Sandalfoot Blvd. & SR 7 and SW 3rd St. & SR 7 Bridge Replacements WEEKLEY ASPHALT PAVING, INC. KIEWIT INFRASTRUCTURE CO. RUSSELL ENGINEERING

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1 ROADWAY BRIDGE REGULAR PAY Mobilization 1 LS $ 424, $ 238, $ 445, $ 445, $ 376, $ 376, $ 416, $ 416, $ 585, $ 585, $ 299, $ 299, Maintenance of Traffic ( incl. Pedestrian MOT )(Sandalfoot Blvd) 1 LS $ 150, $ 40, $ 75, $ 75, $ 77, $ 77, $ 40, $ 40, $ 355, $ 355, $ 206, $ 206, Maintenance of Traffic ( incl. Pedestrian MOT )(SW 3rd Street) 1 LS $ 122, $ 48, $ 75, $ 75, $ 77, $ 77, $ 40, $ 40, $ 255, $ 255, $ 166, $ 166, Clearing and Grubbing 1 LS $ 89, $ 50, $ 145, $ 145, $ 88, $ 88, $ 25, $ 25, $ 55, $ 55, $ 132, $ 132, Regular Excavation 1185 CY $ $ $ $ 11, $ $ 30, $ $ 20, $ $ 29, $ $ 36, Embankment (Compacted in Place) 133 CY $ $ $ $ 11, $ $ 3, $ $ 1, $ $ 1, $ $ 3, Type B Stabilization (LBR 40) (12") 3383 SY $ $ 8.00 $ $ 40, $ $ 42, $ $ 57, $ 4.00 $ 13, $ 6.00 $ 20, Optional Base Group SY $ $ 8.50 $ $ 87, $ $ 64, $ $ 74, $ $ 62, $ $ 91, Optional Base Group SY $ $ $ $ 22, $ $ 27, $ $ 17, $ $ 17, $ $ 26, Mill Existing Asphalt Pavement (1" Thick Avg.) SY $ 3.39 $ 5.00 $ 3.15 $ 41, $ 3.45 $ 45, $ 4.25 $ 56, $ 3.25 $ 42, $ 2.85 $ 37, Miscellaneous Asphalt Pavement (2" Thick) 10.5 TN $ $ $ $ 2, $ $ 2, $ $ 2, $ $ 5, $ $ 3, Type SP Structural Course (Traffic C) (1.5") 311 TN $ $ $ $ 41, $ $ 46, $ $ 73, $ $ 43, $ 9.75 $ 3, Type SP Structural Course (Thickness Varies) 523 TN $ $ $ $ 75, $ $ 85, $ $ 122, $ $ 75, $ $ 60, Asphalt Concrete Friction Course (Traffic C)( FC-9.5 ) PG 76-22, ARB (1.0") 1080 TN $ $ $ $ 183, $ $ 209, $ $ 280, $ $ 156, $ $ 145, Control Structure 1 EA $ 11, $ 9, $ 10, $ 10, $ 10, $ 10, $ 10, $ 10, $ 18, $ 18, $ 11, $ 11, Manhole ( Type P-7 )(<10') 4 EA $ 7, $ 7, $ 7, $ 30, $ 7, $ 31, $ 7, $ 28, $ 7, $ 28, $ 8, $ 33, Modify Existing Inlets 1 EA $ 5, $ 2, $ 5, $ 5, $ 5, $ 5, $ 4, $ 4, $ 3, $ 3, $ 6, $ 6, Adjust Inlets 1 EA $ 1, $ 3, $ 2, $ 2, $ 2, $ 2, $ 1, $ 1, $ 2, $ 2, $ 2, $ 2, Adjust Manhole 1 EA $ 1, $ 1, $ $ $ $ $ 1, $ 1, $ 2, $ 2, $ $ Relocate Existing Control Structure 1 EA $ 7, $ 3, $ 4, $ 4, $ 4, $ 4, $ 8, $ 8, $ 15, $ 15, $ 5, $ 5, " Pipe Culvert (Storm) 90 LF $ $ $ $ 9, $ $ 9, $ $ 6, $ $ 6, $ $ 10, " Pipe Culvert (Storm) 24 LF $ $ $ $ 3, $ $ 3, $ $ 2, $ $ 2, $ $ 3, Pipe Culvert (36") CMP 32 LF $ $ $ $ 4, $ $ 4, $ $ 4, $ $ 4, $ $ 4, Mitered End Section (MES) 1 EA $ 2, $ 1, $ 1, $ 1, $ 1, $ 1, $ 3, $ 3, $ 3, $ 3, $ 1, $ 1, Storm Sewer Pumping (Exist.( 24" Or Less )(See SP's) 674 LF $ $ $ 8.05 $ 5, $ 8.40 $ 5, $ $ 8, $ $ 10, $ 9.00 $ 6, French Drain (18" RCP) 140 EA $ $ $ $ 20, $ $ 21, $ $ 24, $ $ 18, $ $ 22, Type F Curb & Gutter 2699 LF $ $ $ $ 43, $ $ 138, $ $ 53, $ $ 49, $ $ 56, Concrete Curb (Type D) 10 LF $ $ $ $ $ $ 1, $ $ $ $ $ $ Concrete Drop Curb 175 LF $ $ $ $ 3, $ $ 10, $ $ 5, $ $ 3, $ $ 3, Engraving of Curb Face (See SP's) 6 EA $ $ $ $ 2, $ $ 4, $ $ 3, $ $ 3, $ $ 3, Concrete Sidewalk ( 4" Thick ) 1118 SY $ $ $ $ 50, $ $ 49, $ $ 44, $ $ 39, $ $ 47, Concrete Sidewalk ( 6" Thick ) 280 SY $ $ $ $ 15, $ $ 17, $ $ 16, $ $ 10, $ $ 12, Guardrail 297 LF $ $ $ $ 16, $ $ 18, $ $ 12, $ $ 8, $ $ 16, Sodding 4243 SY $ 5.08 $ 4.00 $ 3.25 $ 13, $ 9.66 $ 40, $ 3.00 $ 12, $ 6.50 $ 27, $ 3.00 $ 12, ITS Large Pull Box (30"x48"x24"D) w/ Concrete Apron 1 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, Removal of ITS Large Pull Box w/ Concrete Apron 1 EA $ $ 1, $ $ $ $ $ $ $ $ $ $ SUBTOTAL (ROADWAY ) $ 1,505, $ 1,561, $1,483, $ 1,958, $ 1,492, REMOVAL OF EXISTING BRIDGE (SANDALFOOT 1 LS $ 110, $ 45, $ 145, $ 145, $ 110, $ 110, $ 75, $ 75, $ 100, $ 100, $ 120, $ 120, REMOVAL OF EXISTING BRIDGE (SW 3RD STREET) 1 LS $ 88, $ 45, $ 85, $ 85, $ 85, $ 85, $ 50, $ 50, $ 100, $ 100, $ 120, $ 120, PRESTRESSED DECK SLABS TYPE A (SANDALFOOT 300 LF $ $ $ $ 97, $ $ 102, $ $ 135, $ $ 121, $ $ 135, PRESTRESSED DECK SLABS TYPE A (SW 3RD STREET) 300 LF $ $ $ $ 97, $ $ 102, $ $ 135, $ $ 121, $ $ 135, PRESTRESSED DECK SLABS TYPE B (SANDALFOOT 225 LF $ $ $ $ 79, $ $ 77, $ $ 101, $ $ 91, $ $ 101, PRESTRESSED DECK SLABS TYPE B (SW 3RD STREET) 150 LF $ $ $ $ 52, $ $ 52, $ $ 67, $ $ 60, $ $ 67, CLASS II (BRIDGE DECK) CONCRETE FOR KEYWAYS 23.7 CY $ $ $ $ 7, $ $ 18, $ $ 16, $ $ 7, $ 1, $ 23, N:\ROADWAY\PRO\2013\ _ \3_Award Spec Forms\1_Bid Tabulations\Bid Tabs_ & xlsx Page 1 of 5

2 44 REINFORCING STEEL (KEYWAYS) 1853 LB $ 1.13 $ 0.76 $ 1.00 $ 1, $ 0.88 $ 1, $ 1.25 $ 2, $ 1.00 $ 1, $ 1.50 $ 2, CLASS II (BRIDGE DECK) CONCRETE FOR DIAPHRAGMS 11.9 CY $ $ $ $ 3, $ 1, $ 13, $ 1, $ 11, $ $ 5, $ 1, $ 16, REINFORCING STEEL FOR DIAPHRAGMS 747 LB $ 1.13 $ 0.76 $ 1.00 $ $ 0.88 $ $ 1.25 $ $ 1.00 $ $ 1.50 $ 1, CONCRETE TRAFFIC RAILING (FDOT INDEX 423) LF $ $ $ $ 23, $ $ 43, $ $ 68, $ $ 37, $ $ 35, CONCRETE BARRIER WALL (FDOT INDEX 410) LF $ $ $ $ 24, $ $ 61, $ $ 123, $ $ 113, $ $ 35, ALUMINUM PEDESTRIAN/BICYCLE RAILING (FDOT INDEX 822) LF $ $ $ $ 17, $ $ 17, $ $ 22, $ $ 12, $ $ 50, CLASS IV CONCRETE (SUBSTRUCTURE) CY $ $ $ $ 146, $ $ 157, $ $ 146, $ $ 122, $ $ 130, REINFORCING STEEL (SUBSTRUCTURE) LB $ 1.12 $ 0.99 $ 1.00 $ 42, $ 0.88 $ 37, $ 1.25 $ 53, $ 1.00 $ 42, $ 1.45 $ 62, "x66 LF TEST PILES WITH PDA 132 LF $ $ $ $ 36, $ $ 29, $ $ 92, $ $ 44, $ $ 44, "x74 LF TEST PILES WITH PDA 148 LF $ $ $ $ 41, $ $ 29, $ $ 103, $ $ 49, $ $ 49, " SQUARE CONCRETE PILES (MAIN CAPS) 2758 LF $ $ $ $ 234, $ $ 250, $ $ 206, $ $ 289, $ $ 369, " SQUARE CONCRETE PILES (WING WALLS) 1496 LF $ $ $ $ 127, $ $ 136, $ $ 201, $ $ 157, $ $ 200, CLASS IV CONCRETE TYPE A SHEET PANEL (SANDALFOOT 390 LF $ $ $ $ 37, $ $ 79, $ $ 54, $ $ 78, $ $ 47, CLASS IV CONCRETE TYPE B SHEET PANEL (SANDALFOOT 60 LF $ $ $ $ 5, $ $ 12, $ $ 8, $ $ 12, $ $ 7, CLASS IV CONCRETE TYPE C SHEET PANEL (SANDALFOOT 60 LF $ $ $ $ 5, $ $ 12, $ $ 8, $ $ 12, $ $ 7, CLASS IV CONCRETE TYPE D SHEET PANEL (SANDALFOOT BLVD. & SW 3RD ST.) 48 LF $ $ $ $ 4, $ $ 11, $ $ 14, $ $ 9, $ $ 5, CLASS IV CONCRETE TYPE A SHEET PANEL (SW 3RD ST.) 341 LF $ $ $ $ 32, $ $ 70, $ $ 47, $ $ 68, $ $ 41, CLASS IV CONCRETE TYPE B SHEET PANEL (SW 3RD ST.) 62 LF $ $ $ $ 5, $ $ 12, $ $ 8, $ $ 12, $ $ 7, CLASS IV CONCRETE TYPE C SHEET PANEL (SW 3RD ST.) 124 LF $ $ $ $ 11, $ $ 25, $ $ 17, $ $ 24, $ $ 15, CLASS II CONCRETE (PIPE SUPPORTS) 0 CY $ 4, $ $ $ $ 9, $ 3, $ 3, $ 1, $ 8, $ 3, $ 1, $ REINFORCING STEEL (PIPE SUPPORTS) 63 LB $ 3.00 $ 0.76 $ 1.00 $ $ 5.00 $ $ 4.00 $ $ 1.00 $ $ 4.00 $ CLASS II CONCRETE (SIDEWALKS) 94.3 CY $ $ $ $ 28, $ $ 56, $ $ 56, $ $ 58, $ $ 73, REINFORCING STEEL (SIDEWALKS) 4268 LB $ 1.10 $ 0.76 $ 0.85 $ 3, $ 0.88 $ 3, $ 1.25 $ 5, $ 1.00 $ 4, $ 1.50 $ 6, CLASS II (BRIDGE DECK) CONCRETE (APPROACH SLABS) CY $ $ $ $ 107, $ $ 130, $ $ 115, $ $ 142, $ $ 198, REINFORCING STEEL (APPROACH SLABS) LB $ 1.13 $ 0.76 $ 1.00 $ 68, $ 0.88 $ 60, $ 1.25 $ 86, $ 1.00 $ 68, $ 1.50 $ 103, RIP RAP RUBBLE REVETMENT 1001 TN $ $ $ $ 105, $ $ 99, $ $ 200, $ $ 115, $ $ 162, BEDDING STONE 497 TN $ $ $ $ 62, $ $ 17, $ $ 49, $ $ 47, $ $ 52, SUBTOTAL (BRIDGE ) $ 1,746, $ 1,924, $ 2,290, $ 2,138, $ 2,431, CONTINGENCY (ROADWAY) 71 Premium for Conflict Condition (See SP's) 1 EA $ 4, $ 4, $ 3, $ 3, $ 3, $ 3, $ 6, $ 6, $ 7, $ 7, $ 4, $ 4, Class I Concrete (Miscellaneous) 50 CY $ $ $ $ 17, $ $ 7, $ $ 40, $ $ 10, $ $ 27, Flowable Fill 30 CY $ $ $ $ 7, $ $ 4, $ $ 9, $ $ 6, $ $ 4, Changeable (Variable Message) Sign (Non MOT) 30 ED $ $ $ $ $ $ $ $ $ $ $ $ Traffic Control Officer (Non MOT) 40 HR $ $ $ $ 1, $ $ 2, $ $ 2, $ $ 2, $ $ 2, Storm Sewer Cleaning (Exist.)( 24" Or Less )(See SP's) 674 LF $ $ $ $ 6, $ $ 13, $ $ 6, $ $ 13, $ $ 13, Temporary Chain Link Fence (6' high) 100 LF $ $ $ $ 1, $ $ 2, $ $ 1, $ $ 2, $ $ 1, SUBTOTAL (ROADWAY CONTINGENCY ) $ 38, $ 34, $ 66, $ 41, $ 53, PBC WATER UTILITY SANDALFOOT BOULEVARD FORCE MAIN RELOCATION 78 8" DIP Force Main Removal 125 LF $ $ $ $ 6, $ $ 6, $ $ 3, $ $ 3, $ $ 6, " DIP Force Main 72 LF $ $ $ $ 19, $ $ 20, $ $ 16, $ $ 7, $ $ 21, " Flange DIP Force Main 57 LF $ $ $ $ 20, $ $ 21, $ $ 10, $ $ 37, $ $ 22, " Gate Valve & Valve Box 2 EA $ 2, $ 1, $ 1, $ 3, $ 1, $ 3, $ 2, $ 4, $ 2, $ 4, $ 2, $ 4, Temporary Force Main 1 LS $ 13, $ 10, $ 15, $ 15, $ 16, $ 16, $ 6, $ 6, $ 11, $ 11, $ 17, $ 17, F&I DIP Fittings w/joint Restraint 0.6 TN $ 16, $ 3, $ 15, $ 9, $ 15, $ 9, $ 15, $ 9, $ 17, $ 10, $ 16, $ 10, " Air Release Valve pressure gauge with double strap saddle and 1 EA $ 2, $ 5, $ 2, $ 2, $ 2, $ 2, $ 1, $ 1, $ 3, $ 3, $ 2, $ 2, Fan Guard with support struts 2 EA $ 5, $ 6, $ 4, $ 9, $ 4, $ 9, $ 6, $ 12, $ 5, $ 11, $ 5, $ 10, N:\ROADWAY\PRO\2013\ _ \3_Award Spec Forms\1_Bid Tabulations\Bid Tabs_ & xlsx Page 2 of 5

3 86 Connect to Existing Force Main 2 EA $ 5, $ 1, $ 6, $ 12, $ 6, $ 13, $ 4, $ 8, $ 3, $ 7, $ 7, $ 14, Concrete Class IV (Includes steel reinforcement) 0.7 CY $ 6, $ 1, $ 2, $ 1, $ 12, $ 8, $ 12, $ 8, $ 1, $ $ 3, $ 2, " Prestressed Pile 100 LF $ $ $ $ 9, $ $ 23, $ $ 12, $ $ 10, $ $ 11, SANDALFOOT BOULEVARD WATER MAIN RELOCATION 89 8" DIP Water Main Removal 172 LF $ $ $ $ 6, $ $ 6, $ $ 3, $ $ 4, $ $ 6, " DIP Water Main 126 LF $ $ $ $ 21, $ $ 22, $ $ 27, $ $ 10, $ $ 23, " Flange DIP Water Main 57 LF $ $ $ $ 16, $ $ 16, $ $ 10, $ $ 28, $ $ 17, " DIP Water Main 8 LF $ $ $ $ 1, $ $ 1, $ $ 2, $ $ 1, $ $ 1, " Gate Valve & Valve Box 2 EA $ 1, $ 1, $ 1, $ 3, $ 1, $ 3, $ 2, $ 4, $ 1, $ 3, $ 1, $ 3, F&I DIP Fittings w/joint Restrain 0.6 TN $ 10, $ 3, $ 7, $ 4, $ 7, $ 4, $ 17, $ 10, $ 15, $ 9, $ 7, $ 4, " Air Release Valve pressure gauge with double strap saddle and 1 EA $ 1, $ 4, $ 1, $ 1, $ 1, $ 1, $ $ $ 1, $ 1, $ 1, $ 1, " Steel Casing 10 LF $ $ $ $ 1, $ $ 1, $ $ 2, $ $ 2, $ $ 1, Sample Points 2 EA $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, $ $ 1, Fan Guard with support struts 2 EA $ 5, $ 6, $ 4, $ 9, $ 4, $ 9, $ 6, $ 12, $ 5, $ 11, $ 5, $ 10, Connect to Existing Water Main 2 EA $ 5, $ 1, $ 6, $ 12, $ 6, $ 13, $ 6, $ 13, $ 1, $ 3, $ 