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

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1 JW Cheatham, ROADWAY 1 MOBILIZATION 1.0 LS $ 1,350, $ 906, $ 1,233, $ 1,233, $ 1,159, $ 1,159, $ 1,451, $ 1,451, $ 1,556, $ 1,556, MAINTENANCE OF TRAFFIC 1.0 LS $ 508, $ 656, $ 355, $ 355, $ 265, $ 265, $ 1,071, $ 1,071, $ 340, $ 340, MAINTENANCE OF TRAFFIC (I-95) 1.0 LS $ 2,001, $ 1,000, $ 2,393, $ 2,393, $ 2,363, $ 2,363, $ 2,051, $ 2,051, $ 1,200, $ 1,200, CLEARING AND GRUBBING 1.0 LS $ 440, $ 395, $ 178, $ 178, $ 216, $ 216, $ 982, $ 982, $ 386, $ 386, EXISTING WALL REMOVAL LF $ $ $ $ 2, $ $ 10, $ 5.00 $ 1, $ $ 3, REGULAR EXCAVATION CY $ 6.88 $ $ 5.47 $ 95, $ 8.75 $ 153, $ 5.00 $ 87, $ 8.30 $ 145, EMBANKMENT (COMPACTED IN PLACE) CY $ $ $ 5.06 $ 118, $ $ 380, $ $ 468, $ $ 424, " TYPE B STABILIZED SUBGRADE SY $ 4.84 $ 6.26 $ 5.86 $ 225, $ 6.60 $ 253, $ 3.00 $ 115, $ 3.90 $ 149, OPTIONAL BASE GROUP SY $ $ $ $ 5, $ $ 3, $ $ $ $ 2, OPTIONAL BASE GROUP SY $ $ $ 8.66 $ 295, $ $ 532, $ $ 392, $ $ 512, OPTIONAL BASE GROUP SY $ $ $ $ 100, $ $ 139, $ $ 123, $ $ 134, SUPERPAVE ASPHALTIC CONCRETE SP-12.5 (TRAFFIC LEVEL C) TN $ $ $ $ 397, $ $ 406, $ $ 319, $ $ 439, ASPHALTIC CONCRETE FRICTION COURSE (1")(FC-9.5) TN $ $ $ $ 513, $ $ 545, $ $ 436, $ $ 641, ASPHALTIC CONCRETE OVERBUILD TYPE SP TN $ $ $ $ 94, $ $ 111, $ $ 103, $ $ 117, MILL EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH) SY $ 3.01 $ 3.90 $ 3.92 $ 87, $ 2.40 $ 53, $ 2.60 $ 57, $ 3.10 $ 69, PIPE CULVERT (15") 8.0 LF $ $ $ $ 3, $ $ $ $ 3, $ $ 1, PIPE CULVERT (18") LF $ $ $ $ 327, $ $ 408, $ $ 318, $ $ 531, PIPE CULVERT (24") LF $ $ $ $ 99, $ $ 110, $ $ 97, $ $ 152, PIPE CULVERT (29" X 45")(36" EQUIV) LF $ $ $ $ 34, $ $ 30, $ $ 34, $ $ 46, PIPE CULVERT (30") LF $ $ $ $ 47, $ $ 53, $ $ 46, $ $ 64, PIPE CULVERT (36") LF $ $ $ $ 253, $ $ 272, $ $ 245, $ $ 301, PIPE CULVERT (48") 4.0 LF $ 1, $ $ 2, $ 8, $ $ 2, $ 2, $ 8, $ 1, $ 5, INLETS (CURB) (TYPE P-5) (<10') 22.0 EA $ 5, $ 4, $ 6, $ 138, $ 3, $ 84, $ 6, $ 134, $ 6, $ 148, INLET (CURB) (TYPE J-5) (<10') 11.0 EA $ 8, $ 6, $ 9, $ 105, $ 5, $ 61, $ 9, $ 102, $ 9, $ 107, INLETS (CURB) (TYPE P-6) (<10') 12.0 EA $ 6, $ 6, $ 7, $ 85, $ 3, $ 46, $ 6, $ 82, $ 7, $ 88, INLET (CURB) (TYPE J-6) (<10') 3.0 EA $ 8, $ 7, $ 9, $ 28, $ 5, $ 17, $ 9, $ 27, $ 11, $ 33, INLET (DITCH BOTTOM) (TYPE C) 1.0 EA $ 3, $ 2, $ 3, $ 3, $ 2, $ 2, $ 3, $ 3, $ 4, $ 4, INLETS (CURB) (DITCH BOTTOM) (TYPE E) (<10') 3.0 EA $ 4, $ 4, $ 4, $ 13, $ 2, $ 8, $ 4, $ 13, $ 