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| Last Updated | 09/26/2019 05:46 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 | $2,061,693 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Contract consist of Replacing the Existing Bridge #934419 with a 3 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 (43689425201) Ls 1.000 0400- 2- 4 Conc Class Ii, Bridge Superstructure Cy 35.700 0400- 2- 10 Concrete Class Ii, Approach Slabs Cy 77.200 0400- 2- 47 Concrete Class Ii, Cast-In-Place Topping With Shrinkage Reducing Admixture Cy 151.800 0400- 4- 5 Concrete Class Iv, Bridge Substructure Cy 82.100 0400- 9- Bridge Deck Grooving & Planing, Deck 8.5" And Greater Sy 600.000 0400-148- Plain Neoprene Bearing Pads Cf 12.800 0415- 1- 4 Reinforcing Steel - Bridge Superstructure Lb 35,322.000 0415- 1- 5 Reinforcing Steel- Bridge Substructure Lb 9,850.000 0415- 1- 9 Reinforcing Steel- Approach Slabs Lb 15,015.000 0450- 8- 14 Prestressed Beam: Florida Slab Beam, Beam Depth 12", Width 58-60" Lf 1,135.000 0455- 34- 3 Prestressed Concrete Piling, 18" Sq Lf 1,415.000 0455-137- 1 Load Test (Dynamic), Internal Gauges Ea 24.000 0455-143-103 Test Piles-Prestressed Concrete, 100% Dynamic Testing With Internal Gauges, 18" Sq Lf 315.000 0458- 1- 11 Bridge Deck Expansion Joint, New Construction, f&i Poured Joint With Backer Rod Lf 196.000 0521- 5- 5 Concrete Traffic Railing- Bridge, 42" Vertical Face Lf 312.000 0530- 1- Riprap, Sand-Cement Cy 30.000 0530- 3- 3 Riprap- Rubble, Bank And Shore Tn 1,276.600 0530- 74- Bedding Stone Tn 551.700 Section 0002 Roadway 0101- 1- Mobilization (43689425201) Ls 1.000 0102- 1- Maintenance Of Traffic (43689425201) Ls 1.000 0102- 3- Commercial Material For Temporary Driveway Maintenance Cy 58.100 0102- 4- Pedestrian Special Detour (43689425201) Ls 1.000 0102- 60- