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Last Updated 05/27/2021 03:21 AM
Project Title

Resurfacing/Base Work/Drainage Improvements

Physical Address View project details and contacts
City, State (County) FL   (Okaloosa 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 $20,707,385
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

The improvements under this contract consist of milling and resurfacing State Road (S.R.) 85 (South Ferdon Blvd.) from north of S.R. 123 (Roger J. Clary Hwy.) to north of Hospital Drive in Okaloosa County. The milling and resurfacing of these limits is included in FPID 441548-1-52-01. Other improvements in 441548-1-52-01 include turn lane extensions and additions at Antioch Road, turn lane and shoulder reconstruction, the addition of a Restricted Crossing U-Turn at Cracker Barrel Rd., safety improvements, and drainage improvements Section 0001 Roadway 0101- 1- Mobilization (44154815201) Ls 1.000 0101- 1- Mobilization (44367215201) Ls 1.000 0102- 1- Maintenance of Traffic (44154815201) Ls 1.000 0102- 1- Maintenance of Traffic (44367215201) Ls 1.000 0102- 2-200 Special Detour- Temporary Pavement (44154815201) Ls 1.000 0102- 3- Commercial Material for Temporary Drivewaymaintenancecy 3.400 0102- 14- Traffic Control Officer Hr 658.000 0102- 60- Work Zone Sign Ed 72,170.000 0102- 61- Business Sign Ea 320.000 0102- 71- 13 Temporary Barrier, F&i, Low Profile, Concrete Lf 3,397.000 0102- 71- 23 Temporary Barrier, Relocate, Low Profile Concrete Lf 3,660.000 0102- 74- 1 Channelizing Device- Types I, Ii, Di, Vp, Drum, or Lcd Ed 311,540.000 0102- 74- 8 Channelizing Device- Pedestrian Lcd (Longitudinal Channelizing Device) Fd 4,800.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 4,720.000 0102- 78- Temporary Raised/retroreflective Pavement Marker Ea 1,733.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 4,530.000 0102-104- Temporary Signalization and Maintenance, Intersection Ed 3,900.000 0102-107- 1 Temporary Traffic Detection and Maintenance, Intersection Ed 3,900.000 0102-115- Type Iii Barricade Ed 1,920.000 0104- 10- 3 Sediment Barrier Lf 12,923.000 0104- 15- Soil Tracking Prevention Device Ea 11.000 0104- 18- Inlet Protection System Ea 50.000 0107- 1- Litter Removal Ac 4,638.550 0107- 2- Mowing Ac 4,169.550 0108- 1- Monitor Existing Structures- Inspection and Settlement Monitoring (44367215201) Ls 1.000 0108- 2- Monitor Existing Structures- Vibration Monitoring (44367215201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (44154815201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (44367215201) Ls 1.000 0110- 4- 10 Removal of Existing Concrete Sy 5,489.000 0110- 7- 1 Mailbox, F&i Single Ea 4.000 0110- 21- Tree Protection Barrier Lf 3,222.000 0120- 2- 2 Borrow Excavation, Truck Measure Cy 13,625.900 0120- 71- Regular Excavation (3-r Projects Only) (44154815201) Ls 1.000 0120- 71- Regular Excavation (3-r Projects Only) (44367215201) Ls 1.000 0160- 4- Type B Stabilization Sy 41,707.000 0285-705- Optional Base, Base Group 05 Sy 11,401.000 0285-706- Optional Base, Base Group 06 Sy 337.000 0285-708- Optional Base, Base Group 08 Sy 16,417.000 0286- 2- Turnout Construction-asphalt/driveway Base- Asphalt Material Tn 350.300 0327- 70- 1 Milling Existing Asphalt Pavement, 1" Avg Depth Sy 40,863.000 0327- 70- 5 Milling Existing