86 If 8.00 $ 688 Remove Concrete Curb & Gutter 2,162 If 8.00 $ 17 ,293 Remove Planters 470 If 8.75 $ 4,110 Remove Parking Control Structure I Gates 1 ea 2500.00 $ 2,500 Remove Chain Link Fenclna 930 If 3.75 $ 3,488 Remove Site Slanaae 7 ea 8.63 $ 60 Remove Site Monuments 3 ea 200.00 $ 600 Remove Parking Meters 7 es 38.63 $ 270 Remove FlaaDoles 3 ea 575.00 $ 1,725 Remove L1ghtpoles 13 ea 375.00 $ 4.875 Remove LiahtDoles 7 ea 750.00 $ 5,250 Relocate PowerDoles 5 ea 1500.00 $ 7,500 Remove Metal Shed 586 cf 2.00 $ 1,172 1 StaN Buildlna Foundation 1.500 sf 3.62 $ 5,436 2C Demolition. Buildin 1 Is 240743.00 Demo Ticket Counter, Run-Out Convevors 178 If $ - Demo Plumbina Is $ Demo Fire Protection System Is $ Demo HVAC Is $ - Demo Electrical Is $ Slabs 3,551 sf 4.88 $ 17,330 Partitions 18,618 sf 2.45 $ 40,715 Columns 25 ea 155.00 $ 3,875 Roof System 1,083 sf 8.50 $ 9,207 CanODies 6,112 sf 5.46 $ 33,371 Mezzanin I Stairs 264 sf 6.88 $ 1,815 Casework 217 If 16.00 $ 3,468 Toilet Partitions 10 ea 75.00 $ 750 Fire Shutters 8 ea 145.00 $ 1,160 Overhead Doors 1 ea 355.00 $ 355 Roof ladder 1 ea 125.00 $ 125 Remove Door I Window Units 116 ea 225.00 $ 26,100 Relocate Plaaue 1 es 125.00 $ 125 Relocate A TM ea Seatin 105 ea 25.00 $ 2,625 Cellinas 17 ,279 sf 0.85 $ 14,687 Floor Finishes 17,081 sf 3.90 $ 66,615 Site Earthwork f Development 1 Is 137,500.00 $ 159,399.00 Mobilization 1 Is 15,000.00 $ 15,000 Bond 1 Is 22,801.84 $ 22,802 Traffic Control 1 Is 55,000.00 $ 55,000 Clear & Grub 0.48 ae 8,593.75 $ 4.123 Erosion Control $ Siltation Fence 2,300 If 5.25 $ 12,075 Basin Silt Screens 24 eo 204.00 $ 4,896 NPDES Test;n mo BId . Pad Fill Parkin Ram s 2,403 e 13.25 $ 31,841 Proofroll Buildin Pad 19,244 sf 0.05 $ 962 Cut Pavin 515 e 7.50 $ 3.861 Balance Site Fill 431 e 10.75 $ 4,630 Site Fill Berms e Grade SIte 52,615 sf 0.08 $ 4.209 Surve in 1 Is 45000.00 $ 45,000 Existin Utilities SUNe in Is $ Offsite 1m rovements Is $ 2E As halt Pavin & Ace. 1 Is 876532.00 I"T e "S" As halt Pavin 504 s 12.95 $ 6,523 2"T e "$" As halt Pav;n 12,765 s 20.00 $ 255,291 l-1f2"T e "S" Milled As halt Pavin 6,884 s 16.00 $ 110,139 Tern ora Gravel Stora e Area mo. $ Sub~Base Work 48011.00 $ 48,011.00 8" Limerock Base 1,606 s 17.67 $ 28,375 4" Limerock Base 504 s 8.83 $ 4.448 3" Gravel over Geolextile s 15.00 $ 12" Stabilized Sub rade 2,110 s 7.20 $ 15,189 Precast Wheel Sto s As halt 319 eo 31.25 $ 9.969 Precast Wheel Slo s Concrete 98 eo 36.25 $ 3,480 Pav;n Markin s 12" Cross Walk Markin s 1.524 If 12.40 $ 18.898 24" Sto Bars 150 If 24.75 $ 3.713 Handies Parkin S mbols 12 eo 74.35 $ 892 Handica f Service Lines 2,615 If 1.10 $ 2,877 4" Parkin Lines 8,190 If 1.10 $ 9,009 6" Roadwa Lines 2,803 If 1.90 $ 5,325 Traffic Arrows 43 ea 38.10 $ 1,838 Traffic Si na e Sfo Si ns 8 ea 406.25 $ 3,250 Do Not Enter SI ns 5 ea 406.25 $ 2,031 Handica Parkin Si ns 12 ea 406.25 $ 4,875 Left Turn Onl Si ns 6 eo 406.25 $ 2,438 Overla Existin Pav;n s Re aye Exlstin Removed Payin s 48.75 $ Re ave Existin Removed Pavin Sanlla s 25.98 $ Tern . Access Roads s Is 306979.00 $ 308,979.00 6,512 If 24.00 $ 120,954 385 If 25.25 $ 9,719 If 16.20 $ 10,252 sf 6.25 $ 64,077 sf 4.25 $ sf 20.98 $ 1,568 sf 17.45 $ 27,362 sf 4.05 $ Is sf 3.65 $ If 10.00 $ sf 4.65 $ 1 Is 0.00 2 eo 6189.45 $ 12,379 3 ea 6189,45 $ 18.568 Curb Inlet Structures ea Storm Manhole Structures 1 ea 6189.45 $ 6,189 Stann Control Structure ea Bubble UP Structures ea Mitered End Section wi Grates ea Core & Bore