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Last Updated 09/01/2020 06:10 AM
Project Title

Resurfacing/Safety Improvements

Physical Address View project details and contacts
City, State (County) FL   (Osceola County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $19,911,574
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Work consists of providing all labor, materials, equipment and incidentals necessary for resurfacing and safety improvements for the Florida's Turnpike Mainline (SR 91) from MM 190.500 to MM 198.500 (County Mile Post 0.00 to County Mile Post 8.00), in Osceola County (92470-000) for a total length of 8.00 miles. Safety improvements will include constructing ground-in rumble strips, replace guardrails, correct cross slope and superelevation, replace non-compliant signs, and install underdeck lighting at SR 60 underpass and lighting at the Yeehaw Junction interchange ramps. Section 0001 Structures 0401- 70- 2 Restore Spalled Areas, Latex Modified Mortar- Styrene Butadiene Cf 10.000 0401- 70- 7 Restore Spalled Areas, Shotcrete Cf 1,601.900 0411- 1- Epoxy Material For Crack Injection- Structures Rehab Ga 1.000 0411- 2- Cracks Inject & Seal- Structures Rehab Lf 107.000 0430-950- Desilting Concrete Box Culvert Cy 95.300 0458- 1- 21 Bridge Deck Expansion Joint, Rehabilitation, Poured Joint With Backer Rod Lf 1,082.000 0458- 2- Polymer Nosing For Bridge Deck Expansion Joint Cf 450.000 0460- 71- 1 Metal Traffic Railing, Thrie Beam Retrofit Lf 426.000 Section 0002 Roadway 0101- 1- Mobilization (44070015201) Ls 1.000 0101- 1- Mobilization (44070025201) Ls 1.000 0102- 1- Maintenance Of Traffic (44070015201) Ls 1.000 0102- 1- Maintenance Of Traffic (44070025201) Ls 1.000 0102- 2-200 Special Detour- Temporary Pavement (44070015201) Ls 1.000 0102- 2-300 Special Detour- Temporary Earthwork/Base (44070015201) Ls 1.000 0102- 30- 14 Temporary Highway Lighting, Project 440700-1-52-01 Ls 1.000 0102- 60- Work Zone Sign Ed 18,620.000 0102- 71- 15 Temporary Barrier, f&i, Anchored Lf 1,260.000 0102- 71- 25 Temporary Barrier, Relocate, Anchored Lf 84.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 239,340.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 642.000 0102- 78- Temporary Retroreflective Pavement Marker Ea 4,520.000 0102- 89- 1 Temporary Crash Cushion, Redirective Option Lo 6.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 1,220.000 0102-115- Type Iii Barricade Ed 610.000 0102-150- 1 Portable Regulatory, Sign Ed 1,828.000 0102-150- 2 Radar Speed Display Unit Ed 1,828.000 0104- 10- 3 Sediment Barrier Lf 92,737.000 0104- 11- Floating Turbidity Barrier Lf 776.000 0104- 18- Inlet Protection System Ea 41.000 0107- 1- Litter Removal Ac 2,432.620 0107- 2- Mowing Ac 1,853.490 0108- 1- Monitor Existing Structures- Inspection And Settlement Monitoring (44070025201) Ls 1.000 0108- 2- Monitor Existing Structures- Vibration Monitoring (44070025201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (44070015201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 19.000 0120- 1- Regular Excavation Cy 10,057.000 0120- 6- Embankment Cy 3,859.000 0160- 4- Type b Stabilization Sy 6,943.000 0285-701- Optional Base, Base Group 01 Sy 4,110.000 0285-704- Optional Base, Base Group 04 Sy 2,933.000 0285-709- Optional Base, Base Group 09 Sy 1,669.000 0327- 70- 1 Milling Exist Asph Pavt, 1" Avg Depth Sy 4,235.000 0327- 70- 2 Milling Exist Asph Pavt, 3 1/2" Avg Depth Sy 10,792.000 0327- 70- 3 Milling Exist Asph Pavt, 4 1/2" Avg Depth Sy 6,433.000 0327- 70- 4 Milling Exist Asph Pavt, 3" Avg Depth Sy 75,238.000 0327- 70- 6 Milling Exist Asph Pavt, 1 1/2" Avg Depth Sy 102,170.000 0327- 70- 8 Milling Exist Asph Pavt, 2 1/2" Avg Depth Sy 5,511.000 0327- 70- 10 Milling Exist Asph Pavt, 5" Avg Depth Sy 10,746.000 0327- 70- 11 Milling Exist Asph Pavt, 2 1/4" Avg Depth Sy 70,375.000 0327- 70- 15 Milling Exist Asph Pavt, 2 3/4" Avg Depth Sy 3,702.000 0327- 70- 17 Milling Exist Asph Pavt, 3 1/4" Avg Depth Sy 8,664.000 0327- 70- 20 Milling Exist Asph Pavt, 3 3/4" Avg Depth Sy 18,625.000 0327- 70- 21 Milling Exist Asph Pavt, 7" Avg Depth Sy 370.000 0327- 70- 22 Milling Existing Asphalt Pavement, 4 1/4" Avg Depth Sy 40,396.000 0327- 70- 26 Milling Exist Asph Pavt, 4 3/4" Avg Depth Sy 3,523.000 0327- 70- 27 Milling Exist Asph Pavt, 5 3/4" Avg Depth Sy 3,167.000 0327- 70- 29 Milling Exist Asph Pavt, 6 1/4" Avg Depth Sy 10,978.000 0327- 70- 34 Milling Exist Asph Pavt, 8" Avg Depth Sy 1,036.000 0334- 1- 12 Superpave Asphaltic Conc, Traffic b Tn 9,916.000 0334- 1- 13 Superpave Asphaltic Conc, Traffic c Tn 307.500 0334- 1- 14 Superpave Asphaltic Conc, Traffic d Tn 22,563.100 0334- 1- 53 Superpave Asphaltic Concrete, Traffic c, Pg76-22 Tn 996.600 0334- 1- 54 Superpave Asphaltic Concrete, Traffic d, Pg76-22 Tn 26,021.000 0337- 7- 25 Asphalt Concrete Friction Course, Inc Bit, Fc-5, Pg 76-22 Tn 10,181.100 0339- 1- Miscellaneous Asphalt Pavement Tn 4,289.400 0401- 70- 2 Restore Spalled Areas, Latex Modified Mortar- Styrene Butadiene Cf 53.400 0401- 70- 4 Restore Spalled Areas, Portland Cement Grout Cf 60.500 0401- 70- 7 Restore Spalled Areas, Shotcrete Cf 1,213.600 0411- 1- Epoxy Material For Crack Injection- Structures Rehab Ga 6.000 0411- 2- Cracks Inject & Seal- Structures Rehab Lf 408.000 0425- 1-701 Inlets, Gutter, Type s, <10` Ea 6.000 0425- 82- Replace Grate Ea 2.000 0430-173-118 Pipe Culvert Optional Material, Round, 18", Gutter Drain Lf 73.000 0430-610-223 u-Endwall, Index 261 / 430-011, 1:3 Slope, 15"Pipe Ea 1.000 0430-613-225 u-Endwall, With Baffles & Grate, Index 261/430-011,1:3 Slope,18"Pipe Ea 4.000 0430-613-325 u-Endwall, With Baffles & Grate, Index 261/430-011,1:2 Slope,18"Pipe Ea 2.000 0430-950- Desilting Concrete Box Culvert Cy 105.000 0446- 1- 1 Edgedrain Draincrete, Standard Lf 12.000 0446- 71- 1 Edgedrain Outlet Pipe, 4" Lf 74.000 0455-133- 3 Sheet Piling Steel, f&i Permanent Sf 5,130.000 0460- 71- 1 Metal Traffic Railing, Thrie Beam Retrofit Lf 52.000 0520- 1- 11 Concrete Curb & Gutter, Variable Height Type f Lf 88.000 0520- 6- Shoulder Gutter- Concrete Lf 577.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 5.000 0536- 1- 1 Guardrail -Roadway, General Tl-3 Lf 13,859.000 0536- 1- 3 Guardrail- Roadway, Double Face Lf 41,033.000 0536- 5- 2 Rubrail For Guardrail, Double Sided Rub Rail Lf 41,033.000 0536- 7- 2 Special Guardrail Post- Special Steel Post For Concrete Structure Mount Ea 31.000 0536- 8- 13 Approach Transition Connection To Rigid Barrier, Furnish And Install, Tl-3 Ea 16.000 0536- 73- Guardrail Removal Lf 51,419.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 12.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 12.000 0536- 85- 29 Guardrail End Treatment- Double Face Trailing Anchorage Ea 8.000 0546- 72- 1 Ground-In Rumble Strips, 16" Gm 31.999 0570- 1- 2 Performance Turf, Sod Sy 109,414.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 44.853 0710- 11-103 Painted Pavement Markings, Standard, White, Solid For Interchange Markings, 12" Gm 1.027 0710- 11-131 Painted Pavement Markings, Standard, White, Skip, 10-30 Or 3-9 Skip, 6" Wide Gm 32.794 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 17.303 0999- 16- Partnering, Do Not Bid (44070015201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (44070015201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (44070025201) Ls 1.000 Section 0003 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 26.000 0700- 1- 12 Single Post Sign, f&i Ground Mount, 12-20 Sf As 11.000 0700- 1- 13 Single Post Sign, f&i Ground