5, $ 17, INLET (DITCH BOTTOM) (TYPE E) (J-BOTTOM) 2.0 EA $ 7, $ 5, $ 8, $ 16, $ 4, $ 8, $ 8, $ 16, $ 8, $ 17, INLET (CURB) (TYPE P-9) 2.0 EA $ 4, $ 3, $ 4, $ 9, $ 2, $ 5, $ 4, $ 9, $ 5, $ 10, INLET (GUTTER) (TYPE S) 2.0 EA $ 4, $ 3, $ 5, $ 10, $ 2, $ 5, $ 5, $ 10, $ 5, $ 10, BARRIER WALL INLET 5.0 EA $ 6, $ 6, $ 6, $ 31, $ 4, $ 20, $ 6, $ 30, $ 8, $ 40, ADJUST INLETS 1.0 EA $ 1, $ 1, $ 2, $ 2, $ $ $ 2, $ 2, $ 2, $ 2, ADJUST MANHOLE 1.0 EA $ 1, $ $ 1, $ 1, $ $ $ 1, $ 1, $ 2, $ 2, MANHOLE (TYPE P-7) (<10') 2.0 EA $ 3, $ 4, $ 3, $ 7, $ 2, $ 5, $ 3, $ 7, $ 5, $ 10, MANHOLE (TYPE J-7) (<10') 2.0 EA $ 6, $ 9, $ 7, $ 14, $ 4, $ 8, $ 7, $ 14, $ 8, $ 16, MANHOLE (TYPE P-8) 15.0 EA $ 3, $ 4, $ 3, $ 52, $ 3, $ 46, $ 3, $ 50, $ 5, $ 76, MANHOLE (TYPE P-8) (PARTIAL) 1.0 EA $ 2, $ 3, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 3, $ 3, MANHOLE (TYPE J-8) 8.0 EA $ 7, $ 4, $ 9, $ 72, $ 4, $ 34, $ 8, $ 70, $ 8, $ 68, MITERED END SECTION 18" (4:1) 1.0 EA $ 2, $ 1, $ 2, $ 2, $ $ $ 2, $ 2, $ 4, $ 4, MITERED END SECTION 36" (4:1) 3.0 EA $ 4, $ 2, $ 4, $ 12, $ 1, $ 5, $ 4, $ 12, $ 7, $ 23, STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE S.P.'S) lf $ 6.64 $ 4.78 $ 5.55 $ 6, $ $ 12, $ 5.00 $ 5, $ 5.00 $ 5, MISCELLANEOUS ASPHALT PAVEMENT TN $ $ $ $ 37, $ $ 30, $ $ 46, $ $ 23, SODDING SY $ 3.19 $ 2.79 $ 3.84 $ 127, $ 3.00 $ 99, $ 3.00 $ 99, $ 2.90 $ 96, MONITOR EXIST STRUCTS - INSPECTION AND SETTLEMENT MONITORING 1.0 LS $ 9, $ 11, $ $ $ 14, $ 14, $ 1, $ 1, $ 20, $ 20, MONITOR EXIST STRUCTS - VIBRATION MONITORING 1.0 LS $ 8, $ 15, $ $ $ 19, $ 19, $ 1, $ 1, $ 12, $ 12, F:\ROADWAY\PRO\2014\ & \3_Award Spec Forms\1_Bid Tabulations\ & Bid Tabs Page 1 of 6

2 JW Cheatham, 47 RIP-RAP, SAND CEMENT 36.2 CY $ $ $ $ 19, $ $ 6, $ $ 19, $ 1, $ 40, FENCING, TYPE B, 6' HEIGHT LF $ $ $ $ 6, $ $ 8, $ $ 1, $ $ 5, FENCE GATE (TYPE B) SWINGING (12') 1.0 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, " SCHD 80 PVC IRRIGATION SLEEVE LF $ $ $ $ 40, $ 4.75 $ 9, $ $ 39, $ $ 35, CONCRETE CURB TYPE D LF $ $ $ $ 2, $ $ 2, $ $ 2, $ $ 3, CONCRETE CURB AND GUTTER TYPE F LF $ $ $ $ 374, $ $ 342, $ $ 317, $ $ 352, CONCRETE BARRIER WALL (RIGID) (CURB AND GUTTER) LF $ $ $ $ 297, $ $ 302, $ $ 265, $ $ 287, CONCRETE SHOULDER GUTTER LF $ $ $ $ 11, $ $ 11, $ $ 11, $ $ 12, CONCRETE SIDEWALK (4" THICK) SY $ $ $ $ 266, $ $ 223, $ $ 214, $ $ 236, CONCRETE SIDEWALK (6" THICK) SY $ $ $ $ 63, $ $ 61, $ $ 37, $ $ 62, ENGRAVING OF CURB FACE 10.0 EA $ $ $ $ 3, $ $ 2, $ $ 2, $ $ 2, CLASS NS CONCRETE (GRAVITY WALL) CY $ $ $ $ 54, $ $ 89, $ $ 56, $ $ 89, STEEL GUIDERAIL LF $ $ $ $ 132, $ $ 131, $ $ 125, $ $ 119, ROADWAY GUARDRAIL LF $ $ $ $ 128, $ $ 92, $ $ 103, $ $ 96, GUARDRAIL REMOVAL LF $ 1.66 $ 3.75 $ 1.78 $ 9, $ 1.75 $ 8, $ 1.60 $ 8, $ 1.50 $ 7, THRIE-BEAM GUARDRAIL ATTACHMENT TO BRIDGE 4.0 EA $ 3, $ 2, $ 3, $ 14, $ 3, $ 14, $ 3, $ 14, $ 3, $ 14, SPECIAL SHOE GUARDRAIL ATTACHMENT TO BRIDGE 1.0 EA $ $ 2, $ 1, $ 1, $ 1, $ 1, $ $ $ $ GUARDRAIL END ANCHORAGE TYPE II 3.0 EA $ 1, $ $ 1, $ 3, $ 1, $ 3, $ $ 2, $ $ 2, GUARDRAIL END ANCHORAGE TYPE PARALLEL 6.0 EA $ 3, $ 2, $ 3, $ 19, $ 3, $ 19, $ 3, $ 19, $ 3, $ 18, SPECIAL GUARDRAIL POST 6.0 EA $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, ENCASED GUARDRAIL POST 3.0 EA $ $ $ $ $ $ $ $ $ $ COLOR TREATED AND STAMPED CONCRETE SEPARATOR SY $ $ $ $ 25, $ $ 30, $ $ 23, $ $ 28, " PVC SCHD 40 CONDUIT TRAFFIC F/O CABLE LF $ 7.48 $ $ 7.45 $ 6, $ 6.80 $ 5, $ 7.25 $ 6, $ 8.40 $ 7, SUBTOTAL (ROADWAY) $ 9,141, $ 9,391, $ 10,442, $ 9,496, BRIDGE 70 CLASS II STRUCTURAL CONCRETE (DECK) CY $ $ $ $ 284, $ $ 228, $ $ 276, $ $ 295, REINFORCING STEEL (SUPERSTRUCTURE) LB $ 1.20 $ 1.00 $ 1.11 $ 92, $ 1.50 $ 125, $ 1.10 $ 91, $ 1.10 $ 91, BRIDGE DECK EXPANSION JOINTS 94.0 LF $ $ $ $ 6, $ $ 16, $ $ 6, $ $ 9, BRIDGE DECK GROOVING - DECK THICKNESS LESS THAN 8.5" SY $ $ 9.50 $ $ 15, $ $ 22, $ $ 15, $ $ 15, CLASS II STRUCTURAL CONCRETE (APPROACH SLAB) CY $ $ $ $ 56, $ $ 23, $ $ 54, $ $ 71, REINFORCING STEEL (APPROACH SLAB) LB $ 1.23 $ 1.00 $ 1.11 $ 24, $ 1.50 $ 32, $ 1.10 $ 23, $ 1.20 $ 25, CONCRETE TRAFFIC RAILING - BRIDGE 32" F-SHAPE LF $ $ $ $ 102, $ $ 148, $ $ 78, $ $ 76, CONCRETE PARAPET - PEDESTRIAN /BICYCLE LF $ $ $ $ 251, $ $ 264, $ $ 213, $ $ 236, ALUMINUM BULLET RAILING - DOUBLE RAIL LF $ $ $ $ 57, $ $ 79, $ $ 77, $ $ 53, PRESTRESSED BEAMS, FLORIDA I BEAMS, FIB LF $ $ $ $ 744, $ $ 943, $ $ 713, $ $ 734, NEOPRENE BEARING PADS 24.0 CF $ 1, $ $ 1, $ 26, $ 1, $ 35, $ 1, $ 25, $ $ 23, CLASS IV STRUCTURAL CONCRETE (SUBSTRUCTURE) 92.9 CY $ 1, $ 1, $ 1, $ 92, $ 1, $ 105, $ $ 90, $ 1, $ 135, CLASS IV STRUCTURAL CONCRETE (MASS-STRUCTURE) CY $ 1, $ $ $ 96, $ $ 100, $ $ 93, $ 1, $ 214, CLEANING AND COATING CONCRETE SURFACE, CLASS SF $ 1.69 $ 1.70 $ 1.40 $ 14, $ 3.30 $ 33, $ 1.05 $ 10, $ 1.00 $ 10, REINFORCING STEEL (SUBSTRUCTURE) LB $ 1.28 $ 1.00 $ 1.11 $ 42, $ 1.50 $ 57, $ 1.10 $ 42, $ 1.40 $ 53, STRUCTURAL CONCRETE (18" PRESTRESSED PILES) LF $ $ $ $ 76, $ $ 162, $ $ 74, $ $ 120, STRUCTURAL CONCRETE (24" PRESTRESSED