Exlstina Structures 2 ea 1650.00 $ 3,300 Modlfv Exlstina Structures 3 ea 800.00 $ 2,400 Stonn Pioino If 6"DIP 86 If 36.80 $ 3,168 8"RCP 222 If 36.80 $ 8,167 12"RCP 275 If 36.80 $ 10,129 15"RCP 208 If 50.95 $ 10,500 18"RCP 110 If 50,95 $ 5,609 Trench Drain 64 If 70.12 $ 4,458 Exfiltration Trenches If 70.12 $ Site Roof Drainaae Collection Roof Drain Connections wi Cleanouts 20 ea 850.00 $ 17,000 Roof Drain Cleanouts ea 250.00 $ - PVC Storm Rain Leaders 1,800 If 31.26 $ 56,268 10"PVC If 8.88 $ 8"PVC If 8.05 $ Site Utilities. Water 1 Is 0.00 $ 394,933 $ 394,933.00 Domestic Water Pipina If $ 6" DIP If 32,85 $ 4"DIP If 32.85 $ - 3" C-900 PVC If 6.16 $ - 2-112" Pleina 511 If 32.85 $ - 2" Piping 40 If 32.85 $ - 1" Piolna 47 If 16.43 $ - 4" HDPE Raw Water Main) If 18.41 $ - Valves & Fittings 16 ea 430.80 $ - 6" Gate Valve ea 932.00 $ - 4" Gate Valve ea 430.80 $ - 8x8 Tee ea 309.00 $ 8><6 Tee ea 334.80 $ - 8x4 Tee ea 334.80 $ - 6><6 Tee ea 334,80 $ - 2x2 Tee ea 334.80 $ - 8x6 Reducer ea 334.80 $ - 8" Flttinas ea 334.80 $ - 6" Fittinas ea 334.80 $ " 4" Flttlnos ea 279.00 $ " 4" Plua Cae ea 27.50 $ - 3" Plu Ca ea 27.50 $ 6" DDCV ea 7331.25 $ " 4" Backflow Preventor 1 ea 6713.70 $ - 6"PIV ea 6720.00 $ " Relocate Meter Assembly 1 ea 1550.00 $ 12" Wet TaD ea 12100.00 $ - Samole Points I Test 4 ea 350.00 $ " Connect Existina Services 3 ea 450.00 $ - Site Utilities. Fire $ Fire Line Piein If $ " 8" PiDina 344 If 32.85 $ - 6" Piplna 16 If 32.85 $ 4" Pieina 234 If 32.85 $ " Remove Exlstin Hydrant Assemblv ea $ Hydrant Assembly 2 ea 2220.00 $ Fire DeDartment Connection 2 ea 2220.00 $ Valves & FiUings 17 ea 430.80 $ Roadway Boxes & Covers 3 ea 285.00 $ 8" Double Check Valve Assemblv 1 ea 15000.00 $ Tie In Buildln Services 3 ea 655.00 $ - Site Utilities ~ Sewer 1 Is 0.00 $ Manhole Structures 1 ea 4720.00 $ - Sanita PI in If $ - 6" PiDina 139 If 32.85 $ 4" Pioina 363 If 32.85 $ 2" PI in 74 If 32.85 $ - Fittinas 15 ea 334.80 $ - Grease Traos ea $ - Tie In Bulldin Services 7 ea 655.00 $ - Tie In Existlna Services 2 ea 655.00 $ - Rehabilitate Existina Manhole ea 2J Site Fencina sf 0.81 Temoorarv Fence I Rent 400 If 4.50 $ - Tern ora Fence I Reoair I Relocation 400 If 2.50 $ - Fence Enclosures (1i'J Buildin s - 2 Storv 5.900 sf 15.00 $ 88.500 6' Chalnlink Fence I Gates Site) If 19.86 $ Rollin Gates ea 12800.00 $ S' Chainlink Fence ( E. Gen.lDumnster \ If 12.24 $ 2K Imaation 1 Is 60000.00 $ 60,000 Well 6" Diameter If 265.00 $ 2L Landscaoin 1 Is 190000.00 $ 100,000 Ornamental Trees ea Ja anese Fern ( FD \ ea 150.00 $ Piaeon Plum ( CD ea 180.00 $ - East Palatka Hollv I IA) ea 150.00 $ - CraDe M rtle LI' ea 150.00 $ - Slash Pine PEl ea 150.00 $ - Laural Oak ( QL ) ea 350.00 $ - Live Oak QV) ea 350.00 $ - Live Oalf. QVl ea 350.00 $ - Palms ea Alexander Palm ( PT2 ) ea 260.00 $ - Alexander Palm ( PT3 ) ea 390.00 $ - Cabbane Palm SP' ea 130.00 $ - Roval Palm RE ea 430.00 $ Pvamv Date Palm PR ea 150.00 $ Thatch Palm ( TR ea 130.00 $ Shrubs I Ground Cover ea Xanadu ( PXA ) ea 8.00 $ - S lit-Leaf Philodendron PSE ea 10.00 $ - Downey Jasmine l JMU ) ea 10.00 $ - Horizontal Cocoolum CHOI ea 8.00 $ RedTi Coconlum ( CIC \ ea 10.00 $ 51. Christooher Lily, CRi ea 20.00 $ Croton ( CV A ) ea 10.00 $ Green Island ( FMI ea 8.00 $ - Dwarf Firebush ( HPA ) ea 10.00 $ - Dwari Yauoon Hollv ( IVO ea 8.00 $ - Pa~onsJuniner(JPA\ ea 8.00 $ Wax Jasmine ( JVO ) ea 8.00 $ Golden Lantana LDE ea 3.00 $ - Liriooe ( LMU ) ea 8.00 $ - Simnsons StoDDer ( MFR ) ea 10.00 $ - Plumbaao ( PAU ) ea 8.00 $ Indian Hawthorn ( RIN 1 ea 8.00 $ - Silver Saw Palmetto SRE ea 8.00 $ - Florida Gams Grass ( TFL 1 ea 10.00 $ Oranne Jasmine ( MPA \ ea 20.00 $ - My~ine ( MGU ) ea 20.00 $ - Wax Mvrtle ( MCE ea 20.00 $ Gold Mound Duranta DER ea 8.00 $ Trailina Chenille Plant APE ea 3.00 $ - Pink Hibiscus HRSI ea 20.00 $ - Fiddlewood CFR ea 20.00 $ Trinette Schefflera SAR ea 20.00 $ Queen Emma Crinum ( CAU ea 30.00 $ - Sod sf Floratam 51. AUQustine sf Araentine Bahia sf Plantinn Soil cv Plantina Mulch cv Maintenance wks Au er Piles 13,110 If $ Mobilizations 3 3a 5,000,00 $ 15,000,00 16" Au er Piles 13,110 If 33,18 $ 434,989 Remove Sooils 13,110 If 0.65 $ 8,521 Cut Piles 437 ea 150.00 $ 65,550 Test Proaram 13,110 If 4.92 $ 64,501 Vibroflotation Is 115,000.00 $ - Cut Buildina Pad 3' cv 6.50 $ - Backfill Buildin Pad cv 6.50 $ - Comoact Backfill Buildina Pad sf 0.08 $ - Remove Sooils ea 100.00 $ - 2M Site Imorovements Site Screen Walls ( orecast ) If 98.46 $ - 4' Benches ea 750.00 $ - Trash Rece tacles ea 350.00 $ - Bike Racks 4 ea 1271.83 $ - DIVISION lWO I S 2,248,822 S 2,791,545 $ 1,095,104 SD Design 00 Design CA Scope Cost color indicates work included in this cost authorization RECAP For UNDERGROUND UTILITY WORK I Original Budget Estimate for Work $ Cost this CA from Sub-Contractor $ Over/Under Budnet $ 1,095,105.00 1,065,024.05 30,080.95 GENERAL CONDITIONS/SOH COSTS FOR KEY WEST INTERNATIONAL AIRPORT MONROE COUNTY THE MORGANTI GROUP INC:. DESIGN DEVELOPMENT PHASE 30.Aug.06 Utilization ITEM DESCRIPTION Rate QTY Unit Unit Cost Subtotal Total Cost [)[\IISIONj9:GEN CO 01. I NS ........ ........ ..... ........ LAYOUT Is. $ Layout Partitions sf b trades $ Inde endent Surve or Is. in 02100 $ As-Built Surve Is. in 02100 $ $ TEMPORARY FACILITIES Is see below $ Field OffIce - Owner sUmo. n/a $ Field Office - AlE sUmo. n/a $ Field OffIce. Contractor mo see below $ Field Office Trailer - Owner mo. see below $ Set-u & Removal ea. see below $ Field Meetlna Trailer 1 2. mo. 500.00 $ Set-oD & Removal 1 1 ea. 1500.00 $ 4500 Field Office Trailer - Contractor 2 2. mo. 450.00 $ 34 200 Set-oD & Removal 2 1 ea. 1500.00 $ 3200 Stol'llae Trailer mo. 150.00 $ Set-UD & Removal ea. 300.00 $ - field Otftce Entrv Platfonns 3 2. mo. 75.00 $ - Set-uD & Removal ea. 1000.00 $ Field OffIce Furniture - Owner Is. see below $ Field Offtce E ul . - Owner Is. see below $ Field Offlce Furniture 1 1 Is. 5350.00 $ 5,350 desks 1 5 inc 0.00 $ office chairs 1 5 inc 0.00 $ secreta desk 1 ea. 225.00 $ secreta chair 1 ea. 165.00 $ conference table 1 ea 45.00 $ steel foldlna chairs 1 ea. 8.00 $ 4-drawer lateral file cabinet 1 ea. 290,00 $ Field Office Furniture. Contractor 1 Is 0.00 $ 30x71 desks 1 ea. 325.00 $ 8' folding tables 1 2 ine 0.00 $ steel foldlna chairs 1 20 inc 0.00 $ task chal... 1 ea 165,00 $ 4-drawer lateral file cabinet 1 3 ine 0.00 $ 4-drawer fire roofed lateral file cabin 1 2 inc 0,00 $ d -erase marker board ea. 75.00 $ bulletin board ea. 60.00 $ fabric bulletin board ea. 80.00 $ wastebaskets ea. 40.00 $ Ian racks ea. 130.00 $ Ian clam s ea 160.00 $ Field Office Janitor Service . 