TAMPA - HILLSBOROUGH COUNTY EXPRESSWAY AUTHORITY Committee / Board Meeting January 17, E. Twiggs Street, Suite 300 Tampa, FL AGENDA

Transcription

1 TAMPA - HILLSBOROUGH COUNTY EXPRESSWAY AUTHORITY Committee / Board Meeting January 17, E. Twiggs Street, Suite 300 Tampa, FL AGENDA I. Operations & Maintenance Committee Bennett Barrow, Chair / David May, PE, Staff A. Selmon West Extension Project: i. Cost Update ii. Schedule iii. Selection Process

2 Selmon West Extension Cost Estimates 1/17/2017 1

3 Selmon West Extension Cost Estimates Agenda PRELIMINARY COST ESTIMATION GENERAL INFORMATION PLANNING LEVEL/FEASIBILITY ESTIMATE PD&E/CONCEPTUAL ESTIMATE PRELIMINARY DESIGN/BUDGET ESTIMATE INTERMEDIATE DESIGN/PRELIMINARY BID ESTIMATE FINAL DESIGN/BID ESTIMATE & BID PRICES PRELIMINARY COST ACCURACY SELMON WEST EXTENSION PRELIMINARY COST ESTIMATE 2010 SEIR COST ESTIMATE 2016 CONCEPT PLANS PLANS PREPARATION MANUAL & DESIGN STANDARDS CHANGES BRIDGE & MOT DESIGN SCHEDULE REVIEW SELECTION PROCESS LOI TECHNICAL PROPOSAL OTHER PRICE FACTORS RECENT BIDS TECHNICAL REVIEW COMMITTEE (TRC) MEMBERS & TECHNICAL ADVISORS 2

4 Selmon West Extension Planning Level/Feasibility Estimates Based on Very General Project Overview Project Specifics Not Defined Detailed Survey/Site Specific Information Not Available Construction Costs based on averages from similar facilities (either per square foot or per mile basis) Maintenance of Traffic, Contractor Mobilization, Contingencies, Engineering/Design, Construction Engineering & Inspection (CEI), Contract/Project Management (PM)- Costs all estimated as Percentages of Construction Costs Accuracy of Estimate Ranges from -50% to +100%: General Services Administration (GSA) Guidelines 3

5 PRELIMINARY COST ESTIMATION GENERAL INFORMATION Updated as of: 08/02/16 FDOT Generic Cost Per Mile Models Disclaimer: These models are generic in nature, and not based on actual construction projects. They are for reference purposes only, and are not intended to predict or support future estimates. Models Cost Per Mile Model Details OTHER Two Directional, 12' Shared Use Path $331, Rails to Trails project (12' width) $306, Sidewalk construction; 5' one side, 4 inch depth $155, Mid-Block Crossing $120, RURAL New Construction Undivided 2 Lane Rural Road with 5' Paved Shoulders $2,209, New Construction Undivided 3 Lane Rural Road with 5' Paved Shoulders, Center Turn Lane $2,685, New Construction Undivided 4 Lane Rural Road with 5' Paved Shoulders $3,168, New Construction, 4 Lane Divided Rural Road with 2' Paved Shoulders Inside and 5' Paved Shoulders Outside $4,209, New Construction Divided Rural 4 Lane Interstate with Paved Shoulders 10' Outside and 4' Inside $5,310, New Construction Undivided 5 Lane Rural Road with 5' Paved Shoulders, Center Turn Lane $3,730, New Construction, 6 Lane Divided Rural Road with 5' Paved Shoulders Inside and Out $5,161, New Construction Divided Rural 6 Lane Interstate with 10' Paved Shoulders Inside and Out $6,310, New Construction Extra Cost for 1 Single Additional Lane on Rural Arterial $519, New Construction Extra Cost for 1 Single Additional Lane on a Rural Interstate $632, Milling and Resurfacing 2 Lane Rural Road with 5' Paved Shoulders $476, Milling and Resurfacing 3 Lane Rural Road with 5' Paved Shoulders and Center Turn Lane $661, Milling and Resurfacing 4 Lane Rural Road with 5' Paved Shoulders $999, Mill & Resurface 4 Lane Divided Rural Arterial with 5' Outside Shoulders and 2' Inside $1,056, Mill & Resurface 4 Lane Divided Rural Interstate with Paved Shoulders 10' Outside and 4' Inside $1,254, Milling and Resurfacing 5 Lane Rural Road with 5' Paved Shoulders and Center Turn Lane $1,203, Mill & Resurface 6 Lane Divided Rural Arterial with 5' Paved Shoulders Inside and Out $1,501, Mill & Resurface 6 Lane Divided Rural Interstate with 10' Paved Shoulders Inside and Out $1,783, Mill & Resurface 1 Additional Lane Rural Interstate $278, Mill & Resurface 1 Additional Lane Rural Arterial $228, Widen Existing 2 Lane Arterial to 4 Lanes Undivided; Add 1 Lane to Each Side; 5' Paved Shoulders $2,118, Widen Existing 2 Lane Arterial to 4 Lane Divided; Resurface Existing 2 Lanes; 5' Paved Shoulders Inside & Out $2,830, Widen Existing 4 Lane Divided Arterial to 6 Lane Divided; Resurface Existing 4 Lanes; 5' Paved Shoulders Inside & Out $2,486, Widen 4 Lane Interstate to 6 Lanes (In Median); Mill & Resurface Existing; 10' Paved Shoulders Inside & Out $3,675,

