Resurfacing, Reconstruction, Widening

Consist of reconstruction and widening the eastbound lanes of SR 44 from 600-ft east of CR 219 approximately 0.406 miles to 400-ft east Walker Rd./NE 25th St. to realign the roadway approaching CSX bridge #180077 in Sumter County. Section 0001 Roadway 0101- 1- Mobilization (43732915201) Ls 1.000 0102- 1- Maintenance Of Traffic (43732915201) Ls 1.000 0102- 14- Traffic Control Officer Hr 288.000 0102- 60- Work Zone Sign Ed 2,772.000 0102- 71- 13 Temporary Barrier, f&i, Low Profile, Concrete Lf 3,510.000 0102- 71- 23 Temporary Barrier, Relocate, Low Profile Concrete Lf 2,095.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 10,452.000 0102- 74- 2 Channelizing Device, Type Iii, 6` Ed 952.000 0102- 75- 1 Temporary Separator, f&i Remove Lf 796.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 144.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 200.000 0102-104- Temporary Signalization And Maintenance, Intersection Ed 100.000 0102-107- 1 Temporary Traffic Detection And Maintenance, Intersection Ed 100.000 0104- 10- 3 Sediment Barrier Lf 2,026.000 0104- 18- Inlet Protection System Ea 7.000 0107- 1- Litter Removal Ac 17.710 0107- 2- Mowing Ac 17.490 0110- 1- 1 Clearing & Grubbing (43732915201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 407.000 0120- 1- Regular Excavation Cy 1,159.000 0120- 6- Embankment Cy 4,239.000 0160- 4- Type b Stabilization Sy 9,816.000 0285-702- Optional Base, Base Group 02 Sy 926.000 0285-703- Optional Base, Base Group 03 Sy 199.000 0285-709- Optional Base, Base Group 09 Sy 6,792.000 0286- 1- Turnout Construction/Driveway Base- Optional Materials Sy 53.000 0327- 70- 6 Milling Exist Asph Pavt, 1 1/2" Avg Depth Sy 5,894.000 0327- 70- 11 Milling Exist Asph Pavt, 2 1/4" Avg Depth Sy 8,948.000 0327- 70- 19 Milling Exist Asph Pavt, 3/4" Avg Depth Sy 570.000 0334- 1- 14 Superpave Asphaltic Conc, Traffic d Tn 683.300 0334- 1- 54 Superpave Asphaltic Concrete, Traffic d, Pg76-22 Tn 1,400.200 0337- 7- 25 Asphalt Concrete Friction Course, Inc Bit, Fc-5, Pg 76-22 Tn 478.300 0337- 7- 85 Asphalt Concrete Friction Course,Traffic d, Fc-12.5, Pg 76-22 Tn 885.800 0425- 1-315 Inlets, Curb Type p-1, Partial Ea 1.000 0425- 1-411 Inlets, Curb Type j-1, <10` Ea 1.000 0425- 1-471 Inlets, Curb, Type 7, <10` Ea 2.000 0425- 1-521 Inlets, Dt Bot, Type c,<10` Ea 2.000 0425- 1-551 Inlets, Dt Bot, Type e, <10` Ea 1.000 0425- 2- 61 Manholes, p-8, <10` Ea 3.000 0425- 2- 91 Manholes, j-8, <10` Ea 1.000 0430-174-118 Pipe Culvert, Optional Material, Round, 18"Sd Lf 84.000 0430-175-118 Pipe Culvert,Optional Material,Round, 18"s/Cd Lf 236.000 0430-175-218 Pipe Culvert,Optional Material,Other-Elip/Arch, 18"s/Cd Lf 273.000 0430-982-125 Mitered End Section, Optional Round, 18" Cd Ea 1.000 0430-982-625 Mitered End Section, Optional - Elliptical / Arch, 18" Cd Ea 1.000 0430-984-125 Mitered End Section, Optional Round, 18" Sd Ea 4.000 0440- 1- 10 Underdrain, Type i Lf 99.000 0520- 1- 7 Concrete Curb & Gutter, Type e Lf 1,080.000 0520- 1- 10 Concrete Curb & Gutter, Type f Lf 329.000 0520- 3- Valley Gutter- Concrete Lf 78.000 0520- 5- 11 Traffic Separator Concrete-Type i, 4` Wide Lf 281.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 156.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 59.000 0527- 2- Detectable Warnings Sf 36.000 0570- 1- 2 Performance Turf, Sod Sy 12,002.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 4.804 0710- 11-125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" Lf 310.000 0710- 11-131 Painted Pavement Markings, Standard, White, Skip, 10-30 Or 3-9 Skip, 6" Wide Gm 1.100 0710- 11-170 Painted Pavement Markings, Standard, White, Arrows Ea 39.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 2.191 0710- 11-241 Painted Pavement Markings, Standard, Yellow, 2-4 Dotted Guideline/6-10 Dotted Extension, 6" Gm 0.179 0999- 25- Initial Contingency Amount, Do Not Bid Ls 1.000 Section 0002 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 9.000 0700- 1- 12 Single Post Sign, f&i Ground Mount, 12-20 Sf As 2.000 0700- 1- 50 Single Post Sign, Relocate As 4.000 0700- 1- 60 Single Post Sign, Remove As 6.000 0700- 3-501 Sign Panel, Relocate, Up To 12 Sf Ea 1.000 0705- 10- 1 Object Marker, Type 1 Ea 7.000 0705- 11- 1 Delineator, Flexible Tubular Ea 2.000 0705- 11- 4 Delineator, Flexible High Performance 48" Ea 11.000 0710- 90- Painted Pavement Markings, Final Surface (43732915201) Ls 1.000 0711- 11-124 Thermoplastic, Standard, White, Solid, 18" For Diagonals And Chevrons Lf 774.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 141.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10 Gap Extension, 6" Gm 0.229 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 27.000 0711- 11-224 Thermoplastic, Standard, Yellow, Solid, 18" For Diagonal Or Chevron Lf 47.000 0711- 11-241 Thermoplastic, Standard, Yellow, 2-4 Dotted Guide Line /6- 10 Dotted Extension Line, 6" Gm 0.139 0711- 14-160 Thermoplastic, Preformed, White, Message Ea 3.000 0711- 14-170 Thermoplastic, Preformed, White, Arrow Ea 3.000 0711- 15-101 Thermoplastic, Standard-Open Graded Asphalt Surfaces White, Solid, 6" Gm 0.813 0711- 15-102 Thermoplastic, Standard-Open Graded Asphalt Surfaces, White, Solid, 8" Gm 0.037 0711- 15-131 Thermoplastic, Standard-Open Graded Asphalt Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 0.394 0711- 15-201 Thermoplastic, Standard-Open Graded Asphalt Surfaces, Yellow, Solid, 6" Gm 0.401 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 0.759 0711- 16-102 Thermoplastic, Standard-Other Surfaces, White, Solid, 8" Gm 0.185 0711- 16-131 Thermoplastic, Other Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 0.296 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid,6" Gm 0.366 Section 0003 Signalization 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 1,005.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 207.000 0632- 7- 1 Signal Cable- New Or Reconstructed Intersection, Furnish & Install Pi 1.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 10.000 0650- 1- 70 Vehicular Traffic Signal, Relocate- Includes Removal And Reinstallation As 3.000 0660- 2-102 Loop Assembly, f&i, Type b As 8.000 0660- 2-106 Loop Assembly, f&i, Type f As 3.000 0670- 5-400 Traffic Controller Assembly, Modify As 1.000 0695- 7-600 Traffic Monitoring Site Cabinet, Remove Existing Cabinet Ea 1.000

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.