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Last Updated | 10/28/2021 08:48 AM |
Project Title | Milling and Resurfacing/Shoulder Widening/Drainage Improvements-SR 39 (Paul s Buchman Hwy) |
Physical Address | View project details and contacts |
City, State (County) | FL (Hillsborough County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $13,282,900 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Contract consist of full-depth reclamation, milling and resurfacing, shoulder widening, left-turn lane addition to Hunter Rd., left-turn lane extension to Bruton Rd., drainage updates, guardrail replacement, and driveway upgrades to SR 39 (Paul S. Buchman Hwy.) Section 0001 Roadway 0101- 1- Mobilization (43983115201) Ls 1.000 0102- 1- Maintenance Of Traffic (43983115201) Ls 1.000 0102- 60- Work Zone Sign Ed 13,855.000 0102- 71- 15 Temporary Barrier, f&i, Anchored Lf 260.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 10,360.000 0102- 89- 1 Temporary Crash Cushion, Redirective Option Lo 1.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 618.000 0102-150- 1 Portable Regulatory, Sign Ed 590.000 0102-909- Temporary Raised Rumble Strips- Per Day, Includes All Sets And Relocations Da 360.000 0104- 10- 3 Sediment Barrier Lf 88,248.000 0104- 11- Floating Turbidity Barrier Lf 416.000 0104- 12- Staked Turbidity Barrier- Nylon Reinforced Pvc Lf 942.000 0104- 15- Soil Tracking Prevention Device Ea 2.000 0104- 18- Inlet Protection System Ea 3.000 0107- 1- Litter Removal Ac 673.600 0107- 2- Mowing Ac 627.920 0110- 1- 1 Clearing & Grubbing (43983115201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 12.000 0110- 7- 1 Mailbox, f&i Single Ea 112.000 0120- 1- Regular Excavation Cy 7,978.000 0120- 6- Embankment Cy 7,000.000 0160- 4- Type b Stabilization Sy 53,232.000 0285-706- Optional Base, Base Group 06 Sy 2,705.000 0285-715- Optional Base, Base Group 15 Sy 2,417.000 0286- 1- Turnout Construction/Driveway Base- Optional Materials Sy 5,266.000 0327- 70- 6 Milling Existing Asphalt Pavement, 1 1/2" Avg Depth Sy 1,395.000 0327- 70- 23 Milling Existing Asphalt Pavement, 6" Avg Depth Sy 873.000 0334- 1- 54 Superpave Asphaltic Concrete, Traffic d, Pg76-22 Tn 18,719.000 0337- 7- 94 Asphalt Concrete Friction Course,Traffic d, Fc-12.5, High Polymer Tn 10,681.400 0339- 1- Miscellaneous Asphalt Pavement Tn 78.300 0425- 1-521 Inlets, Dt Bot, Type c,<10' Ea 1.000 0425- 1-541 Inlets, Dt Bot, Type d, <10' Ea 5.000 0425- 1-549 Inlets, Dt Bot, Type d, Modify Ea 2.000 0430-174-118 Pipe Culvert, Optional Material, Round, 18"Sd Lf 575.000 0430-174-124 Pipe Culvert, Optional Material, Round, 24"Sd Lf 189.000 0430-174-130 Pipe Culvert, Optional Material, Round, 30"Sd Lf 283.000 0430-174-136 Pipe Culvert, Optional Material, Round, 36"Sd Lf 225.000 0430-174-142 Pipe Culvert, Optional Material, Round, 42"Sd Lf 28.000 0430-174-218 Pipe Culvert, Optional Material, Other Shape - Ellip/Arch, 18"Sd Lf 114.000 0430-174-224 Pipe Culvert, Optional Material, Other Shape - Ellip/Arch, 24"Sd Lf 67.000 0430-174-230 Pipe Culvert, Optional Material, Other Shape - Ellip/Arch, 30"Sd Lf 128.000 0430-174-236 Pipe Culvert, Optional Material, Other Shape - Ellip/Arch, 36"Sd Lf 119.000 0430-175-118 Pipe Culvert,Optional Material,Round, 18"s/Cd Lf 611.000 0430-175-224 Pipe Culvert,Optional Material,Other Shape-Elip/Arch, 24"s/Cd Lf 158.000 0430-984-125 Mitered End Section, Optional Round, 18" Sd Ea 42.000 0430-984-129 Mitered End Section, Optional Round, 24" Sd Ea 16.000 0430-984-133 Mitered End Section , Optional Round, 30" Sd Ea 20.000 0430-984-138 Mitered End Section , Optional Round, 36" Side Drain Ea 18.000 0430-984-140 Mitered End Section , Optional Round, 42" Sd Ea 2.000 0430-984-625 Mitered End Sect, Optional - Elliptical / Arch, 18" Sd Ea 4.000 0430-984-629 Mitered End Sect, Optional - Elliptical / Arch, 24" Sd Ea 8.000 0430-984-633 Mitered End Sect, Optional /Ellip/Arch, 30" Sd Ea 10.000 0430-984-638 Mitered End Sect, Optional /Ellip/Arch, 36" Sd Ea 8.000 0440- 1- 20 Underdrain, Type Ii Lf 17,181.000 0440- 70- Underdrain Inspection Box Ea 36.000 0440- 73- 1 Underdrain Outlet Pipe, 4" Lf 873.000 0520- 6- Shoulder Gutter- Concrete Lf 32.000 0524- 1- 29 Concrete Ditch Pavement, 4", Reinforced Sy 57.000 0536- 1- 1 Guardrail -Roadway, General Tl-3 Lf 781.000 0536- 8-122 Guardrail Transition Connection To Rigid Barrier, f&Iindex 536-002, Approach Tl-3 Ea 8.000 0536- 73- Guardrail Removal Lf 808.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 4.000 0570- 1- 2 Performance Turf, Sod Sy 113,160.000 0570- 1- 3 Performance Turf, Sod And Soil- Shoulder Treatment Index 570-010 Sy 193.000 0571- 1- 12 Plastic Erosion Mat, Trm, Type 2 Sy 306.000 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 45.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 1.000 0695- 1- 1 Traffic Monitoring Site Vehicle Sensor-Non-Weight, Furnish & Install Ea 2.000 0695- 6- 12 Traffic Monitoring Site Inductive Loop Assembly, Furnish & Install, 2 Loops Ea 4.000 0695- 7-162 Traffic Monitoring Site Cabinet, f&i, Type 3, 2 Pane Back, Pedestal Mount Ea 1.000 0706- 1- 3 Raised Pavement Marker, Type b Ea 1,558.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 13.732 0710- 11-125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" Lf 93.000 0710- 11-141 Painted Pavement Markings, Standard, White, 2-4 Dotted Guideline/ 6-10 Dotted Extension, 6" Gm 0.125 0710- 11-160 Painted Pavement Markings, Standard, White, Message Or Symbol Ea 3.000 0710- 11-170 Painted Pavement Markings, Standard, White, Arrows Ea 19.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 8.561 0710- 11-224 Painted Pavement Markings, Standard, Yellow, Solid For Diagonal Or Chevron, 18" Lf 491.000 0710- 11-231 Painted Pavement Markings, Standard, Yellow, Skip, 6" Gm 2.466 0710- 11-241 Painted Pavement Markings, Standard, Yellow, 2-4 Dotted Guideline/6-10 Dotted Extension, 6" Gm 0.087 0915-332- 4 Full Depth Reclamation, Project 439831-1-52-01 Sy 123,451.000 0999- 25- Initial Contingency Amount, Do Not Bid (43983115201) Ls 1.000 Section 0002 Signing 0546- 72- 3 Ground-In Rumble Strips, 8" Sinusoidal Gm 18.454 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 31.000 0700- 1- 50 Single Post Sign, Relocate As 9.000 0700- 1- 60 Single Post Sign, Remove As 75.000 0700- 2- 11 Multi- Post Sign, f&i Ground Mount, Up To 12 Sf As 1.000 0700- 2- 13 Multi- Post Sign, f&i Ground Mount, 21-30 Sf As 1.000 0700- 2- 60 Multi- Post Sign, Remove As 1.000 0701- 17-101 Profiled Thermoplastic,Standard- Concrete Surfaces, White, Solid,6" Gm 0.135 0701- 17-201 Profiled Thermoplastic,Standard- Concrete Surfaces, Yellow, Solid,6" Gm 0.135 0701- 18-101 Profiled Thermoplastic,Standard- Asphalt Surfaces, White, Solid,6" Gm 0.041 0701- 18-201 Profiled Thermoplastic,Standard- Asphalt Surfaces, Yellow, Solid,6" Gm 0.041 0705- 10- 1 Object Marker, Type 1 Ea 3.000 0706- 1- 3 Raised Pavement Marker, Type b Ea 1,569.000 0710- 90- Painted Pavement Markings, Final Surface (43983115201) Ls 1.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 93.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10 Gap Extension, 6" Gm 0.159 0711- 11-160 Thermoplastic, Standard, White, Message Or Symbol Ea 3.000 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 19.000 0711- 11-224 Thermoplastic, Standard, Yellow, Solid, 18" For Diagonal Or Chevron Lf 495.000 0711- 11-241 Thermoplastic, Standard, Yellow, 2-4 Dotted Guide Line /6- 10 Dotted Extension Line, 6" Gm 0.088 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 12.762 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 8.760 0711- 16-231 Thermoplastic, Standard-Other Surfaces, Yellow, Skip, 6" Gm 2.147 0711- 17- 1 Thermoplastic, Remove Existing Thermoplastic Pavement Markings- Surface To Remain Sf 712.000 |
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