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Last Updated 04/01/2021 04:24 AM
Project Title

Resurfacing

Physical Address View project details and contacts
City, State (County) FL   (Leon 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 $6,879,936
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Contract consist of milling and resurfacing, turn lane extension, ADA improvements, signing and pavement marking, and pedestrian signals on SR 61 (US 319) Thomasville Road from South of Maclay Road to Timberwolf Crossing in Leon County. Section 0001 Roadway 0101- 1- Mobilization (43972815201) Ls 1.000 0102- 1- Maintenance Of Traffic (43972815201) Ls 1.000 0102- 14- Traffic Control Officer Hr 336.000 0102- 60- Work Zone Sign Ed 26,471.000 0102- 71- 15 Temporary Barrier, f&i, Anchored Lf 377.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 53,957.000 0102- 74- 8 Channelizing Device- Pedestrian Lcd (Longitudinal Channelizing Device) Fd 9,108.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 217.000 0102- 78- Temporary Raised/Retroreflective Pavement Marker Ea 447.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 768.000 0102-104- Temporary Signalization And Maintenance, Intersection Ed 885.000 0102-107- 1 Temporary Traffic Detection And Maintenance, Intersection Ed 885.000 0102-115- Type Iii Barricade Ed 20.000 0104- 10- 3 Sediment Barrier Lf 8,265.000 0104- 18- Inlet Protection System Ea 177.000 0107- 1- Litter Removal Ac 345.180 0107- 2- Mowing Ac 213.110 0110- 1- 1 Clearing & Grubbing (43972815201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 7,301.000 0110- 7- 1 Mailbox, f&i Single Ea 4.000 0120- 2- 2 Borrow Excavation, Truck Measure Cy 98.000 0120- 71- Regular Excavation (3-r Projects Only) (43972815201) Ls 1.000 0160- 4- Type b Stabilization Sy 832.000 0285-706- Optional Base, Base Group 06 Sy 723.000 0286- 1- Turnout Construction/Driveway Base- Optional Materials Sy 21.000 0327- 70- 5 Milling Existing Asphalt Pavement, 2" Avg Depth Sy 214,573.000 0327- 70- 6 Milling Existing Asphalt Pavement, 1 1/2" Avg Depth Sy 4,955.000 0327- 70- 15 Milling Existing Asphalt Pavement, 2 3/4" Avg Depth Sy 22,034.000 0334- 1- 53 Superpave Asphaltic Concrete, Traffic c, Pg76-22 Tn 1,566.800 0337- 7- 83 Asphalt Concrete Friction Course,Traffic c, Fc-12.5, Pg 76- 22 Tn 25,887.800 0350- 5- Cleaning & Sealing Joints- Concrete Pavement Lf 29,912.000 0400- 0- 11 Concrete Class Ns, Gravity Wall Index 400-011 Cy 75.400 0425- 1-315 Inlets, Curb Type p-1, Partial Ea 3.000 0425- 1-325 Inlets, Curb, Type p-2, Partial Ea 2.000 0425- 1-365 Inlets, Curb, Type p-6, Partial Ea 1.000 0425- 1-521 Inlets, Dt Bot, Type c,<10' Ea 1.000 0425- 1-541 Inlets, Dt Bot, Type d, <10' Ea 1.000 0425- 1-701 Inlets, Gutter, Type s, <10' Ea 1.000 0425- 5- Manhole, Adjust Ea 20.000 0425- 5- 1 Manhole, Adjust, Utilities Ea 48.000 0425- 6- Valve Boxes, Adjust Ea 79.000 0430-174-118 Pipe Culvert, Optional Material, Round, 18"Sd Lf 33.000 0430-175-118 Pipe Culvert,Optional Material,Round, 18"s/Cd Lf 32.000 0430-175-124 Pipe Culvert,Optional Material,Round, 24"s/Cd Lf 24.000 0430-984-125 Mitered End Section, Optional Round, 18" Sd Ea 2.000 0430-991- Mitered End Sect, Replace Slab- Construction Use Ea 2.000 0515- 1- 2 Pipe Handrail - Guiderail, Aluminum Lf 30.000 0515- 2-111 Pedestrian / Bicycle Railing, Ns, 42" Type 1 Lf 400.000 0520- 1- 7 Concrete Curb & Gutter, Type e Lf 390.000 0520- 1- 10 Concrete Curb & Gutter, Type f Lf 2,994.000 0520- 3- Valley Gutter- Concrete Lf 17.000 0520- 5- 12 Traffic Separator Concrete-Type i, 6' Wide Lf 52.000 0520- 6- Shoulder Gutter- Concrete Lf 148.000 0520- 70- Concrete Traffic Separator, Special- Variable Width Sy 322.000 0521- 1- 12 Median Concrete Barrier, Short Grade-Separated Lf 139.000 0521- 1- 14 Median Concrete Barrier, Variable Section Width For Sign Or Pier Shielding Lf 170.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 4,257.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 1,347.000 0524- 1- 2 Concrete Ditch Pavement, Non Reinforced, 4" Sy 60.000 0527- 2- Detectable Warnings Sf 1,356.000 0544- 3- 1 Crash Cushion, Tl-3, Narrow Ea 2.000 0570- 1- 2 Performance Turf, Sod Sy 3,265.000 0570- 1- 3 Performance Turf, Sod And Soil- Shoulder Treatment Index 570-010 Sy 701.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 1.240 0710- 11-123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12" Lf 2,085.000 0710- 11-125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" Lf 468.000 0710- 11-131 Painted Pavement Markings, Standard, White, Skip, 10-30 Or 3-9 Skip, 6" Wide Gm 0.720 0710- 11-141 Painted Pavement Markings, Standard, White, 2-4 Dotted Guideline/ 6-10 Dotted Extension, 6" Gm 0.202 0710- 11-160 Painted Pavement Markings, Standard, White, Message Or Symbol Ea 3.000 0710- 11-170 Painted Pavement Markings, Standard, White, Arrows Ea 44.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 0.669 0710- 11-241 Painted Pavement Markings, Standard, Yellow, 2-4 Dotted Guideline/6-10 Dotted Extension, 6" Gm 0.120 0999- 25- Initial Contingency Amount, Do Not Bid (43972815201) Ls 1.000 Section 0002 Signing 0639- 1-610 Electrical Power Service, Remove Overhead As 1.000 0641- 2- 80 Prestressed Concrete Pole, Complete Pole Removalpole 30' And Greater Ea 1.000 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 66.000 0700- 1- 12 Single Post Sign, f&i Ground Mount, 12-20 Sf As 12.000 0700- 1- 13 Single Post Sign, f&i Ground Mount, 21-30 Sf As 1.000 0700- 1- 50 Single Post Sign, Relocate As 2.000 0700- 1- 60 Single Post Sign, Remove As 68.000 0700- 3-101 Sign Panel, Furnish & Install Ground Mount, Up To 12 Sf Ea 4.000 0700- 3-211 Sign Panel, Furnish & Install Overhead Mount, 601 Sf And Greater Ea 1.000 0700- 3-601 Sign Panel, Remove, Up To 12 Sf Ea 2.000 0700- 3-606 Sign Panel, Remove, 101-200 Sf Ea 1.000 0700- 3-607 Sign Panel, Remove, 201-300 Sf Ea 1.000 0700- 4-125 Overhead Static Sign Structure, Furnish & Install, Span, 51-100 Ft Ea 1.000 0700- 4-620 Overhead Static Sign Structure, Remove Span Ea 1.000 0705- 11- 1 Delineator, Flexible Tubular Ea 97.000 0705- 11- 2 Delineator, Non-Flexible Ea 17.000 0710- 11-290 Painted Pavement Markings, Standard, Yellow, Island Nose Sf 482.000 0710- 90- Painted Pavement Markings, Final Surface (43972815201) Ls 1.000 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" For Crosswalk And Roundabout Lf 7,256.000 0711- 11-124 Thermoplastic, Standard, White, Solid, 18" For Diagonals And Chevrons Lf 844.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 1,398.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10 Gap Extension, 6" Gm 4.667 0711- 11-160 Thermoplastic, Standard, White, Message Or Symbol Ea 8.000 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 151.000 0711- 11-224 Thermoplastic, Standard, Yellow, Solid, 18" For Diagonal Or Chevron Lf 170.000 0711- 11-241 Thermoplastic, Standard, Yellow, 2-4 Dotted Guide Line /6- 10 Dotted Extension Line, 6" Gm 0.519 0711- 14-125 Thermoplastic, Preformed, White, Solid, 24" For Crosswalk Lf 1,582.000 0711- 14-160 Thermoplastic, Preformed, White, Message Ea 111.000 0711- 14-170 Thermoplastic, Preformed, White, Arrow Ea 111.000 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 16.344 0711- 16-102 Thermoplastic, Standard-Other Surfaces, White, Solid, 8" Gm 0.602 0711- 16-131 Thermoplastic, Standard-Other Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 16.289 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 9.625 0711- 16-202 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 8" Gm 0.016 0711- 17- 1 Thermoplastic, Remove Existing Thermoplastic Pavement Markings- Surface To Remain Sf 2,121.000 Section 0003 Signalization 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 260.000 0632- 7- 1 Signal Cable- New Or Reconstructed Intersection, Furnish & Install Pi 2.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 2.000 0646- 1- 11 Aluminum Signals Pole, Pedestal Ea 6.000 0646- 1- 12 Aluminum Signals Pole, Furnish & Install Pedestrian Detector Post Ea 1.000 0646- 1- 60 Aluminum Signals Pole, Remove Ea 2.000 0653- 1- 11 Pedestrian Signal, Furnish & Install Led Countdown, 1 Way As 3.000 0653- 1- 12 Pedestrian Signal, Furnish & Install Led Countdown, 2 Ways As 5.000 0653- 1- 60 Pedestrian Signal, Remove Ped Signal- Pole/Pedestal To Remain As 9.000 0660- 1-110 Loop Detector Inductive, f&i, Type 10 Ea 12.000 0660- 2-101 Loop Assembly- f&i, Type a As 21.000 0660- 2-102 Loop Assembly, f&i, Type b As 30.000 0660- 2-106 Loop Assembly, f&i, Type f As 12.000 0665- 1- 11 Pedestrian Detector, Furnish & Install, Standard Ea 13.000 0665- 1- 60 Pedestrian Detector, Remove- Pole/Pedestal To Remain Ea 9.000 0670- 5-400 Traffic Controller Assembly, Modify As 2.000 0695- 7-600 Traffic Monitoring Site Cabinet, Remove Existing Cabinet Ea 1.000

Details

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.

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Project Documents
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