PILES) LF $ $ $ $ 76, $ $ 142, $ $ 74, $ $ 118, TEST PILES - PRESTRESSED CONCRETE, 18" SQ 65.0 LF $ $ $ $ 21, $ $ 13, $ $ 21, $ $ 59, TEST PILES - PRESTRESSED CONCRETE, 24" SQ LF $ $ $ $ 68, $ $ 42, $ $ 67, $ $ 80, CONCRETE SLOPE PAVEMENT, 4" NON REINFORCED SY $ $ $ $ 12, $ $ 25, $ $ 12, $ $ 30, RETAINING WALL SYSTEM SF $ $ $ $ 1,187, $ $ 1,094, $ $ 1,122, $ $ 1,707, F:\ROADWAY\PRO\2014\ & \3_Award Spec Forms\1_Bid Tabulations\ & Bid Tabs Page 2 of 6

3 JW Cheatham, 91 EDC INSTRUMENTATION AND INSTALLATION (TEST & PRODUCTION PILES) 38.0 EA $ 1, $ 1, $ 1, $ 46, $ 1, $ 62, $ 1, $ 45, $ 1, $ 71, REMOVAL OF EXISTING STRUCTURES 1.0 LS $ 9, $ 10, $ 5, $ 5, $ 26, $ 26, $ 1, $ 1, $ 4, $ 4, CONCRETE TRAFFIC RAILING - BRIDGE 32" F-SHAPE LF $ $ $ $ 47, $ $ 83, $ $ 46, $ $ 40, CLASS II STRUCTURAL CONCRETE (APPROACH SLAB) 11.5 CY $ $ $ 1, $ 11, $ $ 6, $ $ 11, $ 1, $ 13, REINFORCING STEEL (APPROACH SLAB) LB $ 3.13 $ 1.25 $ 1.11 $ 2, $ 1.50 $ 2, $ 1.10 $ 2, $ 8.80 $ 16, ALUMINUM BULLET RAILING - DOUBLE RAIL LF $ $ $ $ 13, $ $ 18, $ $ 18, $ $ 12, BRIDGE DECK EXPANSION JOINT, REHAB, POURED JOINT W/BACKER ROD 11.0 LF $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 4, SUBTOTAL (BRIDGE) $ 3,481, $ 3,901, $ 3,311, $ 4,327, ITS 98 CONDUIT (F&I) (OPEN TRENCH) LF $ 6.49 $ 7.25 $ 5.40 $ 4, $ 5.30 $ 4, $ 5.25 $ 4, $ $ 9, FIBER OPTIC CABLE (UNDERGROUND)( FIBERS) LF $ 3.88 $ 3.20 $ 3.90 $ 89, $ 4.00 $ 92, $ 3.80 $ 87, $ 3.80 $ 87, FIBER OPTIC CABLE (REMOVE) (UNDERGROUND) LF $ 0.49 $ 1.50 $ 0.45 $ 10, $ 0.55 $ 12, $ 0.45 $ 10, $ 0.50 $ 11, FIBER OPTIC CONNECTION (INSTALL) (SPLICE) EA $ $ $ $ 12, $ $ 15, $ $ 12, $ $ 14, PULL & SPLICE BOX (F&I) (24"X36" COVER SIZE) 1.0 EA $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, ELECTRIC SERVICE WIRE LF $ 3.53 $ 6.00 $ 3.10 $ 2, $ 2.60 $ 2, $ 3.00 $ 2, $ 5.40 $ 5, FIBER OPTIC SPLICE ENCLOSURE 7.0 EA $ $ $ $ 6, $ 1, $ 7, $ $ 5, $ 1, $ 8, FIBER OPTIC TRAY 7.0 EA $ $ $ $ $ $ $ $ $ $ SUBTOTAL (ITS) $ 129, $ 136, $ 126, $ 138, SIGNALIZATION " PVC (SCH 40) UNDERGROUND CONDUIT LF $ 6.16 $ 7.25 $ 5.40 $ 30, $ 5.80 $ 33, $ 5.25 $ 30, $ 8.20 $ 46, " (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) LF $ $ $ $ 44, $ $ 45, $ $ 42, $ $ 38, " (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) LF $ $ $ $ 27, $ $ 25, $ $ 26, $ $ 21, A SIGNAL CABLE (SPAN LENGTH 0' - 250') 1.0 PI $ 1, $ $ $ $ $ $ $ $ 4, $ 4, E SIGNAL CABLE (SPAN LENGTH 551' - 650') 2.0 PI $ 6, $ 7, $ 5, $ 10, $ 6, $ 13, $ 4, $ 9, $ 8, $ 16, G SIGNAL CABLE (SPAN LENGTH 751' - Greater) 2.0 PI $ 7, $ 6, $ 8, $ 16, $ 5, $ 10, $ 7, $ 15, $ 9, $ 19, A PEDESTRIAN SIGNAL CABLE - 4 CONDUCTOR 1.0 PI $ 1, $ 1, $ $ $ $ $ $ $ 1, $ 1, A PEDESTRIAN SIGNAL CABLE - 7 CONDUCTOR 1.0 PI $ 1, $ 1, $ 1, $ 1, $ 2, $ 2, $ 1, $ 1, $ 1, $ 1, FIBER OPTIC CABLE, (FSM) 12-COUNT (UNDERGROUND) LF $ 2.74 $ 1.75 $ 2.55 $ 1, $ 3.10 $ 1, $ 2.50 $ 1, $ 2.80 $ 1, FIBER OPTIC CABLE, (FSM) 48-COUNT (UNDERGROUND) LF $ 2.74 $ 1.95 $ 2.55 $ 13, $ 3.10 $ 16, $ 2.50 $ 13, $ 2.80 $ 14, FIBER OPTIC CONN. HADWR. (F&I) (SPLICE ENCLOSURE) 3.0 EA $ 1, $ $ $ 2, $ 1, $ 3, $ $ 2, $ 1, $ 4, FIBER OPTIC CONN. HADWR. (F&I) (SPLICE TRAY) 3.0 EA $ $ $ $ $ $ $ $ $ $ FIBER OPTIC CONNECTION, INSTALL SPLICE 36.0 EA $ $ $ $ 1, $ $ 1, $ $ 1, $ $ 1, FIBER OPTIC CONNECTION, INSTALL TERMINATION 3.0 EA $ 1, $ 1, $ 1, $ 4, $ 1, $ 5, $ 1, $ 4, $ 1, $ 5, PULL BOX (13" x 24" x 12"D) HEAVY DUTY COVERS (TIER 15) 60.0 EA $ $ $ $ 24, $ $ 52, $ $ 23, $ $ 49, A PULL BOX (17" x 30" x 12"D) HEAVY DUTY COVERS (TIER 15) 3.0 EA $ $ $ $ 1, $ $ 2, $ $ 1, $ 1, $ 3, B PULL BOX (17" x 30" x 24"D) HEAVY DUTY SPLIT COVERS (ITS) (TIER 15) 11.0 EA $ $ $ $ 7, $ 1, $ 11, $ $ 7, $ 1, $ 14, A PULL BOX (30" x 48" x 24"D) HEAVY DUTY SPLIT COVERS (ITS) (TIER 15) 5.0 EA $ 1, $ 1, $ 1, $ 9, $ 1, $ 7, $ 1, $ 9, $ 2, $ 11, ELECTRICAL POWER SERVICE (UNDERGROUND) 3.0 AS $ 2, $ 2, $ 2, $ 6, $ 2, $ 6, $ 2, $ 6, $ 3, $ 11, ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) LF $ 3.70 $ 6.00 $ 3.35 $ $ 2.70 $ $ 3.25 $ $ 5.50 $ 1, ELECTRICAL SERVICE DISCONNECT 3.0 EA $ $ $ $ $ $ 2, $ $ $ 1, $ 3, B CONCRETE POLE REMOVAL - DEEP (INCLUDES POLE AND COMPLETE 127 REMOVAL OF THE POLE FOUNDATIOND DEPTH OF UP TO 25 FEET) INCLUDES DISPOSAL EA $ 4, $ 5, $ 6, $ 24, $ 4, $ 19, $ 5, $ 23, $ 2, $ 8, OF POLE WHEN INSTRUCTED BY ENGINEER ALUMINUM SIGNALS POLE, PEDESTAL WITH TRANSFORMER BASE (8 FEET ABOVE GROUND) 25.0 EA $ 1, $ 1, $ $ 24, $ 1, $ 34, $ $ 23, $ 1, $ 26, SIGNAL PEDESTAL, REMOVE 8.0 EA $ $ $ $ $ $ $ $ $ $ 1, MAST ARM ASSY D3-S22 46' W/LUM (POWDER COATED FINISH) 2.0 EA $ 34, $ 31, $ 32, $ 65, $ 34, $ 68, $ 31, $ 63, $ 40, $ 80, F:\ROADWAY\PRO\2014\ & \3_Award Spec Forms\1_Bid Tabulations\ & Bid Tabs Page 3 of 6

4 JW Cheatham, MAST ARM ASSY D5-S23 60' W/LUM (POWDER COATED FINISH) 5.0 EA $ 41, $ 37, $ 39, $ 196, $ 41, $ 207, $ 38, $ 190, $ 46, $ 233, MAST ARM ASSY D6-S24 70' 6" W/LUM (POWDER COATED FINISH) 3.0 EA $ 47, $ 41, $ 46, $ 140, $ 48, $ 144, $ 45, $ 136, $ 50, $ 150, CUSTOM M.A CUSTOM M.A (F&I) (DOUBLE ARM/ W LUMINARE ) 1.0 EA $ 52, $ 50, $ 52, $ 52, $ 48, $ 48, $ 51, $ 51, $ 58, $ 58, REMOVE STEEL MAST ARM ASSEMBLY - DEEP REMOVAL (INCLUDES ARM (S), UPRIGHT AND WHOLE BURIED ATTACHMENTS TO THE DEPTH OF EXISTING FOUDATION BELOW GROUND) INCLUDES DELIVERY OF REMOVED MAST ARM EQUIPMENT) TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES EA $ 9, $ 10, $ 9, $ 9, $ 13, $ 13, $ 9, $ 9, $ 3, $ 3, BACKPLATES 35.0 AS $ 1, $ 1, $ 1, $ 35, $ 1, $ 37, $ $ 34, $ $ 34, TRAFFIC SIGNAL HEAD ALUMINUM (4-SECTION, 1-WAY) INCLUDES BACKPLATES 2.0 AS $ 1, $ 1, $ 1, $ 3, $ 1, $ 2, $ 1, $ 2, $ 1, $ 2, TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES 6.0 AS $ 1, $ 1, $ 1, $ 9, $ 1, $ 10, $ 1, $ 9, $ 1, $ 8, TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL 4.0 EA $ $ $ $ $ $ $ $ $ $ PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM 22.0 EA $ $ $ $ 14, $ $ 15, $ $ 13, $ $ 16, PEDESTRIAN SIGNAL - COUNT DOWN (2-WAY) ALUMINUM 3.0 EA $ 1, $ 1, $ 1, $ 3, $ 1, $ 3, $ 1, $ 3, $ 1, $ 4, RECTANGULAR RAPID FLASHING BEACON, SOLAR POWERED, SINGLE DIRECTION 2.0 EA $ 9, $ 10, $ 10, $ 20, $ 6, $ 13, $ 9, $ 19, $ 9, $ 19, B3 VIDEO IMAGE DETECTION 3 - CAMERA SYSTEM (ITERIS) COMPLETE. 1.0 EA $ 25, $ 25, $ 25, $ 25, $ 24, $ 24, $ 25, $ 25, $ 26, $ 26, B4 VIDEO IMAGE DETECTION 4 - CAMERA SYSTEM (ITERIS) COMPLETE. 3.0 EA $ 30, $ 30, $ 32, $ 98, $ 29, $ 89, $ 31, $ 95, $ 29, $ 87, PEDESTRIAN DETECTOR (PUSH BUTTON) 28.0 EA $ $ $ $ 4, $ $ 4, $ $ 4, $ $ 6, A TRAFFIC CONTROLLER ASSEMBLY (TYPE 5) AS PER NAZTEC 3.0 AS $ 27, $ 31, $ 29, $ 87, $ 24, $ 74, $ 28, $ 84, $ 29, $ 87, REMOVE CONTROLLER ASSEMBLY COMPLETE WITH FOUNDATION - INCLUDES DELIVERY OF REMOVED CONTROLLER EQUIPMENT 1.0 EA $ $ $ $ $ $ $ $ $ $ MANAGED FIELD ETHERNET SWITCH (F&I) 3.0 EA $ 3, $ 2, $ 3, $ 9, $ 3, $ 11, $ 3, $ 9, $ 3, $ 10, UNINTERRUPTIBLE POWER SUPPLY (F&I) (LINE INTERACTIVE) 3.0 EA $ 6, $ 5, $ 9, $ 28, $ $ 1, $ 9, $ 27, $ 5, $ 17, REMOVE MISCELLANEOUS SIGNAL EQUIPMENT 5.0 EA $ $ 1, $ $ 4, $ $ $ $ 4, $ 1, $ 9, INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT 10.0 EA $ 3, $ 3, $ 3, $ 33, $ 3, $ 30, $ 3, $ 33, $ 3, $ 33, SUBTOTAL (SIGNALIZATION) $ 1,099, $ 1,101, $ 1,069, $ 1,200, LIGHTING 149 CONDUIT (F&I) (OPEN TRENCH) LF $ 6.05 $ 7.25 $ 5.40 $ 3, $ 6.05 $ 3, $ 5.25 $ 3, $ 7.50 $ 4, CONDUIT (F&I) (DIRECTIONAL BORE) LF $ $ $ $ 5, $ $ 5, $ $ 5, $ $ 4, CONDUIT (F&I) (BRIDGE MOUNT) LF $ $ $ $ 6, $ 9.80 $ 4, $ $ 6, $ $ 5, PULL & SPLICE BOX (F&I) (13"X24" COVER SIZE) 6.0 EA $ $ $ $ 2, $ $ 5, $ $ 2, $ $ 4, JUNCTION BOX, (F&I), MOUNTED 2.0 EA $ $ $ $ $ $ $ $ $ 2.10 $ ELECTRIC POWER SERVICE (F&I)(UNDERGROUND)(METER NOT REQ) 1.0 AS $ 2, $ 2, $ 2, $ 2, $ 1, $ 1, $ 2, $ 2, $ 2, $ 2, ELECTRIC SERVICE WIRE LF $ 2.93 $ 6.00 $ 3.35 $ 3, $ 2.60 $ 2, $ 3.25 $ 3, $ 2.50 $ 2, LIGHTING CONDUCTORS (F&I) (INSULLATED)(NO. 10 OR <) LF $ 0.99 $ 1.10 $ 0.85 $ 1, $ 1.30 $ 1, $ 0.80 $ $ 1.00 $ 1, LIGHTING CONDUCTORS (F&I) (INSULLATED)(NO. 8 TO 6) LF $ 1.25 $ 4.60 $ 1.20 $ $ 1.00 $ $ 1.20 $ $ 1.60 $ LIGHTING CONDUCTORS (F&I) (INSULLATED)(NO. 4 TO 2) LF $ 1.83 $ 2.25 $ 1.65 $ 6, $ 1.30 $ 4, $ 1.65 $ 6, $ 2.70 $ 9, LIGHT POLE COMPLETE (RELOCATE) 1.0 EA $ 2, $ 2, $ $ $ 5, $ 5, $ $ $ 4, $ 4, LOAD CENTER (F&I) (SECONDARY VOLTAGE) 1.0 EA $ 15, $ 12, $ 14, $ 14, $ 17, $ 17, $ 13, $ 13, $ 16, $ 16, LOAD CENTER (REMOVE) (SECONDARY VOLTAGE) 1.0 EA $ 1, $ $ $ $ 1, $ 1, $ $ $ 1, $ 1, LUMINAIRE (F&I) (UNDERDECK) (WALL MOUNT) 4.0 EA $ $ $ $ 3, $ 1, $ 4, $ $ 2, $ $ 3, POLE CABLE DISTRIBUTION SYSTEM (CONVENTIONAL) 1.0 EA $ $ $ $ $ $ $ $ $ $ POLE CABLE DISTRIBUTION SYSTEM (WALL MOUNT) 4.0 EA $ $ $ $ 1, $ $ 2, $ $ 1, $ $ 1, SUBTOTAL (LIGHTING) $ 52, $ 61, $ 51, $ 64, F:\ROADWAY\PRO\2014\ & \3_Award Spec Forms\1_Bid Tabulations\ & Bid Tabs Page 4 of 6

5 JW Cheatham, UTILITY FT DIAMETER WATER MAIN CONFLICT STRUCTURE 3.0 EA $ 14, N/A $ 14, $ 42, $ 7, $ 22, $ 13, $ 40, $ 23, $ 69, REVISED STORM INLET STRUCTURE/ WATER MAIN CONFLICT STRUCTURE 2.0 EA $ 14, N/A $ 16, $ 33, $ 3, $ 6, $ 16, $ 32, $ 20, $ 41, RELOCATE EXISTING 8" WATER MAIN WITH (4) 45 DEGREE BENDS 1.0 EA $ 6, N/A $ 7, $ 7, $ $ $ 7, $ 7, $ 10, $ 10, RELOCATE EXISTING 10" WATER MAIN WITH (4) 45 DEGREE BENDS 2.0 EA $ 7, N/A $ 8, $ 16, $ $ $ 7, $ 15, $ 11, $ 22, RELOCATE EXISTING 4" FORCE MAIN WITH (4) 45 DEGREE BENDS 3.0 EA $ 6, N/A $ 7, $ 21, $ $ 1, $ 6, $ 20, $ 10, $ 31, ADJUST EXISTING VALVE BOX COVERS TO MATCH FINISHED GRADES 10.0 EA $ N/A $ $ 9, $ $ 1, $ $ 9, $ 1, $ 15, ADJUST EXISTING WATER/SEWER ARV MANHOLE TOPS 2.0 EA $ 1, N/A $ 2, $ 4, $ $ $ 2, $ 4, $ 1, $ 3, CUT, PLUG & REMOVE ABANDONED 4" FORCE MAIN -10 LF SECTION 5.0 EA $ 1, N/A $ 1, $ 9, $ $ 4, $ 1, $ 8, $ 2, $ 12, CONTINGENCY SUBTOTAL (UTILITY) $ 144, $ 39, $ 140, $ 206, Premium for Conflict Condition (See SP's) 1.0 EA $ 16, $ 10, $ 6, $ 6, $ 46, $ 46, $ 6, $ 6, $ 8, $ 8, Class I Concrete (Miscellaneous ) 30.0 CY $ $ $ $ 8, $ $ 4, $ $ 5, $ $ 18, Flowable Fill 30.0 CY $ $ $ $ 15, $ $ 3, $ $ 5, $ $ 7, Changeable (Variable Message) Sign (Non MOT) ED $ $ $ $ 3, $ $ 3, $ $ 3, $ $ 3, Traffic Control Officer (Non MOT) HR $ $ $ $ 20, $ $ 12, $ $ 15, $ $ 15, Removal and Disposal of Unsuitable Material CY $ $ $ $ 3, $ $ 1, $ $ 2, $ $ 2, Storm Sewer Cleaning (Exist.) ( 24" Or Less ) (See SP's) LF $ 6.93 $ 4.41 $ 7.80 $ 9, $ $ 13, $ 7.00 $ 8, $ 1.90 $ 2, TREE SPADE UNIT 20.0 EA $ 1, $ $ $ 5, $ $ 17, $ 1, $ 22, $ 2, $ 40, PALM TREES RELOCATION UNIT 20.0 EA $ $ $ $ 3, $ $ 11, $ $ 10, $ 1, $ 28, Storm Sewer Cleaning (Exist.) (>48") (See SP's) 65.0 LF $ $ 6.00 $ $ 2, $ $ 2, $ $ 2, $ 7.40 $ P-7 Manhole Partial 1.0 EA $ 3, $ 3, $ 3, $ 3, $ 2, $ 2, $ 3, $ 3, $ 3, $ 3, Relocate Street Light - Gross Pointe Drive 5.0 EA $ 1, $ 2, $ $ 3, $ 3, $ 16, $ $ 3, $ 2, $ 10, SUBTOTAL (CONTINGENCY) $ 86, $ 135, $ 88, $ 140, TOTAL BID AMOUNT $14,135, $14,767, $15,229, $15,575, F:\ROADWAY\PRO\2014\ & \3_Award Spec Forms\1_Bid Tabulations\ & Bid Tabs Page 5 of 6

6 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: 1 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 CONCRETE SAW CUT, REMOVAL OF GUARDRAIL AND DISPOSAL (AS REQUIRED) IS INCLUDED IN THE WORK FOR "CLEARING AND GRUBBING", LS. 4 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. 7 THE COST FOR "SAW CUT AND BUTT JOINT", AS REQUIRED, SHALL BE INCIDENTAL TO THE RELATED ASPHALT ITEM. 8 SODDING SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OF THESE SPECIFICATIONS. 9 CHANGEABLE (VARIABLE) MESSAGE SIGN (NON-MOT) AND TRAFFIC CONTROL OFFICERS (NON-MOT) SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS. 10 TREE SPADE UNIT INCLUDES RELOCATION OF TREES WITHIN THE PROJECT LIMITS. 11 PALM TREES RELOCATION UNIT INCLUDES RELOCATION OF TREES WITHIN THE PROJECT LIMITS 12 PREMIUM FOR CONFLICT CONDITION SHALL INCLUDE COSTS OF REQUIRED STEEL CASING, AS DIRECTED BY THE ENGINEER. 13 MAINTENANCE OF TRAFFIC (I-95) INCLUDES ALL THE WORK ASSOCIATED WITH I-95 (PAVEMENT, SODDING, PAVEMENT MARKING, ETC ) Working days to complete project: 540 calendar days (See Special Provisions) Bids as read at opening on Friday, June 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\2014\ & \3_Award Spec Forms\1_Bid Tabulations\ & Bid Tabs 6 of 6

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

Sandalfoot Blvd. & SR 7 and SW 3rd St. & SR 7 Bridge Replacements WEEKLEY ASPHALT PAVING, INC. KIEWIT INFRASTRUCTURE CO. RUSSELL ENGINEERING ROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 BRIDGE 37 38 39 40 41 42 43 REGULAR PAY Mobilization 1 LS $ 424,200.00 $ 238,930.61 $ 445,000.00