Asphalt Pavement, 2" Avg Depth Sy 154.000 0327- 70- 6 Milling Existing Asphalt Pavement, 1 1/2" Avg Depth Sy 244,405.000 0327- 70- 8 Milling Existing Asphalt Pavement, 2 1/2" Avg Depth Sy 113,754.000 0327- 70- 11 Milling Existing Asphalt Pavement, 2 1/4" Avg Depth Sy 118.000 0327- 70- 12 Milling Existing Asphalt Pavement, 1 1/4" Avg Depth Sy 664.000 0327- 70- 13 Milling Existing Asphalt Pavement, 1 3/4" Avg Depth Sy 4,867.000 0327- 70- 16 Milling Existing Asphalt Pavement, 1/2" Avg Depth Sy 1,296.000 0327- 70- 17 Milling Existing Asphalt Pavement, 3 1/4" Avg Depth Sy 154.000 0327- 70- 19 Milling Existing Asphalt Pavement, 3/4" Avg Depth Sy 4,955.000 0334- 1- 53 Superpave Asphaltic Concrete, Traffic C, Pg76-22 Tn 23,038.300 0334- 1- 57 Superpave Asphaltic Concrete, Traffic C, High Polymer Tn 26,420.900 0337- 7- 25 Asphalt Concrete Friction Course, Inc Bit, Fc-5, Pg 76-22 Tn 11,019.400 0337- 7- 82 Asphalt Concrete Friction Course,traffic C, Fc-9.5, Pg 76-22tn 10,495.300 0337- 7- 83 Asphalt Concrete Friction Course,traffic C, Fc-12.5, Pg 76-22tn 1,918.900 0339- 1- Miscellaneous Asphalt Pavement Tn 88.500 0425- 1-201 Inlets, Curb, Type 9, <10' Ea 2.000 0425- 1-203 Inlets, Curb, Type 9, J Bot, <10' Ea 1.000 0425- 1-311 Inlets, Curb, Type P-1, <10' Ea 3.000 0425- 1-315 Inlets, Curb Type P-1, Partial Ea 1.000 0425- 1-331 Inlets, Curb, Type P-3, <10' Ea 3.000 0425- 1-335 Inlets, Curb, Type P-3, Partial Ea 2.000 0425- 1-351 Inlets, Curb, Type P-5, <10' Ea 2.000 0425- 1-471 Inlets, Curb, Type 7, <10' Ea 2.000 0425- 1-515 Inlets, Dt Bot, Type B, Partial Ea 1.000 0425- 1-521 Inlets, Dt Bot, Type C,<10' Ea 1.000 0425- 1-523 Inlets, Dt Bot, Type C,jbot, <10' Ea 2.000 0425- 1-525 Inlets, Ditch Bottom, Type C, Partial Ea 2.000 0425- 1-551 Inlets, Dt Bot, Type E, <10' Ea 1.000 0425- 1-555 Inlets, Dt Bot, Type E, Partial Ea 1.000 0425- 1-910 Inlets, Closed Flume Ea 3.000 0425- 1-921 Inlets, Adjacent Barrier, <=10' Ea 1.000 0425- 2- 43 Manholes, P-7, Partial Ea 5.000 0425- 2- 63 Manholes, P-8, Partial Ea 1.000 0425- 2- 71 Manholes, J-7, <10' Ea 1.000 0425- 2- 91 Manholes, J-8, <10' Ea 2.000 0425- 3- 41 Junction Box, Drainage, P-7, <10' Ea 1.000 0425- 5- Manhole, Adjust Ea 3.000 0430-174-124 Pipe Culvert, Optional Material, Round, 24"Sd Lf 88.000 0430-175-115 Pipe Culvert,optional Material,round, 15"S/cd Lf 356.000 0430-175-118 Pipe Culvert,optional Material,round, 18"S/cd Lf 619.000 0430-175-124 Pipe Culvert,optional Material,round, 24"S/cd Lf 84.000 0430-175-130 Pipe Culvert, Opt Material, Round, 30"S/cd Lf 32.000 0430-175-136 Pipe Culvert, Opt Material, Round, 36"S/cd Lf 423.000 0430-518-100 Straight Concrete Endwalls, 18", Single, 0 Degrees,roundea 3.000 0430-524-100 Straight Concrete Endwalls, 24", Single, 0 Degrees,roundea 1.000 0430-536-210 Straight Concrete Endwalls, 36", Double, 15 Degrees,roundea 1.000 0430-984-125 Mitered End Section, Optional Round, 18" Sd Ea 1.000 0430-984-129 Mitered End Section, Optional Round, 24" Sd Ea 5.000 0430-984-138 Mitered End Section , Optional Round, 36" Side Drain Ea 1.000 0455- 35- 8 Steel Piling, Hp 14 X 117 Lf 1,072.000 0515- 2-311 Pedestrian/ Bicycle Railing, Aluminum Only,42" Type 1 Lf 147.000 0520- 1- 7 Concrete Curb & Gutter, Type E Lf 2,079.000 0520- 1- 10 Concrete Curb & Gutter, Type F Lf 3,076.000 0520- 2- 1 Concrete Curb, Type a Lf 9.000 0520- 5- 11 Traffic Separator Concrete-type I, 4' Wide Lf 1,831.000 0520- 5- 12 Traffic Separator Concrete-type I, 6' Wide Lf 165.000 0520- 6- Shoulder Gutter- Concrete Lf 554.000 0520- 70- Concrete Traffic Separator, Special- Variable Width Sy 56.000 0521- 8- 7 Concrete Barrier, With Junction Slab, 36" Single Slope Lf 425.000 0521- 72- 60 Shoulder Concrete Barrier, 38" Wall Shielding Barrier Lf 278.000 0522- 1- Concrete Sidewalk and Driveways, 4" Thick Sy 412.000 0522- 2- Concrete Sidewalk and Driveways, 6" Thick Sy 407.000 0524- 1- 2 Concrete Ditch Pavement, Non Reinforced, 4" Sy 780.000 0524- 2- 2 Concrete Slope Pavement,non Reinforced, 4" Sy 729.000 0527- 2- Detectable Warnings Sf 73.000 0530- 3- 4 Riprap, Rubble, F&i, Ditch Lining Tn 22.900 0536- 1- 1 Guardrail -roadway, General Tl-3 Lf 2,188.000 0536- 1- 3 Guardrail- Roadway, Double Face Lf 190.000 0536- 8-122 Guardrail Transition Connection to Rigid Barrier, F&iindex 536-002, Approach Tl-3ea 8.000 0536- 8-123 Guardrail Transition Connection to Rigid Barrier, F&iindex 536-002, Trailingea 3.000 0536- 73- Guardrail Removal Lf 3,595.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 3.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 7.000 0544- 3- 1 Crash Cushion, Tl-3, Narrow Ea 2.000 0548- 12- Retaining Wall System, Permanent, Excluding Barrier Sf 6,213.000 0548- 50- Retaining Wall System, Special Design, Project 443672-1-52-01sf 3,283.000 0550- 10-118 Fencing, Type a, 0.0-5.0', Type a Standard, Reset Existing Lf 105.000 0570- 1- 2 Performance Turf, Sod Sy 76,519.000 0570- 1- 3 Performance Turf, Sod and Soil- Shoulder Treatmentindex 570-010sy 2,733.000 0581- 1- 3 Relocate Trees and Palms,multi-trunk or Clustering Ea 3.000 0581- 1- 4 Relocate Trees and Palms,trees, <5" Diameter at Breastheightea 3.000 0581- 1- 5 Relocate Trees and Palms,trees, Trees, >=5" Diameter Atbreast Heightea 17.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 12.720 0710- 11-102 Painted Pavement Markings, Standard, White, Solid for Interchange and Urban Island, 8"Gm 0.656 0710- 11-123 Painted Pavement Markings, Standard, White, Solid Forcrosswalk and Roundabout, 12"Lf 1,452.000 0710- 11-124 Painted Pavement Markings, Standard, White, Solid Fordiagonal or Chevron, 18"Lf 2,751.000 0710- 11-125 Painted Pavement Markings, Standard, White, Solid Forstop Line or Crosswalk, 24"Lf 1,266.000 0710- 11-131 Painted Pavement Markings, Standard, White, Skip, 10-30or 3-9 Skip, 6" Widegm 17.139 0710- 11-141 Painted Pavement Markings, Standard, White, 2-4 Dottedguideline/ 6-10 Dotted Extension, 6"Gm 0.248 0710- 11-160 Painted Pavement Markings, Standard, White, Message Orsymbolea 5.000 0710- 11-170 Painted Pavement Markings, Standard, White, Arrows Ea 284.000 0710- 11-180 Painted Pavement Markings, Standard, White, Yield Line Lf 15.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 6.195 0710- 11-224 Painted Pavement Markings, Standard, Yellow, Solid Fordiagonal or Chevron, 18"Lf 437.000 0710- 11-241 Painted Pavement Markings, Standard, Yellow, 2-4 Dottedguideline/6-10 Dotted Extension, 6"Gm 0.410 0999- 20- 1 Disputes Review Board, Meeting- Do Not Bid Da 7.000 0999- 20- 2 Disputes Review Board, Hearing- Do Not Bid Ea 2.000 0999- 25- Initial Contingency Amount, Do Not Bid (44154815201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (44367215201) Ls 1.000 Section 0002 Signing 0700- 1- 11 Single Post Sign, F&i Ground Mount, Up to 12 Sf as 11.000 0700- 1- 12 Single Post Sign, F&i Ground Mount, 12-20 Sf as 1.000 0700- 1- 50 Single Post Sign, Relocate as 18.000 0700- 1- 60 Single Post Sign, Remove as 3.000 0700- 2- 50 Multi- Post Sign, Ground Mount, Relocate as 1.000 0701- 18-101 Profiled Thermoplastic,standard- Asphalt Surfaces,white, Solid,6"Gm 15.308 0701- 18-201 Profiled Thermoplastic,standard- Asphalt Surfaces,yellow, Solid,6"Gm 14.828 0705- 11- 1 Delineator, Flexible Tubular Ea 8.000 0705- 11- 2 Delineator, Non-flexible Ea 15.000 0705- 11- 3 Delineator, Flexible High Visibility Median Ea 9.000 0710- 90- Painted Pavement Markings, Final Surface (44154815201) Ls 1.000 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" for Crosswalkand Roundaboutlf 1,140.000 0711- 11-124 Thermoplastic, Standard, White, Solid, 18" for Diagonalsand Chevronslf 2,758.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" for Stop Lineand Crosswalklf 1,135.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10gap Extension, 6"Gm 0.688 0711- 11-160 Thermoplastic, Standard, White, Message or Symbol Ea 10.000 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 302.000 0711- 11-180 Thermoplastic, Standard, White, Yield Line Lf 15.000 0711- 11-224 Thermoplastic, Standard, Yellow, Solid, 18" for Diagonalor Chevronlf 511.000 0711- 11-241 Thermoplastic, Standard, Yellow, 2-4 Dotted Guide Line /6-10 Dotted Extension Line, 6"Gm 0.549 0711- 14-125 Thermoplastic, Preformed, White, Solid, 24" Forcrosswalklf 572.000 0711- 14-160 Thermoplastic, Preformed, White, Message Ea 18.000 0711- 14-170 Thermoplastic, Preformed, White, Arrow Ea 18.000 0711- 14-660 Thermoplastic, Preformed, Multi Color Route Shield Ea 2.000 0711- 15-101 Thermoplastic, Standard-open Graded Asphalt Surfaceswhite, Solid, 6"Gm 3.136 0711- 15-131 Thermoplastic, Standard-open Graded Asphalt Surfaces, White, Skip, 6",10-30 Skip or 3-9 Lane Dropgm 16.986 0711- 15-201 Thermoplastic, Standard-open Graded Asphalt Surfaces, Yellow, Solid, 6" Gm 1.503 0711- 16-101 Thermoplastic, Standard-other Surfaces, White, Solid, 6" Gm 9.558 0711- 16-102 Thermoplastic, Standard-other Surfaces, White, Solid, 8" Gm 0.712 0711- 16-131 Thermoplastic, Standard-other Surfaces, White, Skip, 6",10 -30 Skip or 3-9 Lane Drop Gm 4.497 0711- 16-201 Thermoplastic, Standard-other Surfaces, Yellow, Solid, 6" Gm 5.204 0713-103-101 Permanent Tape, White, Solid, 6" for Concrete Bridges Gm 0.266 0713-103-131 Permanent Tape, White, Skip/dotted, 6" for Concrete Surfaces Gm 0.266 0713-103-201 Permanent Tape, Yellow, Solid, 6" for Concrete Bridges Gm 0.266 0713-103-331 Permanent Tape, Black, Skip/dotted, 6" for Concrete Surfaces Gm 0.266 Section 0003 Signalization 0101- 1- Mobilization (43996515201) Ls 1.000 0102- 1- Maintenance of Traffic (43996515201) Ls 1.000 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 1,483.