Last Updated 09/10/2021 07:20 AM
Project Title

Milling and Resurfacing

Physical Address View project details and contacts
City, State (County) FL   (Washington 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 $2,531,467
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Contract consist of milling and resurfacing SR 273 Campbellton Highway from SR 77 Main Street to the Jackson County Line. All work is to be completed in Washington County. Major items of work include new sidewalk construction from SR 77 to Martin Luther King Drive and drainage improvements along the corridor. FPID 443640-1-52-02 involves utility manhole and valve box adjustments. Section 0001 Roadway 0101- 1- Mobilization (44364015201) Ls 1.000 0102- 1- Maintenance Of Traffic (44364015201) Ls 1.000 0102- 3- Commercial Material For Temporary Driveway Maintenance Cy 12.800 0102- 60- Work Zone Sign Ed 9,040.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 7,550.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 728.000 0102-115- Type Iii Barricade Ed 40.000 0104- 10- 3 Sediment Barrier Lf 4,325.000 0104- 12- Staked Turbidity Barrier- Nylon Reinforced Pvc Lf 414.000 0104- 18- Inlet Protection System Ea 7.000 0107- 1- Litter Removal Ac 152.170 0107- 2- Mowing Ac 152.170 0110- 1- 1 Clearing & Grubbing (44364015201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 132.000 0110- 7- 1 Mailbox, f&i Single Ea 2.000 0120- 71- Regular Excavation (3-r Projects Only) (44364015201) Ls 1.000 0285-709- Optional Base, Base Group 09 Sy 68.000 0327- 70- 12 Milling Existing Asphalt Pavement, 1 1/4" Avg Depth Sy 1,130.000 0327- 70- 15 Milling Existing Asphalt Pavement, 2 3/4" Avg Depth Sy 68,099.000 0334- 1- 52 Superpave Asphaltic Concrete, Traffic b, Pg76-22 Tn 5,623.400 0337- 7- 80 Asphalt Concrete Friction Course,Traffic b, Fc-9.5, Pg 76- 22 Tn 4,763.900 0339- 1- Miscellaneous Asphalt Pavement Tn 111.500 0425- 1-521 Inlets, Dt Bot, Type c,<10' Ea 1.000 0425- 1-711 Inlets, Gutter, Type v, <10' Ea 4.000 0425- 2- 61 Manholes, p-8, <10' Ea 2.000 0425- 3- 61 Junction Boxes, j-7, <10' Ea 1.000 0425- 5- 1 Manhole, Adjust, Utilities Ea 2.000 0425- 6- Valve Boxes, Adjust Ea 5.000 0430-173-115 Pipe Culvert Optional Material, Round, 15", Gutter Drain Lf 4.000 0430-174-118 Pipe Culvert, Optional Material, Round, 18"Sd Lf 9.000 0430-175-118 Pipe Culvert,Optional Material,Round, 18"s/Cd Lf 64.000 0430-175-124 Pipe Culvert,Optional Material,Round, 24"s/Cd Lf 8.000 0430-175-130 Pipe Culvert, Opt Material, Round, 30"s/Cd Lf 12.000 0430-982-125 Mitered End Section, Optional Round, 18" Cd Ea 1.000 0520- 3- Valley Gutter- Concrete Lf 1,044.000 0520- 6- Shoulder Gutter- Concrete Lf 91.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 463.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 355.000 0527- 2- Detectable Warnings Sf 56.000 0536- 1- 1 Guardrail -Roadway, General Tl-3 Lf 927.000 0536- 8-122 Guardrail Transition Connection To Rigid Barrier, f&Iindex 536-002, Approach Tl-3 Ea 2.000 0536- 8-123 Guardrail Transition Connection To Rigid Barrier, f&Iindex 536-002, Trailing Ea 2.000 0536- 73- Guardrail Removal Lf 511.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 3.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 2.000 0536- 85- 26 Guardrail End Treatment- Type Crt Ea 1.000 0570- 1- 2 Performance Turf, Sod Sy 81.000 0570- 1- 3 Performance Turf, Sod And Soil- Shoulder Treatment Index 570-010 Sy 11,316.000 0706- 1- 3 Raised Pavement Marker, Type b Ea 854.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 7.284 0710- 11-123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12" Lf 86.000 0710- 11-125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" Lf 207.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 4.063 0710- 11-231 Painted Pavement Markings, Standard, Yellow, Skip, 6" Gm 2.148 0999- 25- Initial Contingency Amount, Do Not Bid (44364015201) Ls 1.000 Section 0002 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 21.000 0700- 1- 50 Single Post Sign, Relocate As 3.000 0700- 1- 60 Single Post Sign, Remove As 16.000 0700- 2- 13 Multi- Post Sign, f&i Ground Mount, 21-30 Sf As 2.000 0700- 2- 60 Multi- Post Sign, Remove As 2.000 0700- 3-501 Sign Panel, Relocate, Up To 12 Sf Ea 7.000 0701- 18-101 Profiled Thermoplastic,Standard- Asphalt Surfaces, White, Solid,6" Gm 5.600 0701- 18-201 Profiled Thermoplastic,Standard- Asphalt Surfaces, Yellow, Solid,6" Gm 1.287 0706- 1- 3 Raised Pavement Marker, Type b Ea 854.000 0710- 90- Painted Pavement Markings, Final Surface (44364015201) Ls 1.000 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" For Crosswalk And Roundabout Lf 86.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 207.000 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 1.684 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 2.777 0711- 16-231 Thermoplastic, Standard-Other Surfaces, Yellow, Skip, 6" Gm 2.148 0711- 17- 1 Thermoplastic, Remove Existing Thermoplastic Pavement Markings- Surface To Remain Sf 510.000 0713-103-101 Permanent Tape, White, Solid, 6" For Concrete Bridges Gm 0.097 0713-103-201 Permanent Tape, Yellow, Solid, 6" For Concrete Bridges Gm 0.097

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
 Engineered Spec Sheet
 Architectural Plans
 Other Documents