6 Selmon West Extension PD&E/Conceptual Cost Estimating Project Conceptually Defined/Major Commitments/Constraints Identified Limited Survey and Site Specific Information Obtained Construction Costs based on averages from similar facilities (either per square foot or per mile basis) Maintenance of Traffic, Contractor Mobilization, Contingencies, Engineering/Design, CEI, PM- Costs all estimated as percentages of Construction Costs Accuracy of Estimate Ranges from -40% to +75% : GSA Guidelines 5

7 FDOT Bridge Cost New Construction (Cost per Square Foot) Bridge Type Low High Short Span Bridges: Reinforced Concrete Flat Slab Simple Span* $115 $160 Pre-cast Concrete Slab Simple Span* $110 $200 Reinforced Concrete Flat Slab Continuous Span* NA NA Medium and Long Span Bridges: Concrete Deck/ Steel Girder - Simple Span* $125 $142 Concrete Deck/ Steel Girder - Continuous Span* $135 $170 Concrete Deck/ Pre-stressed Girder - Simple Span $90 $145 Concrete Deck/ Pre-stressed Girder - Continuous Span $95 $211 Concrete Deck/ Steel Box Girder Span Range from 150' to 280' (for $140 $180 curvature, add a 15% premium) Segmental Concrete Box Girders - Cantilever Construction, Span Range $140 $160 from 150' to 280' Movable Bridge - Bascule Spans and Piers $1,800 $2,000 Increase the cost by twenty percent for phased construction. Bridge Demolition and Widening (Cost per Square Foot) Bridge Demolition: Low High Typical Bridge Removal $35 $60 Movable Span Bridge (Bascule) $60 $70 Widening: Bridge Widening Construction $85 $160 6

8 Selmon West Extension Preliminary Design/Budget Cost Estimating Project Better Defined/Major Commitments/Constraints Identified Preliminary Survey and Some Site Specific Information Obtained Major Construction Pay Items Identified and Rough Quantities Estimated Construction Costs Based on FDOT Historical Cost Data Base 6 months to 1 year Old and Updated Regularly Covers all FDOT Projects Statewide or by Region Maintenance of Traffic, Contractor Mobilization, Contingencies, Engineering/Design, CEI, PM- Costs all estimated as Percentages of Construction Costs Accuracy of Estimate Ranges from -20% to +40%: GSA Guidelines 7

9 Florida Department of Transportation Item Average Unit Cost From 2015/11/01 to 2016/10/31 FDOT Average Unit Costs Statewide Moving 12 Month Average STATEWIDE Displaying: VALID ITEMS WITH HITS From: To: No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Description $ $45,744, , DA MAINTENANCE OF TRAFFIC $534, $25,112, LS SPECIAL DETOUR $100, $2,724, LS SPECIAL DETOUR $112, $1,912, LS SPECIAL DETOUR $186, $2,242, LS SPECIAL DETOUR $75, $677, LS SPECIAL DETOUR $84, $679, LS SPECIAL DETOUR $85, $596, LS SPECIAL DETOUR $44, $222, LS SPECIAL DETOUR $178, $894, LS SPECIAL DETOUR $16, $66, LS SPECIAL DETOUR $61, $123, LS SPECIAL DETOUR $43, $87, LS SPECIAL DETOUR $125, $251, LS SPECIAL DETOUR $109, $219, LS SPECIAL DETOUR $30, $30, LS SPECIAL DETOUR $43.97 $1,231, , CY COMMERCIAL MATL FOR TEM INT $42.67 $3,362, , HR TRAFFIC CONTROL OFFICER $0.27 $1,292, ,743, ED WORK ZONE SIGN $24.35 $69, , EA BUSINESS SIGN $0.98 $69, , ED BARRIER MOUNTED WORK ZONE SI $17.88 $1,426, , LF BARRIER WALL,TEMP,F&I,CONCRET $8.00 $13, , LF BARRIER WALL,TEMP,F&I,WATERFIL $36.78 $4,046, , LF BARRIER WALL,TEMP,F&I,LOW PROFI NC $15.11 $3,329, , LF BARRIER WALL,TEMP,F&I,TYPE K $6.29 $333, , LF BARRIER WALL,TEMP,REL,CONCRETE $7.15 $762, , LF BARRIER WALL,TEMP,REL,LOW PROFILE, ONC $4.77 $801, , LF BARRIER WALL,TEMP,REL,TYPE K $20.97 $71, , LF TEMPORARY GUARDRAIL $0.12 $2,290, ,468, ED CHANNEL DEVICE TYPS I,II,DI,VP, DRUM, LC $0.28 $301, ,083, ED CHANNELIZING DEVICE, TYPE III, 6' $0.30 $1,303, ,283, ED CHANNELIZING DEVICE PED LCD $13.63 $837, , LF TEMPORARY SEPARATOR, F&I REMOVE $4.60 $567, , ED ARROW BOARD /ADVANCE WARNING ARROW PANEL $3.44 $1,215, , EA TEMPORARY RETROREFLECTIVE PAVT MARKER $ $950, LO TEMPORARY CRASH CUSHION, RED OPT $6.58 $10, , LF TEMP GLARE SCREEN,F&I,WALL MAT CONC $12.85 $2,419, , ED PORTABLE CHANGEABLE MESSAGE SIGN,TEMP $12.48 $1, ED PORTABLE CHANG MESSAGE SIGN,TEMP, DEPT C 8

10 Selmon West Extension Intermediate Design/Preliminary Bid Cost Estimating Project Scope Specifically Defined/Majority of Commitments/ Constraints Identified PM Cost Identified: Negotiated for Design-Bid-Build (DBB) projects Design Scope of Services and Cost Identified: Negotiated for DBB Detailed Survey and Other Site Specific Information (Geotechnical, Utilities, etc.) Obtained All Applicable Construction Pay Items & Quantities Identified Engineer s Estimate provided with each Phase Submittal Construction Costs Estimated Based on FDOT Data Base for Region CEI, Maintenance of Traffic, Contractor Mobilization, Contingencies all estimated as percentages of Construction Costs Accuracy of Estimate Ranges from -10% to +20%: GSA Guidelines 9

11 Florida Department of Transportation Item Average Unit Cost From 2015/11/01 to 2016/10/31 FDOT Average Unit Costs AREAS: 08 Displaying: VALID ITEMS WITH HITS From: To: West FL Area Moving 12 Month Average No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Description $ $10,427, , DA N MAINTENANCE OF TRAFFIC $255, $2,813, LS N SPECIAL DETOUR $78, $548, LS N SPECIAL DETOUR $24, $99, LS N SPECIAL DETOUR $15, $30, LS N SPECIAL DETOUR $19, $38, LS N SPECIAL DETOUR $35, $35, LS N SPECIAL DETOUR $37, $37, LS N SPECIAL DETOUR $61.50 $83, , CY N COMMERCIAL MATL FOR TEMP DRIVEWAY MAINT $53.03 $1,258, , HR NTRAFFIC CONTROL OFFICER $0.29 $277, , ED N WORK ZONE SIGN $72.61 $12, EA NBUSINESS SIGN $1.84 $19, , ED N BARRIER MOUNTE $31.56 $62, , LF N BARRIER WALL,TE $37.32 $1,813, , LF N BARRIER WALL,TEMP $12.61 $1,095, , LF N BARRIER WALL,TEMP, $13.88 $26, , LF N BARRIER WALL,TEMP,R $4.34 $171, , LF N BARRIER WALL,TEMP,RE $2.70 $246, , LF N BARRIER WALL,TEMP,REL $46.82 $37, LF NTEMPORARY GUARDRAIL $0.15 $610, ,945, ED N CHANNEL DEVICE TYPS I,II $0.31 $93, , ED NCHANNELIZING DEVICE, TYPE $0.37 $130, , ED N CHANNELIZING DEVICE PED L $26.62 $260, , LF NTEMPORARY SEPARATOR, F&I RE $6.81 $86, , ED N ARROW BOARD /ADVANCE WARNING $3.23 $294, , EA NTEMPORARY RETROREFLECTIVE PAVT $1, $276, LO NTEMPORARY CRASH CUSHION, RED OP $5.00 $6, , LF N TEMP GLARE SCREEN,F&I,WALL MAT C $13.83 $446, , ED N PORTABLE CHANGEABLE MESSAGE SIGN, $10.02 $335, , ED N TEMPORARY SIGNALIZATION AND MAINT, ER $7.42 $250, , ED N TEMP TRAFFIC DETECTION & MAINTEN, NTER $5.54 $51, , ED N PORTABLE REGULATORY,SIGN $5.64 $51, , ED N RADAR SPEED DISPLAY UNIT $73.00 $14, DA NTEMPORARY RAISED RUMBLE STRIPS $1.15 $42, , LF N PAVT MARKING REMOVABLE TAPE,WH BLK,SKIP $1.13 $98, , LF N PAVT MARKING REMOVABLE TAPE,WH BLK,SOLID $3.00 $18, , SF N PAVT MARKING REMOVABLE TAPE,WH BLK,OTHER $2.50 $ LF N PAVT MARKING REMOVABLE TAPE,YELLOW,SKIP $1.26 $48, , LF N PAVT MARKING REMOVABLE TAPE,YELLOW,SOLID $1.80 $70, , SY N ARTIFICIAL COVERINGS / ROLL EROSION CNTL 10

12 Selmon West Extension Final Design/Bid Estimating & Bid Prices Project Scope is Known/Design Plans are Complete All Known Applicable Quantities Accounted for and Calculated Engineer s Final Cost Estimate Compared to Contractor s Bids Material Costs Availability of Skilled Construction Labor Bonding Capacity Other On-Going Projects Other Upcoming Projects Accuracy of Estimate Ranges from -5% to +10%: GSA Guidelines 11

13 Cost Estimating Accuracy General Services Administration (GSA) Guidelines Types of Cost Estimates Usage Project Definition Accuracy Order of magnitude (5) Feasibility 0-2% -50% to +100% Intermediate (4) Concept Study 1-15% -40% to +75% Preliminary (3) Budget 10-40% -20% to +40% Substantive (2) Control or Bid 30%-70% -15% to +20% Definitive (1) Check/Bid 50%-100% -5% to +10% Preliminary Cost Estimate from 2009 State Environmental Impact Report (SEIR) Amount $165,000,000 Type Concept Study Project definition 1-15% Accuracy -40% to +75% Cost range $99,000,000 to $288,750,000 12

14 Selmon West Extension 13

15 Selmon West Extension Preliminary Cost Estimates 2010 SEIR Cost Estimate (Based on 2009 FDOT Costs) Construction: $ 99,000,000 * ROW: $ 1,500,000 Based on $50/SF Design: $ 7,400,000 Based on 10% of Construction Cost CEI: $ 7,400,000 Based on 10% of Construction Cost TOTAL $115,000,000 ($165,000,000 in 2016 value) * includes 15% Mobilization, 10% MOT & 20% Contingency 2016 Conceptual Plans Cost Estimate Construction: $197,000,000 ROW: $ 0 No ROW acquisition Design: $ 11,800,000 Based on 6% of Construction Cost* CEI: $ 11,800,000 Based on 6% of Construction Cost* DB Stipends $ 1,339,500 Based on FDOT Formula/3 teams TOTAL $221,999,500 *includes GEC PM & Plans Review 14

16 Selmon West Extension Summary of Major Factors Increasing Cost Based on REL SF Cost Based on Current Statewide Average SF Cost 140 /Span by span construction 210 /Balanced cantilever construction 6 segment depth/8 wide piers 10 segment depth/9 wide piers Piles or drilled shafts Redundant drilled shafts 27,100 LF/economy of scale 8,900 LF/reduced economy of scale MOT/Construction Methods Simple segment erection Phased segment erection Limited Access Facility Urban Arterial No median openings 3 signalized intersections/8 median openings Highly directional traffic volumes Equal bi-directional traffic volumes 3 high volume hrs each direction 15 high volume hrs both direction No lane closures am WB/pm EB No lane closures 6am-9pm Adjacent parallel detour route Lengthy off-site detour route 15

17 Selmon West Extension 2016 Conceptual Plans Cost Estimate- Changes Since 2010 Increasing Cost FDOT PPM - pier offset from 4 from the face of curb to 16 from travel lane Design Variations for: Lane Width Lateral Offset Clear Zone Intersection Stopping Sight Distance Increased span lengths 210 ft versus 140 ft average Redundant Drilled Shaft Foundations Deeper & Wider Superstructure Wider Piers/Larger Foundations/Longer Drilled Shafts Span by Span versus Balanced Cantilever Construction Method 16

18 PIER LOCATIONS 17

19 PIER LOCATIONS: INTERSECTIONS Must be no closer to median nose: Design variation mitigation Maximize offset from intersection Barrier wall retrofit around piers including: Impact attenuator Barrier wall transition 18

20 Selmon West Extension Preliminary Cost Estimates 2016 Conceptual Plans Cost Estimate- Changes Since 2010 Increasing Cost Increased Ramps/Lengths at Gandy/Dale Mabry Interchange Operational & Safety Improvements Bridge Demolition over Gandy Boulevard MOT Requirements Detour Routes Available/City of Tampa Truck Routes Construction over traffic 19

21 Selmon West Extension 20

22 Selmon West Extension 21

23 Maintenance Of Traffic Bay to Bay Blvd. Westshore Blvd. Dale Mabry Hwy. MacDill Ave. Manhattan Ave. Off Site Detours: City of Tampa truck routes 22

24 MAINTENANCE OF TRAFFIC Remove existing median curb (night work - lane closures) Foundation construction 23

25 MAINTENANCE OF TRAFFIC Superstructure construction (night work - lane closures) 24

26 MAINTENANCE OF TRAFFIC Superstructure construction (night work - lane closures) 25

27 Schedule December 14, 2016 January 5, 2017 January 20, 2017 January 20, 2017 February 10, 2017 February 17, 2017 February 20, 2017 February 27, 2017 March 1, 2017 March 2, 2017 March 08, 2017 March 08, 2017 March 08, 2017 March 30, 2017 April 6, 2017 April 13, 2017 Draft RFP for Industry Review RFP Comments Due Final Draft RFP Available Advertisement Phase I Letters of Interest Due TRC Evaluators Scores LOI TRC Phase I Scores Posted THEA Board Meeting LOI Scores & Stipend Approved Proposers Declare Intent for Phase II by 5:00 PM Contracts Manager Lists Phase II Firms Final RFP Available Mandatory Pre-Proposal Meeting 9:00 AM Mandatory Utility Pre-Proposal Meeting 10:30 AM Deadline to Request for ATC Meeting No. 1 Deadline to Submit ATC Meeting No. 1 Concepts ATC Meeting No. 1 26

28 Design Build Stipend Stipend for $197M Estimated Construction Cost $25,000 + $52,500 + $75,000 + $294,000= $446,500 27

29 Design Build Stipend Stipend will be for the 2 nd, 3 rd and 4 th place teams only- $446,500 for each team Standard FDOT DB Procedures award stipend only to teams ranked in top 4 after LOI Concerns with teams pursuing Gateway DB project Selection is in April after Selmon West Extension Phase II begins Winning Gateway firm might not continue on Selmon pursuit THEA proposing to award stipend to teams ranked 2 nd, 3 rd and 4 th in Final Rankings 28

30 Schedule April 20, 2017 April 27, 2017 May 4, 2017 May 16, 2017 May 16, 2017 May 19, 2017 May 26, 2017 June 02, 2017 June 12, 2017 June 27, 2017 July 5, 2017 July 5, 2017 July 12, 2017 July 17, 2017 July 24, 2017 Late August 2017 Deadline to Request for ATC Meeting No. 2 Deadline to Submit ATC Meeting No. 2 Concepts ATC Meetings No. 2 Deadline for Submittal of ATC Proposals 2:00 PM Deadline for Submittal of Variation/Exception Requests Deadline for the Submittal of Questions Deadline for Responses to Questions Technical Proposals Due Technical Proposals Page Turn Meetings Question & Answer Sessions Deadline for Submittal of Written Clarification Letter Deadline for Submittal of Pre-Bid Questions Deadline for Responses to Pre-Bid Questions Price Proposals Due / Final Scores Posted THEA Board Meeting Approval of Award Contract Execution 29

31 Selection Process Element: Points: Letter of Interest 20 Price Proposal 20 Schedule 20 Design 15 Construction 15 MOT Plan 10 Total Possible Points: 100 Highest Total is #1 Ranked Team Overall 2 nd, 3 rd and 4 th Ranked Teams Receive Stipend 30

32 LOI Scoring Letter of Interest (20 points) 10 pages plus Organizational Chart & Key Staff Resumes Evaluation Criteria Firms Qualifications Performance History with THEA, FDOT, other agencies or states Design-Build experience of Contractors and Professional Consultants Similar type of work experience Environmental Record Design-Build Firm organization Design-Build Firm staffing plan Design-Build Firm coordination plan Understanding of Design-Build Project requirements Identification of critical issues Outline for addressing critical issues 31

33 Technical Proposal Scoring Technical Proposal- Project Approach 25 pages Design (15 points) Evaluation Criteria Design Schedule & Process Structures Concepts & Design Roadway Design Drainage Design & Environmental Permitting Utilities Design & Coordination Design Aesthetics, including Landscaping & Hardscaping Roadway & Aesthetic Lighting Design Geotechnical Considerations ITS, Toll Facilities & Signing Design Maintenance & Constructability Considerations Innovation & Value Added 32

34 Technical Proposal Scoring Technical Proposal - Project Approach 25 pages Construction (15 points) Evaluation Criteria Construction Schedule & Process Construction Means & Methods Foundation Construction Methods Bridge Erection Concepts Environmental Permitting Compliance Methods Utilities Relocations & Coordination Minimization of Impacts to Motorists Minimization of Impacts to Pedestrians Minimization of Impacts to Businesses Noise Mitigation Methods Innovation & Value Added 33

35 Technical Proposal Scoring Technical Proposal - Project Approach 25 pages Maintenance of Traffic (10 points) Evaluation Criteria Maintenance of Traffic Concept Type & Quantity of Detours Type & Quantity of Median Closures Materials Delivery Methods Bridge Erection Methods Minimization of Impacts to Motorists Minimization of Impacts to Pedestrians Minimization of Impacts to Businesses Lane Shifts Innovation & Value Added 34

36 Proposal Scoring Proposed Schedule Schedule (20 points) Evaluation Criteria 20 points - Shortest Proposed Schedule (Y days) from all DB Teams Y/X*20 points- Where X is each DB Team s proposed schedule days Proposed Price Price (20 points) Evaluation Criteria 20 points - Lowest Proposed Price ($Y) from all DB Teams Y/X*20 points- Where X is each DB Team s proposed price 35

37 Other Price Factors RFP Incentives/Disincentives Cost of scheduled median closures more/less than proposed: $10,000/closure estimated closures Cost of scheduled detours more than proposed: $30,000/detour - 79 estimated detours Maximum Total lncentives or Disincentives - $1,000,000 Liquidated Damages past Proposed Construction Time $70,000/day 1000 Day Contract Duration Damage Recovery - Late Opening to Traffic Cost for first 30 minutes = $25,000 Cost for each 10 minutes after = $5,000 36

38 On-going Projects Other Price Factors I-4 Ultimate FDOT District 5 Orange County Wekiva Parkway FDOT District 5 Upcoming Projects Gateway Project FDOT District 7 Pinellas County SPP Channelside Development Tampa Howard Frankland Bridge FDOT District 7 I-4 Beyond the Ultimate FDOT District 5 Bonding Capacity of Contractors Skilled Construction Labor Shortages Materials Costs Increases Oil Prices 37

39 Recent Bids Pensacola Bay Bridge DB FDOT District 3 Estimated Cost - $482,000,000 Winning Bid - $398,500,000 BIDDER PRICE Skanska USA Civil Southeast Inc. $ 398,500,000 Johnson Bros. Corporation $ 467,576,200 Archer Western Contractors, LLC $ 495,875,000 Anderson/De Moya/Leware $ 509,000,000 Flatiron-Prince-Manson $ 573,552,173 38

40 Technical Review Committee (TRC) Members & Technical Advisors 39

41 TRC Members Dave May, PE THEA Bob Frey, AICP THEA Joe Waggoner, THEA Christina Boulnois, PE FDOT D7 Ben Goldsberry, PE FDOT CO 40

42 Technical Advisors Sue Chrzan THEA Jim Drapp, PE THEA GEC Al Stewart, PE THEA GEC Fred Ochoa, PE THEA GEC Ben Molenaar THEA CEI Tom Andres, PE FDOT CO 41

43 Questions? 42

44 Selmon West Extension FY 2016 FY 2017 FY 2018 FY 2019 FY 2020 FY 2021 A. Conceptual Plans Description O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D B. SEIR Re-Evaluation & Acceptance C. Design Build (DB) Industry Forum D. D/B Criteria Package Development E. D/B Procurement (Letters of Interest, Shortlist, Selection) F. D/B CEI Procurement G. D/B Plan Development H. D/B Construction I. CUTR Economic Study J. Investment Grade Traffic & Revenue Study Schedule Schedule Overview1/9/2017

45 Description CONCEPTUAL PLANS (PB) PB - PROCUREMENT HNTB - ASSISTANCE (Scope, RFQ, Negotiations) TWO HNTB - PLANS REVIEW TWO SEIR RE-EVALUATION (AMERICAN) AMERICAN PROCUREMENT HNTB - DOCUMENT REVIEW TWO HNTB PROPERTY EVALUATION WEST END TWO SEIR APPROVAL PROCESS THEA FDOT PLANNING COMMISSION O N D J F MA MJ J A S O N D J F MA MJ J A S O N D J F MA MJ J A S O N D J F MA MJ J A S O N D J F MA MJ J A S O N D J F MA MJ J A S O N D HNTB - ASSISTANCE (Scope, RFQ, Negotiations) TWO PB - PROCUREMENT HNTB - PLANS REVIEW TWO AMERICAN PROCUREMENT HNTB - DOCUMENT REVIEW TWO HNTB PROPERTY EVALUATION WEST END TWO THEA FDOT PLANNING COMMISSION DESIGN BUILD PROCUREMENT (TBD) INDUSTRY FORUM 2 HNTB PRELIMINARY PROCUREMENT ASSISTANCE (LOI & Shortlist) HNTB FINAL PROCUREMENT ASSISTANCE (RFP, EVALUATIONS,SELECTION INPUT) DESIGN-BUILD PROJECT (TBD) HNTB CEI PROCUREMENT ASSIST. (RFQ,EVALUATIONS & SELECTION) CEI DB-RFP Support, Construction CEI HNTB Plans Review & Construction Support D-B FIRM Plans Development D-B FIRM Construction INDUSTRY FORUM 2 HNTB PROCUREMENT ASSISTANCE (LOI & Shortlist) HNTB PROCUREMENT ASSIST. (RFP & Selection) HNTB CEI PROCUREMENT ASSIST. (RFQ & Selection) D-B FIRM Plans Development CEI DB-RFP Support, Construction CEI HNTB Plans Review & Construction Support D-B FIRM Construction