2' mo. 100.00 $ 9,600 Job Toolhouse mo. n/a $ Chemical Toilets - Contractor 10 21 mo 85.00 $ 17,850 Chemical Toilets - Owner / AlE mo. n/a $ - Seotlc Holdlna Tanks. Owner mo n/a $ Seotlc Holdlna Tanks. Contractor 2 2' mo 450.00 $ 21,600 Com uter Servlc. Set Uo 1 1 Is. 1000.00 $ 1,000 FO Comouter N.twork Conn.lCable Ac 1 2. mo. 150,00 $ 3,600 Internet Access Connection ( Provider 1 2' mo. 75.00 $ 1,800 Field OffIce ComDuter Stations - Colltri 1 1 Is. 15000.00 $ 15,000 Field OffIce ComDuter Stations. Owner ea. 2000.00 $ Network Maintenance 1 2' mo. 500.00 $ 12,000 Own.... ComDuter/OffIce E ul ment 1 1 Is. 30000,00 $ 30,000 $ TEMPORARY CONSTRUCTION Is see below $ Temporary Job Fence / Bu If. n/a $ Tem ora Job Fence / Rent If. in div 2 $ Tem r. Job Fence Re aIr / Relocation If. in div. 2 $ Wetland Barricades If. n/a $ Tem r. Road sf. indiv,2 $ Temoorarv Parklna sf n/a $ Job Slans 1 1 Is. 6000.00 $ 6,000 Protect Tree. ea. n/a $ Tern ora Stairs 2 10 mo. 350.00 $ 7,000 Floor Protection sf. nla $ OSHA Perimeter Protectlon/Safetv 1 1 Is. 3500.00 $ 3,500 OSHA 0 enln Protection sf ine!. $ Safe Nets sf nla $ Tern ora Covered Walkwavs 1 1 Is. 20000.00 $ 20,000 Barricades 1 1 Is. 7500.00 $ 7,500 Scaffoldlna sf. b trades $ TemDorarv Partitions sf. b trades $ TemDorary Fire Protection 1 1 Is 1250.00 $ 1,250 Weather Protection mo. 400,00 $ Concrete Protection Is. b" trades $ Cut & Patch For Trades Is. b" trades $ Field Office Securl S stem 1 24 mo. 150.00 $ 3,600 On-Site Secur! Guard mo. nla $ $ CLEAN UP Is. see below $ General Cleanln & Misc. labor 1 1,536 hcs 20.00 $ 30,720 Final Cleanln sf in diY. 10 $ - Clean Paved Areas sf. by trades $ Clean Glass sf ine!. $ Trash Chutes fl. nla $ 30 YO - Dum..ter 10 23 mo 850.00 $ 195,500 10 YD~ DumDster ea. nla $ $ PERMITS allowance 1 1 Is. 2500.00 $ 2,500 Bulldln Permit Is. nla $ Domestic Water Hooku Is. nla $ Sanlta Hooku Is. nla $ Fire Line Hooku Is. nla $ Street 0 nln ea. nla $ Police Detail - Street 0 enlno day nla $ Other Pennlts Is. SFWMD $ $ TESTING Is. $ 100,000 5011 Testln ea. by owner $ - Concrete Testlna set b owner $ - Steel Testlna Is. b owner $ Domestic Water Testina Is b owner $ Threshold InsDector Is b owner $ NPDES Testing mo. in diy. 2 $ $ SUPPLIES Is. see below $ OffIce Su II.. 1 24 mo. 350.00 $ 8,400 L. e Co ler ea. 20000.00 $ Poots . & Oveml ht Mall 1 24 mo. 350.00 $ 8,400 Oveml ht Mall mo. indo $ bm/Admlnl.ter Is. nla $ Sa Su II.. 1 24 mo. 50.00 $ 1,200 Oru Test P ram 10 1 ea. 75.00 $ 750 Unlfonn SVC - Ex ed Personnel wks. nla $ - P' res. Photo. 1 24 mo. 180.00 $ 4,320 Dlaltal Camera 1 1 ea 350.00 $ 350 Proaress Photos - Aerial. mo. 100,00 $ Water Ice & CUDS 3 24 mo. 75.00 $ 5,400 Coffee Service mo nla $ First Aid SUDDlles 1 1 Is. 500,00 $ 500 ReDroductlon Expenses 1 100 set 400.00 $ 40,000 As-Built Drawlnas 1 1 set 1000.00 $ 1,000 Final As.Bullt Surve Is. in site survey $ Microfilm Construction Documents Is. nla $ $ UTiliTIES Is. see below $ Tern ora Wlrln Is. by trades $ - Electric Service to Site 1 1 Is. 5000.00 $ 5000 Electric Service OffIces 3 24 mo 150.00 $ 10,800 SewerlWater Hooku 1 1 Is. 8000.00 $ 8,000 Tele hone Hooku 1 5 ea. 200.00 $ 1,000 Job Phone. Contractor wIld 1 24 mo. 750.00 $ 18,000 Cellular Phon.. 4 24 mo. 135.00 $ 12960 Job Phone - O/A mo $ Fax Machine wlmo charaes mo. nla $ Fax Machine wlo mo charaes mo. 200,00 $ Construction Power mo. incl. $ Construction Power - Initial 1 15 mo. 1500.00 $ 22,500 Construction Power - wI AC 1 7 mo. 12000.00 $ 84 000 Checkout Power Consumotlon mo. incl. $ Water Consumotion for All Trailers 1 2. mo. 450,00 $ 10,800 Water Connection <<I:! Offices ea. $ TemDorarv Heat - fuel & malnt. Is. ola $ Early Cut On Permanent HV AC ea. ola $ Fuel Costs Usln Permanent HVAC mo. ola $ $ HOISTING Is. by trades $ Crane Rental mo. by trades $ Scissor Lift Rental mo. by trades $ Frel ht For Holst Is. bv trades $ Material Holst mo. bv trades $ Personnel Holst mo. b trades $ Tower Holst mo. b trades $ Holst Foundation ea. nla $ T.m ra loadlna Dock ea. nla $ - Erect & Dismantle Holst ea. nla $ Jumos ea nla $ O.T. For Jumos ea nla $ Holst Platforms ea nla $ Doors ea nla $ Base Enclosure ea. ola $ Holst Power Hooku Is. nla $ Holst Power Consum on mo. nla $ Holst 0 erator mo. nla $ $ EQUIPMENT Is. see below $ Field Office E ul .-a/A Is. 0.00 $ - co ler ea 5100.00 $ fax machine ea. 1100.00 $ a lIances ea. 600.00 $ Field OffIce EaulD. - Contractor 1 1 Is. 0.00 $ co .rla a 1 1 ea. 10000.00 $ 10000 cODler small 1 1 ea 500.00 $ 500 CODler Maintenance 1 1 ea. 1000.00 $ 1,000 Drlnter 1 1 ea. 700.00 $ 700 fax machine 1 2 ea. 500.00 $ 1,000 electric Dower .trlos 1 8 ea. 25.00 $ 200 Small TooJs 1 1 I.. 2000.00 $ 2,000 Generator mo. nla $ Job Site Radios ea. nla $ $ - SCHEDULING Is. in house $ Construction Schedule Set-U 1 1 I.. 3600.00 $ 3,600 Schedulln U ata. 1 2. mo. 300.00 $ 7,200 Gra hie Plotter I Printer ea. nla $ Schedulln Hardware Is. nla $ Schedulln Su lies mo. inel. $ $ MISC. REQUIREMENTS Is. see below $ Vehicle Insurance mo. nla $ Ground Breakln Ceremon 1 1 I.. 5000.00 $ 5,000 Watchman Service wks nla $ Travel Ex enses 1 1 I.. 100000.00 $ 100,000 Travel Ex enses mo. nla $ L1vln Ex nses RV Park 1 1 I.. 170000.00 $ 170,000 L1vln Ex nses l RV Park Electrical 5 1 1 I.. included $ Movlno EXDenses Is. nla $ leoal Services Is. nla $ Audltlno EXDenses Is nla $ Soeclal Consultants I.. nla $ WMBE Consultant I.. $ AdvertisinG Fees 1 1 Is. 3000.00 $ 3,000 Deslan Fees Is nla $ Architectural Fees Is. $ M/E/P Desi n Fees I.. $ Structural Desi n Fees Is. $ Site Civil En ineerin Fees Is. $ Geotechnical Desi n Fees Is. $ landsca in { Irri ation Desi n Fees I.. $ Food Service E ui ment Desion Fees Is. $ Miscellaneous Desi n Fees Is. $ Pro eet Closeout 1 1 Is. 3000.00 $ 3,000 Tralnln Sessions Is 2000.00 $ Testln & Turnover 1 1 wk. $ SUB TOTAL REIMBURSABLE GENERAL CONDITIONS PRIOR TO GMP $ 1 087 850 SOFT COSTS ESTIMATED FOR CA # 1 2 AND 3 $ 549,130.00 SECTION FIVE: BID TABULATIONS AND RECOMMENDA TIONS Key West International Airport Construction Authorization # 3 COST OF THE PROJECT Direct Cost Items Hard Cost Recap Sheet Budget Prior to Cost Prior Item Description Final GMP Authorization Cost This Authorization Remainin!! I I Underground Site Utility Work $1,095,105.00 $- $1,065,024.05 $30,080.95 I I I Concrete Testing Allowance In Direct Soft Costs $100,000.00 $ 20,000.00 $20,000.00 $ 60,000.00 I I I TOTAL $1,195,105.00 $ 20,000.00 $1,085,024.05 $90,080.95 I )> V> "0 ;:; ~ '" .... OJ 9 OJ '" '" o o ::l o ... ::l ., ::l III ., C" l:: 0 Co < <1> <1> Co ::l ::l o 0 ... ... ::l ::l !l ., l:: l:: Co Co <1> <1> Co Co " ~. !:" ::> C1J '" ~ W -'" OJ '" '" o o (f) 0- :3 Ol ::> a. (f) C1J '" C1J ~ , ,,- C1J V> '" ~ '" "" '" ~-....,J ~CD "" W .... OJ ~ '" o 0 o 0 ::l ., III C" o < <1> ::l ::l 0 ::l ., ... ., ::l III !l III C" l:: C" o Co 0 < <1> < <1> Co <1> ::E Ol ~ o iiJ ,,- Ol , <D S" ro CD ~ iii- V> ::l ., III C" o < <1> it> '" <D .j>. '" '" '" o o o o ::> " CD ro ::l ., III C" o < <1> ::l ::l r ., III III C" C" o 0 < < <1> <1> !:" 3 C1J ;0 o " ^ CD Ol V> C1J ::l ., III C" o < <1> Gl C1J ::> C1J ~ <;!. o C1J 3 Q. 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Q. Q. Q. Q. Q. Q. Q. Q. Q. Q. Q. ~ ~ ~ ~ ~ ~ i .. ~ ~ ~ .. ~ ~ " '< '< m :u :u :u :u .. .. .. .. .. .. .. .. .. .. ~ 0 0 0 0 .. ~ ~ i' ~ -0 3 Q. ~ ... iE ;: ;: ;: ;: iE ~ !!!. c: c: c: c: ;: ;: ;: iE C 0 0 0 0 .... 0 0 !!J ... .., .., .., .., 0 0 " 0 0 .. " " " " ". " " ." .. -0 ~ en ~ " " i;l " " ~ l!! i l!! l!! ~ l!! ... ". A> N .. ~ ~ ~ l!! ;;; ~ '" ,. .8 .. .., .. I i N N .. '" ~ ~ i " CD ~ ~ l!! ~ ,. ~ ~ ~ ~ iil 5: .. 0 " ... .. " .. .. 0 ;: iE ;: ~ ;: iE ." ." ." 0 0 0 0 ." .... 0 ." .... ." ". ". " " " :> " :>. :>. " ." 5. ". ". is i::l '" ~ l!! '" ~ ~ ~ ~ ~ ". Ii. ~ ..... ~ N i " in '" .. .. ~ CD ~ i l!! ~ ~ ~ ~ ~ ~ 5: 5: .. .. CD ... ... .. li' m -0 ......---_. .. 1i .9. s 3 ~ 5. !!!. .. en ;: C if 3 ........... .. 3 ~J 0 ~ " .. . l!! l!! .. .. .- CD co .. ......... ~ ~ .. ~'" 8 .... .. " CD C .. ~ ~ 5: ~ SECTION SEVEN: CONTRACT DOCUMENTS DRAWING LIST AND SPECIFICA TION LIST Drawing No. DescriDtion Qm! GENERAL GOO1.0 VOL. 1 - COVER SHEET 3/30/06 GOO1.1 VOL. 1 - ARCHITECTURAL INDEX AND LEGEND 3/30/06 A 746D-1 ROOF PLAN AND PART 77 DIAGRAM 7460.1 3/30/06 A 746D-2 BUILDING ELEVA TION AND PART 77 DIAGRAM 7460.2 3/30/06 CIVIL C111.1 PROJECT LA YOUT PLAN 3/30/06 C111.2 EXISTING TOPO 3/30/06 C111.3 STORMWA TER POLLUTION PREVENTION PLAN 3/30/06 C111.4 UTILITY AND PA VEMENT DEMOLITION PLAN 3/30/06 C111.5 PAVEMENT SECTIONS 3/30/06 C111.6 GEOMETRY PLAN 3/30/06 C111.7 DRAINAGE AND GRADING PLAN 3/30/06 C111.8 DRAINAGE STRUCTURES 3/30/06 C111.9 WATER AND SANITARY PLAN 3/30/06 C111.10 WATER AND SANITARY DETAILS 3/30/06 C111.11 GROUND LEVEL - SIGNING AND PA VEMENT MARKING 3/30/06 C111.12 SECOND LEVEL - SIGNING AND PA VEMENT MARKING 3/30106 ARCHITECTURAL AOO1.0 FIRST & SECOND FLOOR LIFE SAFETY PLAN 3/30/06 AOO2.0 SITE DEVELOPMENT PLAN 3/30/06 A101.0 FIRST FLOOR DEMOLITION PLAN 3/30/06 A101.1 FIRST FLOOR DEMOLITION PLAN - AREA 1 3/30/06 A101.2 FIRST FLOOR DEMOLITION PLAN - AREA 2 3/30/06 A111.0 OVERALL FIRST FLOOR PLAN 3/30/06 A111.1 FIRST FLOOR DIMENSION PLAN - AREA 1 3/30/06 A111.2 FIRST FLOOR DIMENSION PLAN - AREA 2 3/30/06 A111.3 FIRST FLOOR DIMENSION PLAN - AREA 3 3/30/06 A111.4 FIRST FLOOR DIMENSION PLAN - AREA 4 3/30/06 A111.5 FIRST FLOOR DIMENSION PLAN - AREA 5 3/30/06 A111.6 FIRST FLOOR DIMENSION PLAN - AREA 6 3/30/06 A111.7 FIRST FLOOR DIMENSION PLAN - AREA 7 3/30/06 A111.8 FIRST FLOOR DIMENSION PLAN - AREA 8 3/30/06 A112.0 OVERALL SECOND FLOOR PLAN 3/30/06 A112.1 SECOND FLOOR DIMENSION PLAN - AREA 1 3/30/06 A112.2 SECOND FLOOR DIMENSION PLAN - AREA 2 3/30/06 A112.3 SECOND FLOOR DIMENSION PLAN - AREA 3 3/30/06 A112.4 SECOND FLOOR DIMENSION PLAN - AREA 4 3/30/06 A112.5 SECOND FLOOR DIMENSION PLAN - AREA 5 3/30/06 A112.6 SECOND FLOOR DIMENSION PLAN - AREA 6 3/30/06 A112.7 SECOND FLOOR DIMENSION PLAN - AREA 7 3/30/06 A112.8 SECOND FLOOR DIMENSION PLAN - AREA 8 3/30/06 A113.0 OVERALL ROOF PLAN 3/30/06 A143 A144 A145 A201 A202 A203 A204 A205 A206 A207 A301 A302 A400 A401 A403 A404 A411 A412 A500 A602 A603 ENLARGED TOILET ROOM PLANS ENLARGED TOILET ROOM PLANS ENLARGED FLOOR PLANS OVERALL BUILDING ELEVATIONS OVERALL BUILDING ELEVA TlONS PARTIAL BUILDING ELEVATIONS PARTIAL BUILDING ELEVA TlONS SOUTH BUILDING ELEVATIONS NORTH BUILDING ELEVATIONS EAST & WEST BUILDING ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS PC ELEVATIONS/DETAILS & MISC. DETAILS STAIR AND ELEVATOR PLANS AND SECTIONS STAIR AND ELEVATOR PLANS AND SECTIONS Sooo.1 S111.0 S111.3 S111.4 S111.5 S111.6 S111.7 S111.8 S112.0 S112.3 S112.4 S112.5 S112.6 S112.7 S112.8 S301.0 S301.1 S301.2 