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| Last Updated | 09/26/2019 05:51 AM |
| Project Title | Bridge Replacement |
| Physical Address | View project details and contacts |
| City, State (County) | FL (Palm Beach County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Bridge |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $1,991,222 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Contract consist of Replacing the Bridge on Seminole with a single Span bridge Accommodating Sidewalks and bike lanes. The Proposed Typical Section Package will include two-12 foot lanes of travel, 5 foot designated bike lanes on both sides of roadway and a minimum of 6 foot sidewalks on both sides of roadway, raised from the roadway by at least 6 inches of curb. Sidewalks and bike paths shall not extend past the begin/end bridge. Section 0001 Structures 0110- 3- Removal Of Existing Structures/Bridges (43689445201) Ls 1.000 0400- 2- 4 Conc Class Ii, Bridge Superstructure Cy 10.500 0400- 2- 10 Concrete Class Ii, Approach Slabs Cy 29.900 0400- 2- 47 Concrete Class Ii, Cast-In-Place Topping With Shrinkage Reducing Admixture Cy 45.700 0400- 4- 5 Concrete Class Iv, Bridge Substructure Cy 67.300 0400- 7- Bridge Deck Grooving, Less Than 8.5" Sy 176.000 0400-148- Plain Neoprene Bearing Pads Cf 4.300 0415- 1- 4 Reinforcing Steel - Bridge Superstructure Lb 10,439.000 0415- 1- 5 Reinforcing Steel- Bridge Substructure Lb 5,872.000 0415- 1- 9 Reinforcing Steel- Approach Slabs Lb 5,384.000 0450- 8- 14 Prestressed Beam: Florida Slab Beam, Beam Depth 12", Width 58-60" Lf 331.000 0455-111- Core-Pilot Hole, Drilled Shaft Excavation Lf 84.000 0455-112-101 Auger Grouted Pile, 24" Diameter, Project 436894-4-52-01 Lf 1,158.000 0455-119-103 Load Test-Static, Compression,101-600 Tons Ea 1.000 0455-148-901 Thermal Integrity Testing For Auger Cast Piles, Project 436894-4-52-01 Ea 15.000 0458- 1- 11 Bridge Deck Expansion Joint, New Construction, f&i Poured Joint With Backer Rod Lf 98.000 0521- 5- 5 Concrete Traffic Railing- Bridge, 42" Vertical Face Lf 98.000 0530- 1- Riprap, Sand-Cement Cy 30.000 0530- 3- 3 Riprap- Rubble, Bank And Shore Tn 330.200 0530- 74- Bedding Stone Tn 208.600 Section 0002 Roadway 0101- 1- Mobilization (43689445201) Ls 1.000 0102- 1- Maintenance Of Traffic (43689445201) Ls 1.000 0102- 3- Commercial Material For Temporary Driveway Maintenance Cy 36.100 0102- 60- Work Zone Sign Ed 28,101.000 0102- 71- 16 Temporary Barrier, f&i, Free Standing Lf 138.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 6,460.000 0102- 74- 2 Channelizing Device, Type Iii, 6` Ed 1,292.000 0102- 74- 7 Channelizing Device- Pedestrian Lcd (Longitudinal Channelizing Device) Lf 178.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 674.000 0104- 10- 3 Sediment Barrier Lf 419.000 0104- 11- Floating Turbidity Barrier Lf 50.000 0104- 18- Inlet Protection System Ea 3.000 0108- 1- Monitor Existing Structures- Inspection And Settlement Monitoring (43689445201) Ls 1.000 0108- 2- Monitor Existing Structures- Vibration Monitoring (43689445201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43689445201) Ls 1.000 0110- 2- 2 Selective Clearing And Grubbing, Areas With Trees To Remain Ac 0.030 0110- 4- 10 Removal Of Existing Concrete Sy 139.000 0110- 7- 1 Mailbox, f&i Single Ea 2.000 0120- 1- Regular Excavation Cy 353.500 0120- 5- Channel Excavation Cy 278.500 0120- 6- Embankment Cy 588.100 0160- 4- Type b Stabilization Sy 1,520.000 0285-701- Optional Base, Base Group 01 Sy 274.000 0285-707- Optional Base, Base Group 07 Sy 878.000 0286- 1- Turnout Construction/Driveway Base- Optional Materials Sy 221.000 0334- 1- 13 Superpave Asphaltic Conc, Traffic c Tn 80.300 0337- 7- 82 Asphalt Concrete Friction Course,Traffic c, Fc-9.5, Pg 76- 22 Tn 60.100 0339- 1- Miscellaneous Asphalt Pavement Tn 8.200 0400- 1- 2 Concrete Class i, Endwalls Cy 3.500 0425- 1-523 Inlets, Dt Bot, Type c,Jbot, <10` Ea 2.000 0430-175-115 Pipe Culvert,Optional Material,Round, 15"s/Cd Lf 49.000 0430-175-124 Pipe Culvert,Optional Material,Round, 24"s/Cd Lf 24.000 0521- 72- 40 Shoulder Concrete Barrier, 38" Or 44" Height Lf 13.000 0536- 1- 0 Guardrail -Roadway, General/Low Speed Tl-2 Lf 208.000 0536- 7- 3 Special Guardrail Post- Encased Post For Shallow Mount Ea 4.000 0536- 8- 12 Approach Transition Connection To Rigid Barrier, Furnish And Install, Tl-2 Ea 3.000 0536- 73- Guardrail Removal Lf 54.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 1.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 2.000 0570- 1- 2 Performance Turf, Sod Sy 707.000 0999- 16- Partnering, Do Not Bid (43689445201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (43689445201) Ls 1.000 Section 0003 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 6.000 0700- 1- 60 Single Post Sign, Remove As 6.000 0710- 90- Painted Pavement Markings, Final Surface (43689445201) Ls 1.000 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" For Crosswalk And Roundabout Lf 50.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 26.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10 Gap Extension, 6" Gm 0.022 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 0.099 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 0.080 0713-103-101 Permanent Tape, White, Solid, 6" For Concrete Bridges Gm 0.013 0713-103-201 Permanent Tape, Yellow, Solid, 6" For Concrete Bridges Gm 0.013 | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
