Bike Path/Trail/Drainage Improvements/Sidewalk

The improvements under this contract consist of constructing an asphalt shared use path, bus shelter pads, curb and gutter, guardrail, gravity wall, turnouts, drainage improvements, ditch regrading, signing and pavement markings, lighting, and signalization work for 4.3 miles along the north side of State Road 80 from Shore land Drive to CR 80 (Buckingham Road / Old Olga Road) Section 0001 Roadway 0101- 1- Mobilization (42982315201) Ls 1.000 0101- 1- Mobilization (43534115201) Ls 1.000 0102- 1- Maintenance of Traffic (42982315201) Ls 1.000 0102- 1- Maintenance of Traffic (43534115201) Ls 1.000 0102- 3- Commercial Material for Temporary Drivewaymaintenancecy 796.300 0102- 60- Work Zone Sign Ed 31,075.000 0102- 61- Business Sign Ea 45.000 0102- 71- 13 Temporary Barrier, F&i, Low Profile, Concrete Lf 612.000 0102- 74- 1 Channelizing Device- Types I, Ii, Di, Vp, Drum, or Lcd Ed 103,400.000 0102- 74- 8 Channelizing Device- Pedestrian Lcd (Longitudinalchannelizing Device)fd 18,975.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 1,650.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 966.000 0104- 10- 3 Sediment Barrier Lf 30,277.000 0104- 15- Soil Tracking Prevention Device Ea 4.000 0104- 18- Inlet Protection System Ea 29.000 0107- 1- Litter Removal Ac 333.980 0107- 2- Mowing Ac 248.390 0110- 1- 1 Clearing & Grubbing (42982315201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43534115201) Ls 1.000 0110- 2- 2 Selective Clearing and Grubbing, Areas With Trees Toremainac 1.800 0110- 4- 10 Removal of Existing Concrete Sy 1,113.000 0110- 7- 1 Mailbox, F&i Single Ea 39.000 0120- 1- Regular Excavation Cy 6,550.600 0120- 6- Embankment Cy 8,677.900 0160- 4- Type B Stabilization Sy 31,659.000 0285-701- Optional Base, Base Group 01 Sy 22,995.000 0286- 1- Turnout Construction/driveway Base- Optional Materials Sy 5,166.000 0327- 70- 1 Milling Existing Asphalt Pavement, 1" Avg Depth Sy 3,226.000 0334- 1- 13 Superpave Asphaltic Conc, Traffic C Tn 2,350.600 0337- 7- 83 Asphalt Concrete Friction Course,traffic C, Fc-12.5, Pg 76-22tn 20.900 0339- 1- Miscellaneous Asphalt Pavement Tn 11.800 0400- 0- 11 Concrete Class Ns, Gravity Wall Index 400-011 Cy 128.700 0425- 1-521 Inlets, Dt Bot, Type C,<10' Ea 2.000 0425- 1-541 Inlets, Dt Bot, Type D, <10' Ea 13.000 0425- 1-581 Inlets, Dt Bot, Type H, <10' Ea 2.000 0430-174-115 Pipe Culvert, Optional Material, Round, 15"Sd Lf 126.000 0430-174-118 Pipe Culvert, Optional Material, Round, 18"Sd Lf 568.000 0430-174-124 Pipe Culvert, Optional Material, Round, 24"Sd Lf 1,030.000 0430-174-224 Pipe Culvert, Optional Material, Other Shape - Ellip/arch,24"Sdlf 145.000 0430-174-230 Pipe Culvert, Optional Material, Other Shape - Ellip/arch,30"Sdlf 933.000 0430-175-118 Pipe Culvert,optional Material,round, 18"S/cd Lf 324.000 0430-175-124 Pipe Culvert,optional Material,round, 24"S/cd Lf 395.000 0430-175-130 Pipe Culvert, Opt Material, Round, 30"S/cd Lf 773.000 0430-175-136 Pipe Culvert, Opt Material, Round, 36"S/cd Lf 16.000 0430-175-218 Pipe Culvert,optional Material,other-elip/arch, 18"S/cd Lf 100.000 0430-175-224 Pipe Culvert,optional Material,other Shape-elip/arch,24"S/cdlf 1,016.000 0430-175-230 Pipe Culvert, Opt Material, Other Shape - Elip/arch, 30"S/cd Lf 639.000 0430-530-200 Straight Concrete Endwalls, 30", Double, 0 Degrees,roundea 1.000 0430-536-200 Straight Concrete Endwalls, 36", Double, 0 Degrees,roundea 1.000 0430-963- 2 Pvc Pipe for Back of Sidewalk, Non Standard Diameter Lf 49.000 0430-984-123 Mitered End Section, Optional Round, 15" Sd Ea 7.000 0430-984-125 Mitered End Section, Optional Round, 18" Sd Ea 27.000 0430-984-129 Mitered End Section, Optional Round, 24" Sd Ea 25.000 0430-984-133 Mitered End Section , Optional Round, 30" Sd Ea 2.000 0430-984-625 Mitered End Sect, Optional - Elliptical / Arch, 18" Sd Ea 1.000 0430-984-629 Mitered End Sect, Optional - Elliptical / Arch, 24" Sd Ea 2.000 0430-984-633 Mitered End Sect, Optional /ellip/arch, 30" Sd Ea 22.000 0515- 1- 1 Pipe Handrail - Guiderail, Steel Lf 145.000 0515- 2-111 Pedestrian / Bicycle Railing, Ns, 42" Type 1 Lf 145.000 0520- 1- 7 Concrete Curb & Gutter, Type E Lf 530.000 0520- 1- 10 Concrete Curb & Gutter, Type F Lf 111.000 0520- 2- 2 Concrete Curb, Type B Lf 18.000 0522- 1- Concrete Sidewalk and Driveways, 4" Thick Sy 8,566.000 0522- 2- Concrete Sidewalk and Driveways, 6" Thick Sy 794.000 0524- 1- 1 Concrete Ditch Pavt, Non Reinforced, 3" Sy 50.000 0527- 2- Detectable Warnings Sf 1,451.000 0530- 3- 4 Riprap, Rubble, F&i, Ditch Lining Tn 41.900 0536- 1- 1 Guardrail -roadway, General Tl-3 Lf 263.000 0536- 6- Pipe Rail for Guardrail Lf 187.000 0536- 7- 2 Special Guardrail Post- Special Steel Post for Concretestructure Mountea 16.000 0536- 73- Guardrail Removal Lf 256.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 1.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 1.000 0570- 1- 1 Performance Turf Sy 54,043.000 0570- 1- 2 Performance Turf, Sod Sy 19,192.000 0710- 11-123 Painted Pavement Markings, Standard, White, Solid Forcrosswalk and Roundabout, 12"Lf 2,346.000 0710- 11-125 Painted Pavement Markings, Standard, White, Solid Forstop Line or Crosswalk, 24"Lf 1,433.000 0999- 25- Initial Contingency Amount, Do Not Bid (42982315201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (43534115201) Ls 1.000 Section 0002 Signing 0700- 1- 11 Single Post Sign, F&i Ground Mount, Up to 12 Sf as 21.000 0700- 1- 50 Single Post Sign, Relocate as 53.000 0700- 1- 60 Single Post Sign, Remove as 20.000 0700- 2- 14 Multi- Post Sign, F&i Ground Mount, 31-50 Sf as 1.000 0700- 2- 60 Multi- Post Sign, Remove as 1.000 0700- 3-101 Sign Panel, Furnish & Install Ground Mount, Up to 12 Sf Ea 1.000 0700- 3-601 Sign Panel, Remove, Up to 12 Sf Ea 2.000 0710- 90- Painted Pavement Markings, Final Surface (42982315201) Ls 1.000 0710- 90- Painted Pavement Markings, Final Surface (43534115201) Ls 1.000 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" for Crosswalkand Roundaboutlf 2,346.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" for Stop Lineand Crosswalklf 472.000 0711- 14-125 Thermoplastic, Preformed, White, Solid, 24" Forcrosswalklf 890.000 0711- 17- 1 Thermoplastic, Remove Existing Thermoplastic Pavementmarkings- Surface to Remainsf 2,131.000 Section 0003 Lighting 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 64.000 0630- 2- 14 Conduit, Furnish & Install, Aboveground Lf 71.000 0635- 2- 11 Pull & Splice Box, F&i, 13" X 24" Cover Size Ea 20.000 0639- 1-410 Electrical Power Service, Rel Overhead as 3.000 0715- 1- 12 Lighting Conductors, F&i, Insulated, No.8 - 6 Lf 930.000 0715- 1- 13 Lighting Conductors, F&i, Insulated, No 4 to No 2 Lf 357.000 Section 0004 Signalization 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 370.000 0632- 7- 1 Signal Cable- New or Reconstructed Intersection,furnish & Installpi 3.000 0632- 7- 6 Signal Cable, Remove- Intersection Pi 3.000 0635- 2- 12 Pull & Splice Box, F&i, 24" X 36" Cover Size Ea 23.000 0646- 1- 11 Aluminum Signals Pole, Pedestal Ea 14.000 0646- 1- 12 Aluminum Signals Pole, Furnish & Install Pedestriandetector Postea 2.000 0646- 1- 40 Aluminum Signals Pole, Relocate Ea 4.000 0646- 1- 60 Aluminum Signals Pole, Remove Ea 6.000 0653- 1- 11 Pedestrian Signal, Furnish & Install Led Countdown, 1wayas 14.000 0653- 1- 60 Pedestrian Signal, Remove Ped Signal- Pole/pedestal Toremainas 4.000 0665- 1- 11 Pedestrian Detector, Furnish & Install, Standard Ea 16.000 0665- 1- 60 Pedestrian Detector, Remove- Pole/pedestal to Remain Ea 4.000 0670- 5-400 Traffic Controller Assembly, Modify as 3.000 0685- 1- 12 Uninterruptible Power Supply, Furnish and Install,online/double Conversionea 3.000 Section 0005 Intelligent Transportation System 0633- 1-420 Fiber Optic Cable, Relocate, Underground Lf 78.000 0635- 2- 12 Pull & Splice Box, F&i, 24" X 36" Cover Size Ea 12.000

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.