S301.3 S301.4 S301.5 S301.7 S301.8 STRUCTURAL STRUCTURAL GENERAL NOTES AND SPECIFICATIONS OVERALL FOUNDA TlON PLAN FOUNDA TlON PLAN - AREA 3 FOUNDA TION PLAN - AREA 4 FOUNDA TION PLAN - AREA 5 FOUNDA TION PLAN - AREA 6 FOUNDA TION PLAN - AREA 7 FOUNDA TlON PLAN - AREA 8 OVERALL SECOND FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN - AREA 3 SECOND FLOOR FRAMING PLAN - AREA 4 SECOND FLOOR FRAMING PLAN - AREA 5 SECOND FLOOR FRAMING PLAN - AREA 6 SECOND FLOOR FRAMING PLAN - AREA 7 SECOND FLOOR FRAMING PLAN - AREA 8 SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 3/30/06 S601.0 CONCRETE COLUMN SCHEDULE AND DETAILS 3/30/06 S601.1 STEEL COLUMN SCHEDULE AND DETAILS 3/30/06 S601.2 CONCRETE BEAM SCHEDULE AND DETAILS 3/30/06 S601.3 SLAB, MASONRY WALL AND LINTEL SCHEDULES AND 3/30/06 DETAILS FIRE PROTECTION FOOO.1 FIRE PROTECTION LEGEND, SYMBOLS AND NOTES 3/30/06 F111.3 FIRST FLOOR FIRE PROTECTION PLAN AREA 3 3/30/06 F111.4 FIRST FLOOR FIRE PROTECTION PLAN AREA 4 3/30/06 F111.5 FIRST FLOOR FIRE PROTECTION PLAN AREA 5 3/30/06 F111.6 FIRST FLOOR FIRE PROTECTION PLAN AREA 6 3/30/06 F111.7 FIRST FLOOR FIRE PROTECTION PLAN AREA 7 3/30/06 F111.8 FIRST FLOOR FIRE PROTECTION PLAN AREA 8 3/30/06 F112.3 SECOND FLOOR FIRE PROTECTION PLAN AREA 3 3/30/06 F112.4 SECOND FLOOR FIRE PROTECTION PLAN AREA 4 3/30/06 F112.5 SECOND FLOOR FIRE PROTECTION PLAN AREA 5 3/30/06 F112.6 SECOND FLOOR FIRE PROTECTION PLAN AREA 6 3/30/06 F112.7 SECOND FLOOR FIRE PROTECTION PLAN AREA 7 3/30/06 F112.8 SECOND FLOOR FIRE PROTECTION PLAN AREA 8 3/30/06 PLUMBING POOO.O PLUMBING LEGEND AND SCHEDULES 3/30/06 P101.1 FIRST FLOOR PLUMBING DEMOLITION PLAN AREA 1 3/30/06 P101.2 FIRST FLOOR PLUMBING DEMOLITION PLAN AREA 2 3/30/06 P111.1 FIRST FLOOR PLUMBING PLAN AREA 1 3/30/06 P111.2 FIRST FLOOR PLUMBING PLAN AREA 2 3/30/06 P111.4 FIRST FLOOR PLUMBING PLAN AREA 4 3/30/06 P112.1 SECOND FLOOR PLUMBING PLAN AREA 1 3/30/06 P112.2 SECOND FLOOR PLUMBING PLAN AREA 2 3/30/06 P112.4 SECOND FLOOR PLUMBING PLAN AREA 4 3/30/06 P112.5 SECOND FLOOR PLUMBING PLAN AREA 5 3/30/06 P113.0 MEZZANINE PLUMBING PLAN 3/30/06 P113.2 MEZZANINE ENLARGED PLUMBING PLAN 3/30/06 P401.0 FIRST FLOOR PLUMBING ENLARGEMENT PLANS 3/30/06 P402.0 SECOND FLOOR ENLARGEMENT PLUMBING PLANS 3/30/06 P501.0 PLUMBING DETAILS 3/30/06 P501.1 PLUMBING DETAILS 3/30/06 ELECTRICAL EOOO.1 ELECTRICAL SYMBOLS LEGEND 3/30/06 E101.1 FIRST FLOOR - ELECTRICAL SITE POWER PLAN 3/30/06 E101.3 FIRST FLOOR - ELECTRICAL SITE LIGHTING PLAN 3/30/06 E101.4 E311.1 E361.3 SECOND FLOOR - ELECTRICAL SITE POWER PLAN LIGHTING FIXTURE SCHEDULE ELECTRICAL SITE LIGHTING LAYOUT DETAILS 3130/06 3130/06 3130/06 Commissioner Neugent RESOLUTION NO. 2006 A RESOLUTION OF THE MONROE COUNTY BOARD OF COMMISSIONERS COMMENDING ALL INVOLVED AND PARTICULARLY THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION AND THE MONROE COUNTY SHERIFF'S OFFICE FOR THEIR SIGNIFICANT ROLE AND SUPPORT IN THE IDENTIFICATION AND REMOVAL OF STORM DAMAGED AND ABANDONED VESSELS AFTER THE 2005 HURRICANE SEASON AND REQUESTING CONTINUED AGGRESSIVE EFFORTS TO IDE:NTIFY DERELICT / ABANDONED VESSELS IN DAY TO DAY OPERATIONS IN ORDER TO MINIMIZE THE EXISTENCE OF THESE VESSELS AND IN ORDER TO ELIMINATE THREATS FROM THESE VESSELS TO LIFE SAF'ETY AND PROPERTY IN FUTURE STORM SEASONS. WHEREAS, Monroe County has consistently had one of the highest occurrences of derelict / abandoned vessels in the State of Florida; and WHEREAS, Monroe County removes approximately 100 derelict / abandoned vessels annually from the waters and shorelines of the Florida Keys; and WHEREAS, this continuous effort minimally tracks the creation of new abandoned / derelict vessels and has been insufficient to eliminate these vessels each year; ,and WHEREAS, the 2005 storm season, particularly the impacts of Hurricanes Katrina, Rita, and Wilma left over 400 vessels sunken in surrounding waters or dashed on the shores of the Florida Keys; and WHEREAS, following the 2005 storm season and through a partnership of FEMA, thf~ State of Florida, and Monroe County with its municipalities, storm damaged vessels and other existing derelict / abandoned vessels have virtually been removed from the waters surrounding the Florida Keys; and WHEREAS, the appearance, beauty, and aesthetic value of the Florida Keys has been enhanced substantially through this effort; and BOCC Resolution 061018 1011312006 12:20:00 PM c.-'3>g Commissioner Neugent WHEREAS, boating safety for citizens and visitors to the Florida Keys and protection to shoreline properties has been tremendously increased by this effort; and WHEREAS, an aggressive, continuous, and day to day effort to identify and remove dl~relict and abandoned vessels would minimize the creation of new derelict I abandoned vessels and future potential storm impacts; and WHEREAS, an aggressive derelict I abandoned vessel program would also remove life-safety threats to the human population, improve environmental health, minimize impacts to the environment, and improve the appearance and aesthetic character of the Florida Keys, now, therefore, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS, MONROE COUNTY, FLORIDA THAT: 1. thanks is given to all involved with the effort to remove vessels impacted during the 2005 storm season and all other derelict I abandoned vessels removed during the project effort; and 2. particular commendation is made for the efforts of the Fish and Wildlife Conservation Commission (FWC) and the Monroe County Sheriff's Office (MCSO) in its aggressive effort to identify and complete "due diligence" requirements for all vessels removed; and 3. thes,e agencies are asked to continue aggressive actions which would maintain the level of effort required to eliminate derelict I abandoned vessels from the waters of the Florida Keys, including a.. heightened day to day focus on the derelict I abandoned vessel issue, and b. training of all waters officers in the requirements for identifying and authorizing the removal of derelict I abandoned vessel; and c. direction to water officers that writing derelict I abandoned vessel reports and citations is an essential part of their duties. 4. this Resolution is provided to all agencies and entities involved in the effort to rf~move vessels after the 2005 storm season, particularly the FWC and MCSO. BOCC Resolution 061018 1011312006 12:20:00 PM Commissioner Neugent PASSED AND ADOPTED by the Board of County Commissioners, Monroe County, Florida at a regular meeting of said Board held on the 18th day of Octol~ A.D., 2006. Mayor Dixie Spehar Mayor Pro Tern Charles "Sonny" McCoy Commissioner George Neugent Commissioner Di Gennaro Commissioner Glenn Patton BOARD OF COUNTY COMMISSIONERS MONROE COUNTY, FLORIDA BY: MAYO~CHAIRPERSON (SEAL) ATTEST: DANNY L. KOLHAGE, CLERK BY: APPROVED AS TO FORM AND DEPUTY CLERK BY: ATTORNEY'S OFFICE BOCC Resolution 061018 10/13/2006 12:20:()) PM