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Last Updated | 11/19/2020 02:20 AM |
Project Title | Bike Path/Trail and Bike Lane/Sidewalk/Milling and Resurfacing/Drainage Improvements |
Physical Address | View project details and contacts |
City, State (County) | Temple Terrace, FL 33617 (Hillsborough County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, Sidewalks/Parking Lot |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $4,566,300 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | D720014B, D720014B, D720039B Improvements under this contract consist of two separate segments (FPID Nos. 439532-1-52-01 and 439532-2-52-01). The first segment of the Morris Bridge Road Project (FPID 439532-1) begins at Fowler Ave. and ends at Fletcher Ave. The improvements include milling & resurfacing, base work, shoulder treatments, drainage improvements, bike path/trail, sidewalk, guardrail, traffic signals, signing/pavement markings. The second segment of Morris Bridge Road improvements (FPID 439532-2) extends from Davis Rd. to Fowler Ave. The improvements include milling & resurfacing, base work, shoulder treatments, drainage improvements, sidewalk, traffic signals, signing/pavement markings. Both of the segments are located within the City of Temple Terrace, in Hillsborough County. Section 0001 Structures 0110- 3- Removal Of Existing Structures/Bridges (43953215201) Ls 1.000 0458- 1- 21 Bridge Deck Expansion Joint, Rehabilitation, Poured Joint With Backer Rod Lf 162.000 0515- 4- 1 Bullet Rail, Single Rail Lf 296.000 0515- 4- 2 Bullet Rail, Double Rail Lf 296.000 0521- 5- 13 Concrete Traffic Railing- Bridge, 36" Single-Slope Lf 296.000 0521- 6- 11 Concrete Parapet, Pedestrian/Bicycle, 27" Height Lf 296.000 Section 0002 Roadway 0101- 1- Mobilization (43953215201) Ls 1.000 0101- 1- Mobilization (43953215202) Ls 1.000 0101- 1- Mobilization (43953225201) Ls 1.000 0102- 1- Maintenance Of Traffic (43953215201) Ls 1.000 0102- 1- Maintenance Of Traffic (43953215202) Ls 1.000 0102- 1- Maintenance Of Traffic (43953225201) Ls 1.000 0102- 3- Commercial Material For Temporary Driveway Maintenance Cy 53.500 0102- 4- Pedestrian Special Detour (43953215201) Ls 1.000 0102- 4- Pedestrian Special Detour (43953225201) Ls 1.000 0102- 14- Traffic Control Officer Hr 512.000 0102- 60- Work Zone Sign Ed 38,100.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 148,050.000 0102- 74- 8 Channelizing Device- Pedestrian Lcd (Longitudinal Channelizing Device) Fd 194,700.000 0102- 78- Temporary Raised/Retroreflective Pavement Marker Ea 1,197.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 1,056.000 0102-104- Temporary Signalization And Maintenance, Intersection Ed 500.000 0102-107- 1 Temporary Traffic Detection And Maintenance, Intersection Ed 500.000 0102-913- 31 Removable Tape, Yellow, Solid, 6" Gm 0.098 0104- 10- 3 Sediment Barrier Lf 21,667.000 0104- 11- Floating Turbidity Barrier Lf 612.000 0104- 12- Staked Turbidity Barrier- Nylon Reinforced Pvc Lf 82.000 0104- 15- Soil Tracking Prevention Device Ea 2.000 0104- 18- Inlet Protection System Ea 19.000 0107- 1- Litter Removal Ac 204.490 0107- 2- Mowing Ac 190.430 0108- 2- Monitor Existing Structures- Vibration Monitoring (43953215201) Ls 1.000 0108- 2- Monitor Existing Structures- Vibration Monitoring (43953225201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43953215201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43953215202) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43953225201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 1,972.000 0110- 7- 1 Mailbox, f&i Single Ea 2.000 0120- 1- Regular Excavation Cy 5,052.700 0120- 6- Embankment Cy 7,557.600 0160- 4- Type b Stabilization Sy 21,513.000 0285-701- Optional Base, Base Group 01 Sy 13,288.000 0285-702- Optional Base, Base Group 02 Sy 103.000 0285-712- Optional Base, Base Group 12 Sy 1,981.000 0327- 70- 1 Milling Exist Asph Pavt, 1" Avg Depth Sy 39,504.000 0334- 1- 11 Superpave Asphaltic Conc, Traffic a Tn 330.900 0334- 1- 12 Superpave Asphaltic Conc, Traffic b Tn 1,041.600 0337- 7- 80 Asphalt Concrete Friction Course,Traffic b, Fc-9.5, Pg 76- 22 Tn 2,745.000 0339- 1- Miscellaneous Asphalt Pavement Tn 31.900 0400- 0- 11 Concrete Class Ns, Gravity Wall Cy 387.500 0425- 1-321 Inlets, Curb, Type p-2, 10` Ea 1.000 0425- 1-521 Inlets, Dt Bot, Type c,10` Ea 4.000 0425- 1-531 Inlets, Ditch Bottom, Type c Modified- Back Of Sidewalk, 10` Ea 4.000 0425- 1-541 Inlets, Dt Bot, Type d, 10` Ea 2.000 0425- 1-551 Inlets, Dt Bot, Type e, 10` Ea 8.000 0425- 2- 61 Manholes, p-8, 10` Ea 6.000 0430-175-115 Pipe Culvert,Optional Material,Round, 15"s/Cd Lf 9.000 0430-175-118 Pipe Culvert,Optional Material,Round, 18"s/Cd Lf 2,195.000 0430-175-124 Pipe Culvert,Optional Material,Round, 24"s/Cd Lf 134.000 0430-175-130 Pipe Culvert, Opt Material, Round, 30"s/Cd Lf 164.000 0430-175-136 Pipe Culvert, Opt Material, Round, 36"s/Cd Lf 296.000 0430-175-142 Pipe Culvert, Opt Material, Round, 42"s/Cd Lf 32.000 0430-518-100 Straight Concrete Endwalls, 18", Single, 0 Degrees, Round Ea 1.000 0430-524-200 Straight Concrete Endwalls, 24", Double, 0 Degrees, Round Ea 1.000 0430-530-100 Straight Concrete Endwalls, 30", Single, 0 Degrees, Round Ea 1.000 0430-536-100 Straight Concrete Endwalls, 36", Single, 0 Degrees, Round Ea 1.000 0430-542-100 Straight Concrete Endwalls, 42", Single, 0 Degrees, Round Ea 2.000 0430-611-225 u-Endwall With Baffles, Index 261/430-011, 1:3 Slope, 18"Pipe Ea 1.000 0430-830- Pipe Filling And Plugging- Place Out Of Service Cy 2.100 0430-982-125 Mitered End Section, Optional Round, 18" Cd Ea 3.000 0430-982-129 Mitered End Section, Optional Round, 24" Cd Ea 2.000 0430-984-125 Mitered End Section, Optional Round, 18" Sd Ea 2.000 0515- 1- 2 Pipe Handrail - Guiderail, Aluminum Lf 134.000 0515- 2-311 Pedestrian/ Bicycle Railing, Aluminum Only,42" Type 1 Lf 1,372.000 0520- 1- 7 Concrete Curb & Gutter, Type e Lf 236.000 0520- 1- 10 Concrete Curb & Gutter, Type f Lf 1,095.000 0520- 2- 4 Concrete Curb, Type d Lf 55.000 0521- 72- 40 Shoulder Concrete Barrier, 38" Or 44" Height Lf 190.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 3,497.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 484.000 0524- 1- 29 Concrete Ditch Pavement, 4", Reinforced Sy 187.000 0527- 2- Detectable Warnings Sf 825.000 0530- 3- 4 Riprap, Rubble, f&i, Ditch Lining Tn 362.000 0530- 74- Bedding Stone Tn 390.000 0536- 1- 1 Guardrail -Roadway, General Tl-3 Lf 454.000 0536- 6- Pipe Rail For Guardrail Lf 235.000 0536- 7- 3 Special Guardrail Post- Encased Post For Shallow Mount Ea 2.000 0536- 8- 13 Approach Transition Connection To Rigid Barrier, Furnish And Install, Tl-3 Ea 4.000 0536- 73- Guardrail Removal Lf 353.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 4.000 0550- 10-220 Fencing, Type b, 5.1-6.0`, Standard Lf 607.000 0570- 1- 2 Performance Turf, Sod Sy 37,076.000 0571- 1- 12 Plastic Erosion Mat, Trm, Type 2 Sy 156.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 0.160 0710- 11-123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12" Lf 1,682.000 0710- 11-125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" Lf 571.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 2.952 0999- 25- Initial Contingency Amount, Do Not Bid (43953215201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (43953215202) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (43953225201) Ls 1.000 Section 0003 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 136.000 0700- 1- 12 Single Post Sign, f&i Ground Mount, 12-20 Sf As 5.000 0700- 1- 50 Single Post Sign, Relocate As 4.000 0700- 1- 60 Single Post Sign, Remove As 76.000 0700- 2- 60 Multi- Post Sign, Remove As 4.000 0700- 3-101 Sign Panel, Furnish & Install Ground Mount, Up To 12 Sf Ea 3.000 0700- 3-601 Sign Panel, Remove, Up To 12 Sf Ea 5.000 0705- 10- 1 Object Marker, Type 1 Ea 12.000 0705- 10- 3 Object Marker, Type 3 Ea 4.000 0705- 11- 1 Delineator, Flexible Tubular Ea 25.000 0710- 11-290 Painted Pavement Markings, Standard, Yellow, Island Nose Sf 10.000 0710- 90- Painted Pavement Markings, Final Surface (43953215201) Ls 1.000 0710- 90- Painted Pavement Markings, Final Surface (43953225201) Ls 1.000 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" For Crosswalk And Roundabout Lf 2,902.000 0711- 11-124 Thermoplastic, Standard, White, Solid, 18" For Diagonals And Chevrons Lf 100.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 411.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10gap Extension, 6" Gm 0.240 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 32.000 0711- 11-180 Thermoplastic, Standard, White, Yield Line Lf 30.000 0711- 11-224 Thermoplastic, Standard, Yellow, Solid, 18" For Diagonal Or Chevron Lf 501.000 0711- 11-241 Thermoplastic, Standard, Yellow, 2-4 Dotted Guide Line /6-10 Dotted Extension Line, 6" Gm 0.028 0711- 14-125 Thermoplastic, Preformed, White, Solid, 24" For Crosswalk Lf 2,130.000 0711- 14-160 Thermoplastic, Preformed, White, Message Ea 12.000 0711- 14-170 Thermoplastic, Preformed, White, Arrow Ea 12.000 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 4.154 0711- 16-102 Thermoplastic, Standard-Other Surfaces, White, Solid, 8" Gm 0.121 0711- 16-131 Thermoplastic, Standard-Other Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 0.029 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 4.019 0713-103-101 Permanent Tape, White, Solid, 6" For Concrete Bridges Gm 0.098 0713-103-201 Permanent Tape, Yellow, Solid, 6" For Concrete Bridges Gm 0.098 0713-107- Preformed/Permanent Tape, Remove Sf 516.000 Section 0004 Signalization 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 270.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 176.000 0632- 7- 1 Signal Cable- New Or Reconstructed Intersection, Furnish & Install Pi 1.000 0634- 4-153 Span Wire Assembly, f&i, Two Point, Box Or Drop Box Pi 1.000 0634- 4-600 Span Wire Assembly, Remove- Poles Remain Pi 1.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 8.000 0641- 2- 12 Prestressed Concrete Pole, f&i, Type p-Ii Service Pole Ea 1.000 0646- 1- 40 Aluminum Signals Pole, Relocate Ea 4.000 0646- 1- 60 Aluminum Signals Pole, Remove Ea 2.000 0650- 1- 19 Vehicular Traffic Signal, Furnish & Install Aluminum, 5 Section Cluster, 1 Way As 1.000 0650- 1- 70 Vehicular Traffic Signal, Relocate- Includes Removal Andreinstallation As 17.000 0653- 1- 12 Pedestrian Signal, Furnish & Install Led Countdown, 2 Ways As 2.000 0653- 1- 60 Pedestrian Signal, Remove Ped Signal- Pole/Pedestal To Remain As 2.000 0654- 2- 22 Rectangular Rapid Flashing Beacon, Furnish & Installsolar Powered, Complete Sign Assembly- Back To Back As 4.000 0660- 1-103 Loop Detector Inductive, f&i, Type 3 Ea 1.000 0660- 2-101 Loop Assembly- f&i, Type a As 7.000 0660- 2-106 Loop Assembly, f&i, Type f As 2.000 0665- 1- 40 Pedestrian Detector, Relocate Ea 4.000 0670- 5-400 Traffic Controller Assembly, Modify As 1.000 0700- 3-201 Sign Panel, Furnish & Install Overhead Mount, Up To 12 Sf Ea 1.000 0700- 3-401 Sign Panel, Install, Up To 12 Sf Ea 3.000 0700- 5- 50 Internally Illuminated Sign, Relocate Ea 4.000 0715- 1- 12 Lighting Conductors, f&i, Insulated, No.8 - 6 Lf 1,142.000 0715- 4- 11 Light Pole Complete, Furnish & Install Standard Pole Standard Foundation, 30` Mounting Height Ea 2.000 0715- 4- 12 Light Pole Complete, Furnish & Install Standard Pole Standard Foundation, 35` Mounting Height Ea 2.000 0715- 7- 11 Load Center, f&i, Secondary Voltage Ea 1.000 0715- 7- 21 Load Center, Rework, Secondary Voltage Ea 1.000 0715-500- 1 Pole Cable Distribution System, Furnish And Install, Conventional Ea 4.000 |
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