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 2,321.000 0632- 7- 1 Signal Cable- New or Reconstructed Intersection, Furnish & Install Pi 3.000 0633- 1-111 Fiber Optic Cable, F&i, Overhead,2-12 Fibers Lf 935.000 0633- 1-121 Fiber Optic Cable, F&i, Underground,2-12 Fibers Lf 189.000 0633- 2- 31 Fiber Optic Connection, Install, Splice Ea 10.000 0633- 2- 32 Fiber Optic Connection, Install, Termination Ea 1.000 0633- 3- 11 Fiber Optic Connection Hardware, F&i, Splice Enclosure Ea 2.000 0633- 3- 12 Fiber Optic Connection Hardware, F&i, Splice Tray Ea 2.000 0633- 3- 14 Fiber Optic Connection Hardware, F&i, Buffer Tube Fan Out Kit Ea 1.000 0633- 3- 16 Fiber Optic Connection Hardware, F&i, Patch Panel- Field Terminated Ea 1.000 0635- 2- 11 Pull & Splice Box, F&i, 13" X 24" Cover Size Ea 91.000 0635- 2- 12 Pull & Splice Box, F&i, 24" X 36" Cover Size Ea 4.000 0639- 1-121 Electrical Power Service, F&i, Underground, Meter Furnished by Power Company As 2.000 0639- 1-122 Electrical Power Service, F&i, Underground, Meter Purchased by Contractor As 1.000 0639- 2- 1 Electrical Service Wire, Furnish & Install Lf 121.000 0639- 3- 11 Electrical Service Disconnect, F&i, Pole Mount Ea 1.000 0641- 2- 11 Prestressed Concrete Pole, F&i, Type P-ii Pedestal Ea 1.000 0641- 2- 12 Prestressed Concrete Pole, F&i, Type P-ii Service Pole Ea 1.000 0641- 2- 80 Prestressed Concrete Pole, Complete Pole Removalpole 30' and Greater Ea 8.000 0646- 1- 11 Aluminum Signals Pole, Pedestal Ea 6.000 0649- 21- 6 Steel Mast Arm Assembly, Furnish and Install, Single Arm 50' Ea 1.000 0649- 21- 9 Steel Mast Arm Assembly, Furnish and Install, Double Arm 50'-50' Ea 1.000 0649- 21- 10 Steel Mast Arm Assembly, Furnish and Install, Single Arm 60' Ea 1.000 0649- 21- 21 Steel Mast Arm Assembly, Furnish and Install, Single Arm 78' Ea 4.000 0649- 21- 26 Steel Mast Arm Assembly, Furnish and Install, Double Arm 78'-70' Ea 3.000 0650- 1- 14 Vehicular Traffic Signal, Furnish & Install Aluminum, 3 Section, 1 Way As 38.000 0650- 1- 16 Vehicular Traffic Signal, Furnish & Install Aluminum, 4 Section, 1 Way As 5.000 0653- 1- 11 Pedestrian Signal, Furnish & Install Led Countdown, 1 Way As 6.000 0660- 1-103 Loop Detector Inductive, F&i, Type 3 Ea 9.000 0660- 1-109 Loop Detector Inductive, F&i, Type 9 Ea 21.000 0660- 1-600 Loop Detector Inductive, Remove- Cabinet to Remain Ea 31.000 0660- 2-101 Loop Assembly- F&i, Type a as 49.000 0660- 2-102 Loop Assembly, F&i, Type B as 40.000 0665- 1- 11 Pedestrian Detector, Furnish & Install, Standard Ea 6.000 0670- 5-110 Traffic Controller Assembly, F&i, Nema as 2.000 0670- 5-111 Traffic Controller Assembly, F&i, Nema, 1 Preemption as 1.000 0670- 5-600 Traffic Controller Assembly, Remove Controller Withcabinetas 3.000 0682- 1-133 Its Cctv Camera, F&i, Dome Enclosure - Non-pressurized,ip, High Definitionea 1.000 0682- 1-600 Its Cctv Camera, Remove & Disposal Ea 1.000 0685- 1- 11 Uninterruptible Power Supply, Furnish and Install, Lineinteractiveea 2.000 0700- 3-101 Sign Panel, Furnish & Install Ground Mount, Up to 12 Sf Ea 4.000 0700- 3-201 Sign Panel, Furnish & Install Overhead Mount, Up to 12 Sf Ea 1.000 0700- 3-202 Sign Panel, Furnish & Install Overhead Mount, 12-20 Sf Ea 4.000 0700- 5- 21 Internally Illuminated Sign, Furnish & Install Overheadmount, Up to 12 Sfea 6.000 0700- 5- 22 Internally Illuminated Sign, Furnish & Install, Overheadmount, 12-18 Sfea 4.000 0999- 25- Initial Contingency Amount, Do Not Bid (43996515201) Ls 1.000 Section 0004 Utilities 0425- 5- 1 Manhole, Adjust, Utilities Ea 8.000 0425- 6- Valve Boxes, Adjust Ea 9.000

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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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents