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Last Updated | 03/10/2021 04:58 AM |
Project Title | Resurfacing |
Physical Address | View project details and contacts |
City, State (County) | FL (Sumter 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 | $13,439,799 |
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 milling and resurfacing, guardrail, drainage, lighting and ITS improvements, box culvert repairs, bridge expansion joints, and signing and pavement markings on Florida's Turnpike Mainline (SR 91) from MP 297.9 to MP 308.9 and the Exit 304 (SR 35/US 301) interchange in Sumter County. Section 0001 Structures 0458- 1- 21 Bridge Deck Expansion Joint, Rehabilitation, Poured Joint With Backer Rod Lf 818.000 0458- 2- Polymer Nosing for Bridge Deck Expansion Joint Cf 127.000 Section 0002 Roadway 0101- 1- Mobilization (44171715201) Ls 1.000 0101- 1- Mobilization (44171725201) Ls 1.000 0102- 1- Maintenance of Traffic (44171715201) Ls 1.000 0102- 1- Maintenance of Traffic (44171725201) Ls 1.000 0102- 2-200 Special Detour- Temporary Pavement (44171715201) Ls 1.000 0102- 2-300 Special Detour- Temporary Earthwork/base (44171715201) Ls 1.000 0102- 14- Traffic Control Officer Hr 9,810.000 0102- 60- Work Zone Sign Ed 21,323.000 0102- 74- 1 Channelizing Device- Types I, Ii, Di, Vp, Drum, or Lcd Ed 72,588.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 1,239.000 0102- 78- Temporary Raised/retroreflective Pavement Marker Ea 3,577.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 1,280.000 0102-115- Type Iii Barricade Ed 27.000 0102-150- 1 Portable Regulatory, Sign Ed 1,164.000 0102-150- 2 Radar Speed Display Unit Ed 1,164.000 0104- 10- 3 Sediment Barrier Lf 6,568.000 0104- 18- Inlet Protection System Ea 44.000 0107- 1- Litter Removal Ac 3,012.640 0107- 2- Mowing Ac 2,514.330 0110- 1- 1 Clearing & Grubbing (44171725201) Ls 1.000 0110- 4- 10 Removal of Existing Concrete Sy 91.000 0120- 1- Regular Excavation Cy 205.800 0120- 6- Embankment Cy 3,088.100 0160- 4- Type B Stabilization Sy 127.000 0285-704- Optional Base, Base Group 04 Sy 867.000 0285-709- Optional Base, Base Group 09 Sy 470.000 0327- 70- 2 Milling Existing Asphalt Pavement, 3 1/2" Avg Depth Sy 2,842.000 0327- 70- 4 Milling Existing Asphalt Pavement, 3" Avg Depth Sy 14,346.000 0327- 70- 5 Milling Existing Asphalt Pavement, 2" Avg Depth Sy 5,183.000 0327- 70- 6 Milling Existing Asphalt Pavement, 1 1/2" Avg Depth Sy 127,365.000 0327- 70- 8 Milling Existing Asphalt Pavement, 2 1/2" Avg Depth Sy 4,379.000 0327- 70- 9 Milling Existing Asphalt Pavement, 5 1/4" Avg Depth Sy 2,267.000 0327- 70- 11 Milling Existing Asphalt Pavement, 2 1/4" Avg Depth Sy 229,854.000 0327- 70- 13 Milling Existing Asphalt Pavement, 1 3/4" Avg Depth Sy 2,392.000 0327- 70- 15 Milling Existing Asphalt Pavement, 2 3/4" Avg Depth Sy 2,196.000 0327- 70- 17 Milling Existing Asphalt Pavement, 3 1/4" Avg Depth Sy 19,756.000 0327- 70- 18 Milling Existing Asphalt Pavement, 5 1/2" Avg Depth Sy 3,573.000 0327- 70- 19 Milling Existing Asphalt Pavement, 3/4" Avg Depth Sy 1,005.000 0327- 70- 20 Milling Existing Asphalt Pavement, 3 3/4" Avg Depth Sy 3,445.000 0327- 70- 23 Milling Existing Asphalt Pavement, 6" Avg Depth Sy 3,227.000 0327- 70- 26 Milling Existing Asphalt Pavement, 4 3/4" Avg Depth Sy 1,644.000 0327- 70- 27 Milling Existing Asphalt Pavement, 5 3/4" Avg Depth Sy 533.000 0327- 70-101 Milling Exist Asphalt Pavement and Limerock 9-11", Project 441717-1-52-01 Sy 11,379.000 0334- 1- 12 Superpave Asphaltic Conc, Traffic B Tn 10,448.800 0334- 1- 13 Superpave Asphaltic Conc, Traffic C Tn 213.500 0334- 1- 53 Superpave Asphaltic Concrete, Traffic C, Pg76-22 Tn 617.000 0334- 1- 55 Superpave Asphaltic Concrete, Traffic E, Pg76-22 Tn 34,171.700 0337- 7- 25 Asphalt Concrete Friction Course, Inc Bit, Fc-5, Pg 76-22 Tn 12,407.700 0337- 7- 83 Asphalt Concrete Friction Course,traffic C, Fc-12.5, Pg 76- 22 Tn 442.700 0339- 1- Miscellaneous Asphalt Pavement Tn 1,398.100 0400-153- Non Shrink Grout, F&i, Miscellaneous- Structures Rehab Cf 30.000 0401- 70- 3 Restore Spalled Areas, Latex Modified Mortar- Acrylic Cf 286.800 0401- 70- 7 Restore Spalled Areas, Shotcrete Cf 1,203.300 0411- 1- Epoxy Material for Crack Injection- Structures Rehab Ga 20.000 0411- 2- Cracks Inject & Seal- Structures Rehab Lf 90.000 0425- 1-511 Inlets, Dt Bot, Type B, <10` Ea 3.000 0425- 1-515 Inlets, Dt Bot, Type B, Partial Ea 3.000 0430-175-112 Pipe Culvert,optional Material,round, 12"S/cd Lf 4.000 0430-175-115 Pipe Culvert,optional Material,round, 15"S/cd Lf 16.000 0430-950- Desilting Concrete Box Culvert Cy 274.000 0520- 1- 7 Concrete Curb & Gutter, Type E Lf 217.000 0524- 2- 49 Concrete Slope Pavement, 6", Reinforced Sy 4.000 0536- 1- 1 Guardrail -roadway, General Tl-3 Lf 5,681.000 0536- 1- 3 Guardrail- Roadway, Double Face Lf 12,689.000 0536- 5- 1 Rub Rail for Guardrail, Single Sided Rub Rail Lf 12,689.000 0536- 7- 2 Special Guardrail Post- Special Steel Post for Concrete Structure Mount Ea 16.000 0536- 7- 3 Special Guardrail Post- Encased Post for Shallow Mount Ea 16.000 0536- 73- Guardrail Removal Lf 17,521.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 4.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 9.000 0536- 85- 27 Guardrail End Treatment- Double Face Approach Terminal Ea 2.000 0536- 85- 29 Guardrail End Treatment- Double Face Trailing Anchorage Ea 2.000 0544- 3- 1 Crash Cushion, Tl-3, Narrow Ea 1.000 0546- 72- 1 Ground-in Rumble Strips, 16" Gm 39.660 0570- 1- 2 Performance Turf, Sod Sy 54,400.000 0570- 1- 3 Performance Turf, Sod and Soil- Shoulder Treatment Index 570-010 Sy 13,468.000 0695- 1- 1 Traffic Monitoring Site Vehicle Sensor-non-weight, Furnish & Install Ea 6.000 0695- 6- 12 Traffic Monitoring Site Inductive Loop Assembly, Furnish & Install, 2 Loops Ea 6.000 0705- 10- 2 Object Marker, Type 2 Ea 37.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 20.906 0710- 11-103 Painted Pavement Markings, Standard, White, Solid for Interchange Markings, 12" Gm 0.878 0710- 11-125 Painted Pavement Markings, Standard, White, Solid for Stop Line or Crosswalk, 24" Lf 33.000 0710- 11-131 Painted Pavement Markings, Standard, White, Skip, 10-30 or 3-9 Skip, 6" Wide Gm 20.349 0710- 11-160 Painted Pavement Markings, Standard, White, Message or Symbol Ea 4.000 0710- 11-170 Painted Pavement Markings, Standard, White, Arrows Ea 12.000 0710- 11-180 Painted Pavement Markings, Standard, White, Yield Line Lf 35.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 20.743 0999- 16- Partnering, Do Not Bid (44171715201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (44171715201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (44171725201) Ls 1.000 Section 0003 Signing 0700- 1- 11 Single Post Sign, F&i Ground Mount, Up to 12 Sf as 2.000 0700- 1- 12 Single Post Sign, F&i Ground Mount, 12-20 Sf as 31.000 0700- 1- 50 Single Post Sign, Relocate as 6.000 0700- 1- 60 Single Post Sign, Remove as 29.000 0700- 2- 13 Multi- Post Sign, F&i Ground Mount, 21-30 Sf as 2.000 0700- 2- 15 Multi- Post Sign, F&i Ground Mount, 51-100 Sf as 6.000 0700- 2- 16 Multi- Post Sign, F&i Ground Mount, 101-200 Sf as 14.000 0700- 2- 17 Multi- Post Sign, F&i Ground Mount, 201-300 Sf as 4.000 0700- 2- 50 Multi- Post Sign, Ground Mount, Relocate as 1.000 0700- 2- 60 Multi- Post Sign, Remove as 25.000 0700- 3-101 Sign Panel, Furnish & Install Ground Mount, Up to 12 Sf Ea 7.000 0700- 3-106 Sign Panel, Furnish & Install Ground Mount, 101-200 Sf Ea 2.000 0700- 3-601 Sign Panel, Remove, Up to 12 Sf Ea 7.000 0700- 3-606 Sign Panel, Remove, 101-200 Sf Ea 2.000 0700- 6- 11 Highlighted Sign, F&i Ground Mount- Ac Powered, Up to 12 Sf as 8.000 0700- 13- 12 Retroreflective Sign Strip- Furnish and Install, 2` Ea 10.000 0705- 11- 1 Delineator, Flexible Tubular Ea 87.000 0710- 90- Painted Pavement Markings, Final Surface (44171715201) Ls 1.000 0711- 11-103 Thermoplastic, Standard, White, Solid, 12" Forinterchange Markings Gm 0.878 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" for Stop Line and Crosswalk Lf 33.000 0711- 11-160 Thermoplastic, Standard, White, Message or Symbol Ea 4.000 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 12.000 0711- 11-180 Thermoplastic, Standard, White, Yield Line Lf 35.000 0711- 14-160 Thermoplastic, Preformed, White, Message Ea 2.000 0711- 15-101 Thermoplastic, Standard-open Graded Asphalt Surfaces White, Solid, 6" Gm 20.413 0711- 15-131 Thermoplastic, Standard-open Graded Asphalt Surfaces, White, Skip, 6",10-30 Skip or 3-9 Lane Drop Gm 20.348 0711- 15-201 Thermoplastic, Standard-open Graded Asphalt Surfaces, Yellow, Solid, 6" Gm 20.457 0711- 16-101 Thermoplastic, Standard-other Surfaces, White, Solid, 6" Gm 0.492 0711- 16-201 Thermoplastic, Standard-other Surfaces, Yellow, Solid, 6" Gm 0.286 0713-103-101 Permanent Tape, White, Solid, 6" for Concrete Bridges Gm 0.146 0713-103-131 Permanent Tape, White, Skip/dotted, 6" for Concrete Surfaces Gm 0.146 0713-103-201 Permanent Tape, Yellow, Solid, 6" for Concrete Bridges Gm 0.146 0713-103-331 Permanent Tape, Black, Skip/dotted, 6" for Concrete Surfacesgm 0.146 Section 0004 Lighting 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 24.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 94.000 0635- 2- 11 Pull & Splice Box, F&i, 13" X 24" Cover Size Ea 4.000 0639- 1-121 Electrical Power Service, F&i, Underground, Meter Furnished by Power Company as 2.000 0639- 2- 1 Electrical Service Wire, Furnish & Install Lf 133.000 0639- 3- 60 Electrical Service Disconnect, Remove- Pole or Cabinet to Remain Ea 1.000 0641- 2- 11 Prestressed Concrete Pole, F&i, Type P-ii Pedestal Ea 1.000 0715- 1- 12 Lighting Conductors, F&i, Insulated, No.8 - 6 Lf 735.000 0715- 7- 11 Load Center, F&i, Secondary Voltage Ea 1.000 0715- 7- 41 Load Center, Remove, Secondary Voltage Ea 1.000 Section 0005 Intelligent Transportation System 0522- 2- Concrete Sidewalk and Driveways, 6" Thick Sy 19.000 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 2,580.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 636.000 0630- 2- 14 Conduit, Furnish & Install, Aboveground Lf 50.000 0633- 1-122 Fiber Optic Cable, F&i, Underground,13-48 Fibers Lf 2,215.000 0633- 2- 31 Fiber Optic Connection, Install, Splice Ea 56.000 0633- 3- 12 Fiber Optic Connection Hardware, F&i, Splice Tray Ea 4.000 0633- 3- 13 Fiber Optic Connection Hardware, F&i, Preterminatedconnector Assembly Ea 48.000 0633- 3- 15 Fiber Optic Connection Hardware, F&i, Preterminated Patch Panel Ea 2.000 0633- 3- 17 Fiber Optic Connection Hardware, F&i, Connector Panel Ea 4.000 0633- 3- 31 Fiber Optic Connection Hardware, Install, Splice Enclosure Ea 2.000 0633- 8- 1 Multi-conductor Communication Cable, Furnish & Install Lf 1,334.000 0635- 2- 11 Pull & Splice Box, F&i, 13" X 24" Cover Size Ea 19.000 0635- 2- 12 Pull & Splice Box, F&i, 24" X 36" Cover Size Ea 4.000 0639- 1-111 Electrical Power Service, F&i, Overhead, Meter Furnished by Power Company as 1.000 0639- 2- 1 Electrical Service Wire, Furnish & Install Lf 900.000 0639- 2- 4 Electrical Service Wire, Relocate Lf 157.000 0639- 3- 11 Electrical Service Disconnect, F&i, Pole Mount Ea 2.000 0639- 6- 1 Electrical Power Service- Transformer Furnish & Install Ea 3.000 0641- 2- 11 Prestressed Concrete Pole, F&i, Type P-ii Pedestal Ea 2.000 0641- 2- 12 Prestressed Concrete Pole, F&i, Type P-ii Service Pole Ea 1.000 0660- 7- 11 Vehicle Detection System- Wrong Way for Exit Ramp, 1 or 2 Lanes Ea 2.000 0676- 2-142 Its Cabinet, Furnish & Install, Base Mount With Sunshield, 336s, 24" W X 46" H X 22" D Ea 2.000 0684- 1- 1 Managed Field Ethernet Switch, Furnish & Install Ea 2.000 0685- 1- 12 Uninterruptible Power Supply, Furnish and Install, Online/double Conversion Ea 2.000 0685- 2- 1 Remote Power Management Unit- Rpmu, Furnish and Install Ea 2.000 0705- 11- 4 Delineator, Flexible High Performance 48" Ea 30.000 0715- 7- 11 Load Center, F&i, Secondary Voltage Ea 1.000 |
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