AVERAGE OF BID ITEMS ENGINEERS ESTIMATE

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Morgan Holland
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1 ROADWAY 1 Mobilization 1 LS $ 990, $ 80, $ 880, $ 880, $ 950, $ 950, $ 967, $ 967, $ 1,162, $ 1,162, Maintenance of Traffic ( incl. Pedestrian M.O.T. ) 1 LS $ 151, $ 21, $ 109, $ 109, $ 60, $ 60, $ 48, $ 48, $ 387, $ 387, Sediment Barrier (Silt Fence) 1,145 LF $ 2.88 $ 1.91 $ 2.00 $ 2, $ 4.00 $ 4, $ 3.00 $ 3, $ 2.50 $ 2, Clearing and Grubbing 1 LS $ 31, $ 12, $ 43, $ 43, $ 70, $ 70, $ 5, $ 5, $ 8, $ 8, Floating Turbidity Barrier 668 LF $ $ 9.57 $ $ 10, $ $ 13, $ $ 15, $ $ 8, Regular Excavation 154 CY $ $ 5.16 $ $ 8, $ $ 7, $ $ 4, $ $ 5, Embankment (Compacted in Place) 146 CY $ $ 8.11 $ $ 17, $ $ 7, $ $ 5, $ $ 2, Optional Base Group SY $ $ $ $ 25, $ $ 57, $ $ 49, $ $ 19, Optional Base Group SY $ $ $ $ 5, $ $ 12, $ $ 10, $ $ 4, Mill Existing Asphalt Pavement 1" 1,004 SY $ 9.66 $ 2.82 $ 7.00 $ 7, $ $ 10, $ $ 11, $ $ 10, Miscellaneous Asphalt Pavement 5.0 TN $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, Superpave Asphalt Concrete (Traffic Level C) 1.5" 96.0 TN $ $ $ $ 27, $ $ 21, $ $ 23, $ $ 21, Asph. Concrete Friction Course ( 1.0" ) ( FC-9.5 ) TN $ $ $ $ 23, $ $ 21, $ $ 25, $ $ 28, Inlet (Closed Flume) Type I 1 EA $ 7, $ 3, $ 6, $ 6, $ 7, $ 7, $ 8, $ 8, $ 7, $ 7, Adjust Manholes 1 EA $ $ $ $ $ $ $ $ $ 1, $ 1, Adjust Valve Boxes 5 EA $ $ $ $ 2, $ $ 1, $ $ 1, $ $ 2, Adjust Fire Hydrant 1 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ $ Concrete Curb ( Type D ) 138 LF $ $ $ $ 4, $ $ 5, $ $ 3, $ $ 3, Concrete Curb & Gutter ( Type F ) 295 LF $ $ $ $ 16, $ $ 11, $ $ 10, $ $ 7, Concrete Curb & Gutter (Drop Curb) 155 LF $ $ $ $ 5, $ $ 6, $ $ 6, $ $ 4, Conc Sidewalk ( 4" Thick ) 281 SY $ $ $ $ 14, $ $ 14, $ $ 19, $ $ 15, Conc Sidewalk ( 6"Thick ) (Driveways) 24 SY $ $ $ $ 1, $ $ 1, $ $ 2, $ $ 2, Pipe Guiderail ( Steel) 71 LF $ $ $ $ 3, $ $ 3, $ $ 3, $ $ 4, Guardrail ( Roadway ) 95 LF $ $ $ $ 4, $ $ 4, $ $ 4, $ $ 4, Guardrail Post 2 EA $ $ $ $ $ $ $ $ $ $ End Anchorage Assemblies ( Bridge ) 1 EA $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, End Anchorage Assemblies ( Type Flared ) 1 EA $ 2, $ 2, $ 3, $ 3, $ 3, $ 3, $ 2, $ 2, $ 3, $ 3, Sodding 1,603 SY $ 5.25 $ 2.55 $ 5.00 $ 8, $ 6.00 $ 9, $ 5.00 $ 8, $ 5.00 $ 8, SUBTOTAL (ROADWAY) $ 1,236, $ 1,310, $ 1,243, $ 1,731, SIGNAL & LIGHTING PAY 29 Mast Arm,F&I, Wind Speed-150,Single Arm,W/0 Luminaire-36 2 EA $ 30, $ 24, $ 33, $ 66, $ 17, $ 34, $ 33, $ 66, $ 36, $ 73, Mast Arm, Remove Shallow Foundation, Bolt On Attachment 2 EA $ 2, $ 2, $ 2, $ 4, $ $ 1, $ 1, $ 3, $ 5, $ 10, Traffic Signal, F&I, Aluminum, 3 Sect, 1 Way 4 AS $ 1, $ $ 1, $ 4, $ 1, $ 4, $ 1, $ 4, $ 1, $ 5, Sign Panel, F&I Overhead Mount, Up To 12 SF 2 EA $ $ 1, $ $ 1, $ 1, $ 2, $ $ 1, $ $ 1, Lightpole Relocation 4 EA $ 6, $ 2, $ 14, $ 56, $ 7, $ 30, $ 1, $ 7, $ 1, $ 7, SUBTOTAL (SIGNAL & LIGHTING) $ 132, $ 71, $ 84, $ 98, F:\ROADWAY\PRO\2003\ \3_Award Spec Forms\1_Bid Tabulations\ Camino Real - Boca Club Bridge over Intracoastal Waterway Bid Tab Page 1 of 5

2 BRIDGE 34 Removal of Existing Structures / Bridges 1 LS $ 690, $ 450, $ 465, $ 465, $ 880, $ 880, $ 731, $ 731, $ 684, $ 684, Protection of Existing Structures 1 LS $ 43, $ 10, $ 5, $ 5, $ 20, $ 20, $ 14, $ 14, $ 135, $ 135, Superstructure 36 1'6"x4'0"x37'10 1/2" Prestressed Precast Deck Units 303 LF $ $ $ $ 99, $ $ 115, $ $ 92, $ $ 168, '6"x5'0"x37'10 1/2" Prestressed Precast Deck Units 303 LF $ $ $ $ 106, $ $ 115, $ $ 92, $ $ 173, '6"x4'0"x24'-2 1/2" Prestressed Precast Deck Units 194 LF $ $ $ $ 62, $ $ 73, $ $ 60, $ $ 108, '6"x5'0"x24'-2 1/2"Prestressed Precast Deck Units 194 LF $ $ $ $ 65, $ $ 73, $ $ 59, $ $ 111, Class 4 Finish Brige Decks And Approach Slabs 581 SY $ $ $ 4.00 $ 2, $ 8.00 $ 4, $ $ 15, $ $ 15, Concrete Traffic Railing Barrier - Texas C LF $ $ $ $ 91, $ $ 83, $ $ 78, $ $ 198, " Vertical Face Traffic Railing Barrier 120 LF $ $ $ $ 30, $ $ 30, $ $ 14, $ $ 18, Class IV Concrete - Closure Pours 34 CY $ $ $ $ 10, $ $ 18, $ $ 10, $ $ 17, Reinforcing Steel - Closure Pours 2,132 LB $ 1.50 $ 2.00 $ 1.00 $ 2, $ 1.00 $ 2, $ 1.00 $ 2, $ 3.00 $ 6, Class IV Concrete - Bascule Pier Deck And Sidewalk 76 CY $ 1, $ 1, $ 1, $ 114, $ 1, $ 76, $ $ 27, $ 1, $ 118, Class IV Concrete - Sidewalk 80 CY $ $ $ 1, $ 88, $ $ 72, $ $ 31, $ $ 36, Reinforcing Steel - Bascule Pier Deck And Sidewalk 22,764 LB $ 1.38 $ 2.00 $ 1.00 $ 22, $ 1.00 $ 22, $ 1.00 $ 22, $ 2.50 $ 56, Reinforcing Steel - Sidewalk 16,244 LB $ 1.38 $ 2.00 $ 1.00 $ 16, $ 1.00 $ 16, $ 1.00 $ 16, $ 2.50 $ 40, Substructure 49 CLASS IV CONCRETE - END BENT PILE CAPS 27 CY $ 1, $ 1, $ $ 21, $ 1, $ 27, $ $ 23, $ 1, $ 45, REINFORCING STEEL - END BENT PILE CAPS 4,557 LB $ 1.38 $ 2.00 $ 1.00 $ 4, $ 1.00 $ 4, $ 1.00 $ 4, $ 2.50 $ 11, CLASS IV CONCRETE - PIERS 2 AND 5 FOUNDATION 133 CY $ $ 1, $ $ 106, $ $ 99, $ $ 76, $ $ 105, CLASS IV CONCRETE - PIERS 2 AND 5 CAP 102 CY $ $ 1, $ 1, $ 102, $ 1, $ 112, $ $ 63, $ $ 80, REINFORCING STEEL - PIERS 2 AND 5 31,875 LB $ 1.25 $ 2.00 $ 1.00 $ 31, $ 1.00 $ 31, $ 1.00 $ 31, $ 2.00 $ 63, CLASS IV CONCRETE - PIERS 3 AND 4 FOUNDATION 51 CY $ $ 1, $ $ 40, $ 1, $ 61, $ $ 32, $ 1, $ 64, CLASS IV CONCRETE - PIERS 3 AND 4 COLUMN AND CAP 30 CY $ 1, $ 1, $ 1, $ 30, $ 1, $ 48, $ $ 19, $ 1, $ 38, REINFORCING STEEL - PIERS 3 AND 4 FOUNDATION, COLUMN, AND CAP 13,807 LB $ 1.38 $ 2.00 $ 1.00 $ 13, $ 1.00 $ 13, $ 1.00 $ 13, $ 2.50 $ 34, Auger Cast Piles 57 1'6" X 66'0" END BENT PILES 832 LF $ $ $ $ 56, $ $ 149, $ $ 128, $ $ 64, '6" X 59'0" INTERMEDIATE BENT PILES 2,204 LF $ $ $ $ 163, $ $ 484, $ $ 401, $ $ 171, '6" X 67'0" TENDER HOUSE PILES 422 LF $ $ $ $ 37, $ $ 139, $ $ 81, $ $ 97, AUGER CAST PILE LOAD TESTING 7 EA $ 32, $ 10, $ 44, $ 308, $ 37, $ 259, $ 40, $ 285, $ 9, $ 65, ROCK RUBBLE RIP RAP 770 TN $ $ $ $ 50, $ $ 77, $ $ 107, $ $ 233, BEDDING STONE 424 TN $ $ $ $ 25, $ $ 42, $ $ 47, $ $ 121, Approach Slabs 63 CLASS II (BRIDGE DECK) CONCRETE - APPROACH SLAB 94 CY $ $ $ $ 32, $ $ 28, $ $ 14, $ $ 42, REINFORCING STEEL - APPROACH SLAB 18,620 LB $ 1.25 $ 2.00 $ 1.00 $ 18, $ 1.00 $ 18, $ 1.00 $ 18, $ 2.00 $ 37, CLASS II CONCRETE - APPROACH SLAB SIDEWALK 40 CY $ $ $ $ 16, $ $ 12, $ $ 6, $ $ 15, REINFORCING STEEL - APPROACH SLAB SIDEWALK 2,338 LB $ 1.38 $ 2.00 $ 1.00 $ 2, $ 1.00 $ 2, $ 1.00 $ 2, $ 2.50 $ 5, F:\ROADWAY\PRO\2003\ \3_Award Spec Forms\1_Bid Tabulations\ Camino Real - Boca Club Bridge over Intracoastal Waterway Bid Tab Page 2 of 5

3 Bridge and Fender Repair 67 STRUCTURAL STEEL REPAIR - MACHINERY ROOM 1 LS $ 101, $ 10, $ 94, $ 94, $ 120, $ 120, $ 95, $ 95, $ 95, $ 95, CONCRETE RESTORATION 1 LS $ 76, $ 22, $ 22, $ 22, $ 60, $ 60, $ 22, $ 22, $ 200, $ 200, CLEAN AND COAT CONCRETE SURFACES ON EXISTING PIERS, CLASS V 1,723 SF $ 5.13 $ 5.00 $ 3.50 $ 6, $ 6.00 $ 10, $ 8.00 $ 13, $ 3.00 $ 5, STANDARD INTEGRAL PILE JACKET, STR LF $ $ $ $ 169, $ $ 88, $ $ 152, $ $ 192, Fenders 71 FENDER SYSTEM, PLASTIC MARINE LUMBER 13 MB $ 20, $ 14, $ 21, $ 273, $ 12, $ 156, $ 25, $ 328, $ 24, $ 312, FENDER SYSTEM, POLYMERIC PILES 1 LS $ 189, $ 413, $ 180, $ 180, $ 180, $ 180, $ 137, $ 137, $ 261, $ 261, LIGHTED CLEARANCE GAUGES 2 EA $ 9, $ 3, $ 5, $ 10, $ 7, $ 14, $ 6, $ 13, $ 20, $ 40, NAVIGATION LIGHTING 1 LS $ 54, $ 10, $ 55, $ 55, $ 45, $ 45, $ 52, $ 52, $ 67, $ 67, Miscellaneous 75 ACCESS PLATFORM ASSEMBLY 1 AS $ 9, $ 5, $ 12, $ 12, $ 7, $ 7, $ 5, $ 5, $ 12, $ 12, ACCESS HATCH, EQUIPMENT 2 EA $ 4, $ 2, $ 5, $ 11, $ 4, $ 9, $ 4, $ 9, $ 5, $ 10, CLASS IV CONCRETE - RETAINING WALLS 26 CY $ $ 1, $ 1, $ 31, $ 1, $ 26, $ $ 15, $ $ 14, REINFORCING STEEL - RETAINING WALLS 6,193 LBS $ 1.50 $ 2.00 $ 1.00 $ 6, $ 1.00 $ 6, $ 1.00 $ 6, $ 3.00 $ 18, STRUCTURAL STEEL, MISCELLANEOUS 11,080 LB $ 9.64 $ $ 9.00 $ 99, $ $ 110, $ $ 110, $ 9.57 $ 106, RIVET OR HIGH STRENGTH BOLTS - REPLACE 404 EA $ $ $ $ 28, $ $ 44, $ $ 46, $ $ 48, Bascule Bridge 81 CLASS IV CONCRETE (COUNTERWEIGHT RESURFACE) 3 CY $ 2, $ 1, $ 4, $ 12, $ 2, $ 6, $ 2, $ 8, $ 3, $ 9, STRUCTURAL STEEL, (REHAB) BASCULE LEAF 67,434 LB $ $ $ 9.00 $ 606, $ $ 842, $ $ 674, $ $ 698, METAL TRAFFIC RAILINGS, ALUMINUM POST AND RAIL 180 LF $ $ $ $ 34, $ $ 108, $ $ 120, $ $ 125, MOVABLE BRIDGE MACHINERY - REHAB, SPAN LOCKS, FURNISH AND INSTALL 2 AS $ 202, $ 150, $ 180, $ 360, $ 210, $ 420, $ 255, $ 511, $ 163, $ 327, MOVABLE BRIDGE MACHINERY - REHAB, LIVE LOAD SHOES, FURNISH AND INSTALL 1 LS $ 34, $ 20, $ 16, $ 16, $ 16, $ 16, $ 15, $ 15, $ 88, $ 88, MOVABLE BRIDGE MACHINERY - REHAB, SPEED REDUCER AND DRIVE TRAIN, RECONDITION 1 LS $ 72, $ 50, $ 190, $ 190, $ 35, $ 35, $ 37, $ 37, $ 28, $ 28, MOVABLE BRIDGE COUNTERWEIGHT, F&I, BALANCE BLOCKS 352 EA $ $ $ $ 38, $ $ 45, $ $ 51, $ $ 41, MOVABLE BRIDGE COUNTERWEIGHT, F&I, STEEL BALLAST 27 TN $ 8, $ 1, $ 4, $ 113, $ 10, $ 270, $ 10, $ 292, $ 9, $ 265, MOVABLE BRIDGE COUNTERWEIGHT, ADJUST 2 EA $ 33, $ 20, $ 21, $ 42, $ 34, $ 68, $ 38, $ 77, $ 40, $ 80, MOVABLE BRIDGE - PREVENTIVE MAINTENANCE 1 LS $ 143, $ 40, $ 60, $ 60, $ 20, $ 20, $ 198, $ 198, $ 295, $ 295, MOVABLE BRIDGE - FUNCTIONAL CHECKOUT 1 LS $ 32, $ 30, $ 37, $ 37, $ 50, $ 50, $ 25, $ 25, $ 19, $ 19, STEEL ROADWAY FLOOR (5" OPEN) 2,080 SF $ $ $ $ 228, $ $ 228, $ $ 282, $ $ 298, ALUMINUM SIDEWALK FLOOR 1,165 SF $ $ $ $ 151, $ $ 128, $ $ 172, $ $ 149, MOVABLE BRIDGE GATE, F&I 4 AS $ 39, $ 30, $ 45, $ 180, $ 30, $ 120, $ 32, $ 130, $ 51, $ 204, MOVABLE BRIDGE GATE, REMOVE & DISPOSE 4 AS $ 