Add Auxiliary Lane(S) Prequalification Required

The Improvements under this Contract consist of widening the existing roadway to extend the eastbound auxiliary lane from the Weigh-in-Motion station to McIntosh Road, shoulder widening on the eastbound McIntosh Road off-ramp, signing and pavement marking, lighting, and minor drainage improvements in Hillsborough County. Section 0001 Roadway 0101- 1- Mobilization (44108415201) Ls 1.000 0102- 1- Maintenance Of Traffic (44108415201) Ls 1.000 0102- 14- Traffic Control Officer Hr 216.000 0102- 60- Work Zone Sign Ed 3,672.000 0102- 71- 15 Temporary Barrier, f&i, Anchored Lf 4,988.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 6,560.000 0102- 74- 2 Channelizing Device, Type Iii, 6` Ed 18.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 26.000 0102- 89- 1 Temporary Crash Cushion, Redirective Option Lo 1.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 166.000 0102-104- Temporary Signalization And Maintenance, Intersection Ed 150.000 0102-107- 1 Temporary Traffic Detection And Maintenance, Intersection Ed 150.000 0102-150- 1 Portable Regulatory, Sign Ed 300.000 0102-150- 2 Radar Speed Display Unit Ed 300.000 0104- 1- Artificial Coverings /Rolled Erosion Control Products Sy 225.000 0104- 10- 3 Sediment Barrier Lf 1,587.000 0104- 15- Soil Tracking Prevention Device Ea 3.000 0104- 18- Inlet Protection System Ea 1.000 0104- 19- Chemical Treatment- Powdered, For Erosion Control Sy 225.000 0107- 1- Litter Removal Ac 76.800 0107- 2- Mowing Ac 62.760 0110- 1- 1 Clearing & Grubbing (44108415201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 540.000 0120- 1- Regular Excavation Cy 3,336.000 0120- 4- Subsoil Excavation Cy 2,949.000 0120- 6- Embankment Cy 7,736.000 0160- 4- Type b Stabilization Sy 1,805.000 0285-706- Optional Base, Base Group 06 Sy 1,297.000 0285-709- Optional Base, Base Group 09 Sy 4,361.000 0285-712- Optional Base, Base Group 12 Sy 308.000 0285-715- Optional Base, Base Group 15 Sy 5,303.000 0327- 70- 6 Milling Exist Asph Pavt, 1 1/2" Avg Depth Sy 261.000 0327- 70- 15 Milling Exist Asph Pavt, 2 3/4" Avg Depth Sy 366.000 0327- 70- 19 Milling Exist Asph Pavt, 3/4" Avg Depth Sy 759.000 0334- 1- 12 Superpave Asphaltic Conc, Traffic b Tn 348.200 0334- 1- 53 Superpave Asphaltic Concrete, Traffic c, Pg76-22 Tn 155.000 0334- 1- 55 Superpave Asphaltic Concrete, Traffic e, Pg76-22 Tn 1,661.400 0337- 7- 25 Asphalt Concrete Friction Course, Inc Bit, Fc-5, Pg 76-22 Tn 237.600 0337- 7- 83 Asphalt Concrete Friction Course,Traffic c, Fc-12.5, Pg 76-22 Tn 196.700 0400- 1- 2 Concrete Class i, Endwalls Cy 4.500 0425- 1-541 Inlets, Dt Bot, Type d, <10` Ea 1.000 0425- 1-543 Inlets, Ditch Bottom, Type d, j Bot, <10` Ea 1.000 0430-174-118 Pipe Culvert, Optional Material, Round, 18"Sd Lf 32.000 0430-174-124 Pipe Culvert, Optional Material, Round, 24"Sd Lf 19.000 0430-174-136 Pipe Culvert, Optional Material, Round, 36"Sd Lf 475.000 0430-174-142 Pipe Culvert, Optional Material, Round, 42"Sd Lf 4.000 0430-612-025 u-Endwall With Grate, Index 261/430-011, 1:6 Slope, 18"Pipe Ea 1.000 0430-984-125 Mitered End Section, Optional Round, 18" Sd Ea 4.000 0430-984-138 Mitered End Section , Optional Round, 36" Side Drain Ea 1.000 0524- 1- 2 Concrete Ditch Pavement, Non Reinforced, 4" Sy 560.000 0546- 72- 1 Ground-In Rumble Strips, 16" Gm 0.604 0570- 1- 2 Performance Turf, Sod Sy 22,510.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 0.310 0999- 25- Initial Contingency Amount, Do Not Bid (44108415201) Ls 1.000 Section 0002 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 4.000 0700- 1- 50 Single Post Sign, Relocate As 10.000 0700- 1- 60 Single Post Sign, Remove As 1.000 0700- 2- 50 Multi- Post Sign, Ground Mount, Relocate As 5.000 0700- 2- 60 Multi- Post Sign, Remove As 2.000 0700- 3-203 Sign Panel, Furnish & Install Overhead Mount, 21-30 Sf Ea 2.000 0700- 3-206 Sign Panel, Furnish & Install Overhead Mount, 101-200 Sf Ea 2.000 0700- 4-114 Overhead Static Sign Structure, Furnish & Install, Cantilever, 41-50 Ft Ea 2.000 0705- 11- 1 Delineator, Flexible Tubular Ea 33.000 0710- 90- Painted Pavement Markings, Final Surface (44108415201) Ls 1.000 0711- 11-103 Thermoplastic, Standard, White, Solid, 12" For Interchange Markings Gm 0.162 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 24.000 0711- 14-160 Thermoplastic, Preformed, White, Message Ea 1.000 0711- 15-101 Thermoplastic, Standard-Open Graded Asphalt Surfaces White, Solid, 6" Gm 0.779 0711- 15-131 Thermoplastic, Standard-Open Graded Asphalt Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 0.174 0711- 15-133 Thermoplastic, Standard-Open Graded Asphalt Surfaces, White, Skip, 12"- Approach To Toll Plaza Or 3-9 Lane Drop Gm 0.443 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 0.216 0711- 16-131 Thermoplastic, Other Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 0.115 Section 0003 Lighting 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 5,865.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 28.000 0715- 1- 13 Lighting Conductors, f&i, Insulated, No 4 To No 2 Lf 14,865.000 0715- 1- 14 Lighting Conductors, f&i, Insulated, No 1 To No 0 Lf 4,626.000 0715- 1- 60 Lighting Conductors, Remove & Dispose, Contractor Owns Lf 5,673.000 0715- 4- 15 Light Pole Complete, Furnish & Install Standard Pole Standard Foundation, 50` Mounting Height Ea 17.000 0715- 4- 60 Light Pole Complete, Relocate Ea 7.000 0715- 7- 21 Load Center, Rework, Secondary Voltage Ea 1.000 0715- 11-213 Luminaire, f&i- Replace Existing Luminaire On Existing Pole/Arm, Roadway, Pole Top Ea 7.000 0715-500- 1 Pole Cable Distribution System, Furnish And Install, Conventional Ea 24.000

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.