6, $ 13, Removal of Existing Fire Hydrant 1 EA $ $ 1, $ $ $ $ $ 1, $ 1, $ $ $ $ FH Assembly w/6" Gate Valve and Valve Box 1 EA $ 4, $ 4, $ 5, $ 5, $ 5, $ 5, $ 5, $ 5, $ 1, $ 1, $ 5, $ 5, "x6" Tee for FH 1 EA $ $ $ $ $ $ $ $ $ $ $ $ Reinstate Existing Water Service 1 EA $ 2, $ 1, $ 5, $ 5, $ 1, $ 1, $ $ $ 3, $ 3, $ 1, $ 1, Concrete Class IV (Includes Steel Reinforcement) 0.7 CY $ 5, $ 1, $ 2, $ 1, $ 12, $ 8, $ 10, $ 7, $ 1, $ $ 3, $ 2, " Prestressed Pile 100 LF $ $ $ $ 9, $ $ 23, $ $ 12, $ $ 10, $ $ 11, As Built Record Drawings (WM& FM) 1 LS $ 4, $ 10, $ 1, $ 1, $ 5, $ 5, $ 2, $ 2, $ 8, $ 8, $ 3, $ 3, SW 3RD STREET FORCE MAIN RELOCATION " DIP Force Main Removal 132 LF $ $ $ $ 5, $ $ 6, $ $ 5, $ $ 3, $ $ 6, " DIP Force Main 75 LF $ $ $ $ 32, $ $ 34, $ $ 22, $ $ 14, $ $ 36, Temporary Force Main 1 LS $ 16, $ 15, $ 20, $ 20, $ 21, $ 21, $ 5, $ 5, $ 12, $ 12, $ 22, $ 22, " Flange DIP Force Main 60 LF $ $ $ $ 45, $ $ 47, $ $ 15, $ 1, $ 66, $ $ 51, " Gate Valve & Valve Box 2 EA $ 8, $ 6, $ 7, $ 14, $ 7, $ 15, $ 10, $ 20, $ 7, $ 15, $ 8, $ 16, F&I DIP Fittings w/joint Restraint 1.3 TN $ 12, $ 9, $ 12, $ 15, $ 12, $ 16, $ 9, $ 11, $ 16, $ 21, $ 13, $ 17, Existing ARV Manhole removal 1 EA $ 2, $ 1, $ 3, $ 3, $ 3, $ 3, $ 1, $ 1, $ 2, $ 2, $ 3, $ 3, " Air Release Valve pressure gauge with double strap saddle and 1 EA $ 4, $ 5, $ 4, $ 4, $ 4, $ 4, $ 1, $ 1, $ 4, $ 4, $ 5, $ 5, " Steel Casing 10 LF $ $ $ $ 4, $ $ 4, $ $ 3, $ $ 2, $ $ 4, Fan Guard with support struts 2 EA $ 5, $ 6, $ 5, $ 10, $ 5, $ 10, $ 6, $ 12, $ 5, $ 11, $ 5, $ 11, Connect to Existing Force Main 2 EA $ 9, $ 6, $ 11, $ 23, $ 12, $ 24, $ 9, $ 18, $ 3, $ 6, $ 12, $ 25, As Built Record Drawings 1 LS $ 3, $ 4, $ 1, $ 1, $ 4, $ 4, $ 2, $ 2, $ 8, $ 8, $ 2, $ 2, SW 3RD STREET WATER MAIN RELOCATION " DIP Water Main Removal 88 LF $ $ $ $ 6, $ $ 6, $ $ 3, $ $ 2, $ $ 7, " DIP Water Main 92 LF $ $ $ $ 36, $ $ 38, $ $ 36, $ $ 17, $ $ 41, " Butterfly Valve & Valve Box 2 EA $ 9, $ 20, $ 10, $ 20, $ 10, $ 21, $ 7, $ 14, $ 10, $ 21, $ 11, $ 22, F&I DIP Fittings w/joint Restrain 1.3 TN $ 9, $ 3, $ 8, $ 10, $ 8, $ 10, $ 9, $ 12, $ 15, $ 19, $ 8, $ 11, Sample Points 2 EA $ 1, $ $ 1, $ 2, $ 1, $ 2, $ 1, $ 3, $ $ 1, $ 1, $ 3, Connect to Existing Water Main 2 EA $ 15, $ 7, $ 20, $ 40, $ 21, $ 42, $ 9, $ 18, $ 4, $ 8, $ 22, $ 44, As Built Record Drawings 1 LS $ 3, $ 4, $ 1, $ 1, $ 4, $ 4, $ 2, $ 2, $ 8, $ 8, $ 2, $ 2, SUBTOTAL (PBC WATER UTILITY ) $ 509, $ 580, $ 422, $ 457, $ 570, PBC WATER UTILITY CONTINGENCY 126 Deflect 36" PCCP Raw Water Main at N.W. Mast Arm Foundation (Sandalfoot Blvd.) 1 LS $ 88, $ 40, $ 112, $ 112, $ 117, $ 117, $ 70, $ 70, $ 20, $ 20, $ 124, $ 124, " Concentrate Line Deflection at Traffic Railing (SW 3rd Street) 1 LS $ 66, $ 40, $ 75, $ 75, $ 78, $ 78, $ 39, $ 39, $ 55, $ 55, $ 83, $ 83, Subaqueous 24" Water Main Relocation under E-1 Canal (SW 3rd Street) 1 LS $ 121, $ 70, $ 117, $ 117, $ 122, $ 122, $ 130, $ 130, $ 105, $ 105, $ 130, $ 130, N:\ROADWAY\PRO\2013\ _ \3_Award Spec Forms\1_Bid Tabulations\Bid Tabs_ & xlsx Page 3 of 5

4 SUBTOTAL (PBC WATER UTILITY CONTINGENCY ) $ 305, $ 319, $ 239, $ 180, $ 337, SIGNALIZATION " PVC (SCH 40) UNDERGROUND CONDUIT 78 LF $ 9.29 $ 9.70 $ $ $ 9.22 $ $ $ $ 8.50 $ $ 6.70 $ " (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 168 LF $ $ $ $ 3, $ $ 4, $ $ 4, $ $ 2, $ $ 3, " (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) 474 LF $ $ $ $ 13, $ $ 20, $ $ 13, $ $ 12, $ $ 10, F SIGNAL CABLE (SPAN LENGTH 651' - 750') 1 PI $ 5, $ 4, $ 5, $ 5, $ 4, $ 4, $ 4, $ 4, $ 8, $ 8, $ 5, $ 5, A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1 PI $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ $ $ 2, $ 2, A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1 PI $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, FIBER OPTIC CABLE, (FSM) 48-COUNT (UNDERGROUND) 218 LF $ 4.09 $ 1.77 $ 3.65 $ $ 3.80 $ $ 5.00 $ 1, $ 3.50 $ $ 4.50 $ FIBER OPTIC CONNECTION, INSTALL SPLICE 48 EA $ $ $ $ 2, $ $ 2, $ $ 2, $ $ 2, $ $ 3, FIBER OPTIC CONNECTION, INSTALL TERMINATION 2 EA $ 2, $ $ $ $ 3, $ 6, $ 3, $ 7, $ 2, $ 5, $ 4, $ 8, A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 14 EA $ $ $ $ 11, $ $ 9, $ $ 10, $ $ 12, $ $ 10, PULL BOX, (24"X36"X24"D) FIBERGLASS, HEAVY DUTY COVERS B (TIER 15) 1 EA $ 1, $ $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ $ ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 4 EA $ 1, $ $ 1, $ 6, $ 1, $ 4, $ 1, $ 5, $ 1, $ 4, $ 1, $ 5, G MAST ARM ASSY D5-S3 60' (GALVANIZED FINISH) 1 EA $ 41, $ 31, $ 39, $ 39, $ 39, $ 39, $ 41, $ 41, $ 42, $ 42, $ 47, $ 47, G MAST ARM ASSY D6-S24 70' 6" W/LUM (GALVANIZED FINISH) 2 EA $ 52, $ 39, $ 52, $ 105, $ 49, $ 98, $ 53, $ 106, $ 50, $ 100, $ 55, $ 110, REMOVE STEEL MAST ARM ASSEMBLY - DEEP REMOVAL (INCLUDES ARM (S), UPRIGHT AND WHOLE BURIED ATTACHMENTS TO THE DEPTH OF EXISTING FOUDATION BELOW 3 EA $ 3, $ 7, $ 7, $ 22, $ 2, $ 6, $ 2, $ 7, $ 6, $ 19, $ 1, $ 4, GROUND) INCLUDES DELIVERY OF REMOVED MAST ARM EQUIPMENT) TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES 9 AS $ $ $ $ 8, $ $ 8, $ 1, $ 9, $ $ 7, $ 1, $ 10, TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 3 AS $ 1, $ 1, $ 1, $ 4, $ 1, $ 4, $ 1, $ 4, $ 1, $ 4, $ 1, $ 4, TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL 12 EA $ $ $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 3, PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 3 EA $ $ $ $ 1, $ $ 1, $ $ 2, $ $ 1, $ $ 2, PEDESTRIAN SIGNAL - COUNT DOWN (2-WAY) ALUMINUM 1 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, VIDEO IMAGE DETECTION 4 - CAMERA SYSTEM (ITERIS) B4 COMPLETE. 1 EA $ 29, $ 30, $ 29, $ 29, $ 28, $ 28, $ 31, $ 31, $ 26, $ 26, $ 33, $ 33, PEDESTRIAN DETECTOR (PUSH BUTTON) 5 EA $ $ $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, B TRAFFIC CONTROLLER ASSEMBLY (TYPE 6) AS PER NAZTEC 1 AS $ 32, $ 25, $ 27, $ 27, $ 30, $ 30, $ 34, $ 34, $ 35, $ 35, $ 37, $ 37, REMOVE MISCELLANEOUS SIGNAL EQUIPMENT 4 HR $ $ $ 1, $ 4, $ $ $ $ 1, $ $ $ $ 1, REMOVE INTERNALY ILLUMINATED SIGN 3 EA $ $ $ $ $ $ $ $ $ $ $ $ SIGNAL PEDESTRIAN HEAD ASSEMBLY, REMOVAL 4 EA $ $ $ $ $ $ 1, $ $ $ $ $ $ SIGNAL PEDESTAL, REMOVE 4 EA $ $ $ $ $ $ $ $ 1, $ $ $ $ REMOVE CONTROLLER ASSEMBLY COMPLETE WITH FOUNDATION - INCLUDES DELIVERY OF REMOVED CONTROLLER 1 EA $ $ $ $ $ $ $ $ $ $ $ $ EQUIPMENT REMOVE CABLE, UNDERGROUND 600 LF $ 2.49 $ 1.00 $ 9.75 $ 5, $ 0.58 $ $ 0.63 $ $ 0.88 $ $ 0.60 $ INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 3 EA $ 2, $ 2, $ 2, $ 6, $ 0.58 $ 1.74 $ 3, $ 9, $ 2, $ 8, $ 3, $ 10, SUBTOTAL (SIGNALIZATION ) $ 308, $ 283, $ 307, $ 304, $ 322, GRAND TOTAL $4,413, $4,705, $4,809, $5,080, $5,209, Math error on bid package. N:\ROADWAY\PRO\2013\ _ \3_Award Spec Forms\1_Bid Tabulations\Bid Tabs_ & xlsx Page 4 of 5

5 PBC PROJECT # & # 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: THE COUNTY DOES NOT GUARANTEE THE ACCURACY OF THE FORMULAS AND EXTENSIONS USED IN THIS SPREADSHEET. Note # 1 10 THE AND QUANTITIES ABOVE, SHALL GOVERN OVER THE PLANS. PAY ITEM FOOTNOTES IN CONSTRUCTION PLANS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE. PAY ITEM FOOTNOTES MOT SHALL INCLUDE THE COST OF ANY TEMPORARY PAVEMENT, AND TEMPORARY CONC. BARRIERS AS REQUIRED. 2 ALL SHALL INCLUDE COST TO FURNISH AND INSTALL UNLESS OTHERWISE NOTED. 3 4 CONCRETE SAW CUT, REMOVAL OF GUARDRAIL AND DISPOSAL (AS REQUIRED), TREE REMOVAL AND DISPOSAL ARE INCLUDED IN THE WORK FOR "CLEARING AND GRUBBING", LS. OPTIONAL BASE GROUP & ASPHALTIC CONCRETE INCLUDE BITUMINOUS MATERIAL & TACK COAT AS REQUIRED. 5 ALL STRUCTURE BOXES ARE 10 FEET OR LESS IN DEPTH UNLESS OTHERWISE NOTED. 6 THE COST OF BREAKING INTO EXISTING STRUCTURES IS INCIDENTAL TO COST OF PIPE THE COST FOR "SAW CUT AND BUTT JOINT", AS REQUIRED, SHALL BE INCIDENTAL TO THE RELATED ASPHALT ITEM. PREMIUM FOR CONFLICT CONDITION SHALL INCLUDE COSTS OF REQUIRED STEEL CASING, AS DIRECTED BY THE ENGINEER. CONNECTION OF THE NEW GUARDRAIL TO THE EXISTING GUARDRAIL AND BRIDGE RAILING ARE INCLUDED IN THE WORK FOR "GUARDRAIL", LF. BOLTS, CONNECTIONS TO PIPE SUPPORTS AND NEOPRENE SEAT GASKET ARE INCIDENTAL TO FLANGE PIPE INSTALLATION. 11 HARDWARE, NEOPRENE, ETC., PER PBCWUD DETAIL 27W ARE INCIDENTAL TO FAN GUARD INSTALLATION. 12 JOINT RESTRAINT PER PBCWUD SPECIFICATIONS IS INCIDENTAL TO FORCE MAIN AND WATER MAIN INSTALLATION. 13 ONE RECORD DRAWING IS REQUIRED FOR WATER MAIN AND FORCE MAIN FOR SANDALFOOT BOULEVARD CONTINGENCY ITEM "DEFLECT 36" PCCP RAW WATER MAIN AT N.W. MAST ARM FOUNDATION (SANDALFOOT, LS", IS ANTICIPATED TO INVOLVE: DEFLECTING PCCP TOWARDS THE WEST R/W WITH 45 BENDS TO MAINTAIN MIN. 5' CLEAR TO MAST ARM FOUNDATION. CONTINGENCY ITEM "24" CONCENTRATE LINE DEFLECTION AT TRAFFIC RAILING (SW 3RD STREET), LS", IS ANTICIPATED TO INVOLVE: REMOVING A SECTION OF EXISTING CASING (LENGH AS NECCESARY); DEFLECTING EXISTING 24" FORCE MAIN UNDER TRAFFIC RAILING FOUNDATION WITH 45 BENDS (FORCE MAIN TO BE IN A 42" STEEL CASING UNDER THE FOUNDATION WITH 1.5' CLEARANCE); CONNECTING TO EXISTING 24" FORCE MAIN AT FIRST UPPER BEND OF THE AERIAL CROSSING. CONTINGENCY ITEM "SUBAQUEOUS 24" WATER MAIN RELOCATION UNDER E-1 CANAL (SW 3RD STREET), LS", IS ANTICIPATED TO INVOLVE: CONNECTION TO EXISTING 24" x 24" TEE IN SR7; DEFLECTING 24" DIP WATER MAIN UNDER RELOCATED CANAL WITH 45 BENDS; CONNECTION TO EXISTING 24" WATER MAIN AT LOCATION OF UPPER BEND ON EAST SIDE OF CANAL. Working days to complete project: 450 calendar days (See Special Provisions) Bids as read at opening on Tuesday, December 5, 2017, 2016; 2:00 PM All bids subject to OSBA SBE compliance and Board Approval. Prepared by: Geraldine Lazzarino-Kelly, Technical Assistant I Checked by: Holly B. Knight, P.E., Contracts Section Manager N:\ROADWAY\PRO\2013\ _ \3_Award Spec Forms\1_Bid Tabulations\Bid Tabs_ & xlsx Page 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