1, $ 2, $ 2, $ 8, $ 1, $ 5, $ $ 2, $ 1, $ 5, MOVABLE BRIDGE ELECTRICAL EQUIPMENT, REHABILITATION 1 LS $ 501, $ 520, $ 446, $ 446, $ 650, $ 650, $ 627, $ 627, $ 283, $ 283, MOVABLE BRIDGE EMERGENCY GENERATOR, F&I 1 AS $ 10, $ 5, $ 31, $ 31, $ 8, $ 8, $ $ $ 4, $ 4, MOVABLE BRIDGE - REHAB, PROGRAMMABLE LOGIC CONTROLLER F&I 1 EA $ 107, $ 50, $ 135, $ 135, $ 70, $ 70, $ 116, $ 116, $ 110, $ 110, MOVABLE BRIDGE - REHAB, LIMIT SWITCHES & TRANSDUCERS F&I 1 LS $ 39, $ 30, $ 33, $ 33, $ 12, $ 12, $ 54, $ 54, $ 58, $ 58, MOVABLE BRIDGE - REHAB, CONTROL CONSOLE, F&I 1 EA $ 89, $ 100, $ 145, $ 145, $ 60, $ 60, $ 75, $ 75, $ 78, $ 78, MOVABLE BRIDGE - REHAB, BRAKE SYSTEM, F&I 4 EA $ 16, $ 20, $ 16, $ 64, $ 15, $ 60, $ 15, $ 63, $ 17, $ 70, MOVABLE BRIDGE - REHAB, CONTROL PANEL - MOTOR CONTROLLER, F&I 1 EA $ 98, $ 139, $ 110, $ 110, $ 63, $ 63, $ 106, $ 106, $ 114, $ 114, MOVABLE BRIDGE INTEGRATED DRIVE SYS, F&I, 25KW OR LESS 2 AS $ 65, $ 100, $ 55, $ 110, $ 46, $ 92, $ 51, $ 102, $ 107, $ 215, MOVABLE BRIDGE CONTROL HOUSE, NEW 1 LS $ 527, $ 727, $ 600, $ 600, $ 400, $ 400, $ 536, $ 536, $ 575, $ 575, COATING EXISTING STRUCTURAL STEEL 1 LS $ 413, $ 600, $ 500, $ 500, $ 350, $ 350, $ 352, $ 352, $ 450, $ 450, Field Office (see SP's) 555 DYS $ $ $ $ 13, $ $ 55, $ $ 82, $ $ 111, SUBTOTAL (BRIDGE) $ 7,508, $ 8,277, $ 8,358, $ 9,283, F:\ROADWAY\PRO\2003\ \3_Award Spec Forms\1_Bid Tabulations\ Camino Real - Boca Club Bridge over Intracoastal Waterway Bid Tab Page 3 of 5

4 UTILITY 107 Subaqueous Coordination/Location, Comcast 1 LS $ 9, $ 3, $ $ $ 2, $ 2, $ 5, $ 5, $ 30, $ 30, SUBTOTAL (UTILITY) $ $ 2, $ 5, $ 30, CONTINGENCY 108 Class I Concrete (Miscellaneous ) 10 CY $ $ $ $ 7, $ $ 1, $ $ 8, $ $ 2, Flowable Fill 10 CY $ $ $ $ 3, $ $ 2, $ $ 3, $ $ 1, Changeable (Variable Message) Sign (Non MOT) 75 ED $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, Traffic Control Officer (Non MOT) 60 HR $ $ $ $ 3, $ $ 3, $ $ 3, $ $ 3, SUBTOTAL (CONTINGENCY) $ 14, $ 9, $ 15, $ 8, TOTAL BID AMOUNT $ 8,891, $ 9,671, $ 9,707, $ 11,151, F:\ROADWAY\PRO\2003\ \3_Award Spec Forms\1_Bid Tabulations\ Camino Real - Boca Club Bridge over Intracoastal Waterway Bid Tab Page 4 of 5

5 THE AND QUANTITIES SHOWN, SHALL GOVERN OVER THE PLANS. PAY ITEM FOOTNOTES IN CONSTRUCTION PLANS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE. PAY ITEM FOOTNOTES: All costs for Maintenance of Traffic (MOT) and mobilization shall be considered incidental to, and shall be included in, unit prices for the pay items. All items shall include cost to furnish and install unless otherwise noted. Permitting agency pre-construction meetings and notices of commencement; compliance with stormwater pollution prevention plan and stormwater pollution control plan; installation of erosion/turbidity controls including silt fences, inlet protection, inspections and reporting; preparation and submittal of construction completion certifications and required record drawings by a professional engineer and/or land surveyor; utility notifications are considered incidental to mobilization. 12" compacted subgrade is considered incidental to the cost of base-rock construction. Prime and tack coats are considered incidental to asphalt construction. Wrapping of filter fabric around all pipe joints per FDOT index no. 280; and cost of coring existing structures for pipe connection is considered incidental to the cost of the pipe. The cost of detectable warning surfaces per FDOT index 304 and base compaction is considered incidental to sidewalk/pathway construction. The costs of transition curbs, flared end sections, straight end sections, curb face engraving and subgrade is considered incidental to curb and/or gutter construction. Contingency items may be increased, decreased or deleted as directed by the engineer. All structure boxes are 10 feet or less in depth, unless otherwise noted. Working days to complete project: 485 calendar days (See Special Provisions) Bids as read at opening on Tuesday, May 16, 2017; 2:00 PM All bids subject to OSBA SBE compliance and Board Approval. Prepared by: Donna Lewis Checked by: Holly B. Knight, P.E., Contracts Section Manager F:\ROADWAY\PRO\2003\ \3_Award Spec Forms\1_Bid Tabulations\ Camino Real - Boca Club Bridge over Intracoastal Waterway Bid Tab 5 of 5

Munilla Construction HOOD RD., E. OF FLORIDA'S TURNPIKE TO W. OF CENTRAL BLVD. AND HOOD RD. & CENTRAL

Munilla Construction HOOD RD., E. OF FLORIDA'S TURNPIKE TO W. OF CENTRAL BLVD. AND HOOD RD. & CENTRAL JW Cheatham, ROADWAY 1 MOBILIZATION 1.0 LS $ 1,350,116.25 $ 906,000.00 $ 1,233,000.00 $ 1,233,000.00 $ 1,159,208.36 $ 1,159,208.36 $ 1,451,835.00 $ 1,451,835.00 $ 1,556,421.65 $ 1,556,421.65 2 MAINTENANCE