Mount, 21-30 Sf As 9.000 0700- 1- 14 Single Post Sign, f&i Ground Mount, 31+ Sf As 1.000 0700- 1- 50 Single Post Sign, Relocate As 19.000 0700- 1- 60 Single Post Sign, Remove As 48.000 0700- 2- 13 Multi- Post Sign, f&i Ground Mount, 21-30 Sf As 1.000 0700- 2- 14 Multi- Post Sign, f&i Ground Mount, 31-50 Sf As 3.000 0700- 2- 16 Multi- Post Sign, f&i Ground Mount, 101-200 Sf As 3.000 0700- 2- 17 Multi- Post Sign, f&i Ground Mount, 201-300 Sf As 3.000 0700- 2- 50 Multi- Post Sign, Ground Mount, Relocate As 2.000 0700- 2- 60 Multi- Post Sign, Remove As 10.000 0705- 10- 3 Object Marker, Type 3 Ea 12.000 0705- 11- 1 Delineator, Flexible Tubular Ea 123.000 0710- 90- Painted Pavement Markings, Final Surface (44070025201) Ls 1.000 0711- 11-103 Thermoplastic, Standard, White, Solid, 12" For Interchange Markings Gm 0.610 0711- 11-124 Thermoplastic, Standard, White, Solid, 18" For Diagonals And Chevrons Lf 395.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 25.000 0711- 11-160 Thermoplastic, Standard, White, Message Or Symbol Ea 2.000 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 2.000 0711- 15-101 Thermoplastic, Standard-Open Graded Asphalt Surfaces White, Solid, 6" Gm 16.930 0711- 15-131 Thermoplastic, Standard-Open Graded Asphalt Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 16.321 0711- 15-201 Thermoplastic, Standard-Open Graded Asphalt Surfaces, Yellow, Solid, 6" Gm 16.964 0713-103-101 Permanent Tape, White, Solid, 6" For Concrete Bridges Gm 0.048 0713-103-201 Permanent Tape, Yellow, Solid, 6" For Concrete Bridges Gm 0.048 Section 0004 Lighting 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 7,014.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 639.000 0630- 2- 15 Conduit, Furnish & Install, Bridge Mount Lf 485.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 62.000 0635- 3- 12 Junction Box, Furnish & Install, Mounted Ea 14.000 0639- 3- 11 Electrical Service Disconnect, f&i, Pole Mount Ea 4.000 0715- 1- 11 Lighting Conductors, f&i, Insulated, No. 10 Or < Lf 2,391.000 0715- 1- 12 Lighting Conductors, f&i, Insulated, No.8 - 6 Lf 7,779.000 0715- 1- 13 Lighting Conductors, f&i, Insulated, No 4 To No 2 Lf 7,515.000 0715- 1- 14 Lighting Conductors, f&i, Insulated, No 1 To No 0 Lf 10,737.000 0715- 1- 60 Lighting Conductors, Remove & Dispose, Contractor Owns Lf 2,629.000 0715- 4- 13 Light Pole Complete, Furnish & Install Standard Pole Standard Foundation, 40` Mounting Height Ea 35.000 0715- 4- 70 Light Pole Complete, Remove Pole And Foundation Ea 12.000 0715- 11-125 Luminaire, f&i, Under Deck, Wall Mount Ea 14.000 0715-500- 1 Pole Cable Distribution System, Furnish And Install, Conventional Ea 35.000 Section 0005 Intelligent Transportation System 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 100.000 0630- 2- 31 Conduit, Furnish & Install, Retrofit/Replace Route Marker, Project 440700-1-52-01 Ea 18.000 0633- 1-121 Fiber Optic Cable, f&i, Underground,2-12 Fibers Lf 230.000 0633- 1-620 Fiber Optic Cable, Remove, Underground Lf 70.000 0633- 2- 32 Fiber Optic Connection, Install, Termination Ea 24.000 0633- 8- 1 Multi-Conductor Communication Cable, Furnish & Install Lf 130.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 1.000 0635- 2- 12 Pull & Splice Box, f&i, 24" x 36" Cover Size Ea 1.000 0639- 2- 1 Electrical Service Wire, Furnish & Install Lf 400.000 0639- 2- 6 Electrical Service Wire, Remove Lf 280.000 0676- 2-400 Its Cabinet, Relocate Ea 1.000

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 - Specialties, Signage.
Division 26 - Electrical, Exterior Lighting.
Division 31 - Earthwork, Earth Stripping and Stockpiling.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 - Transportation, Guideways/Railways.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents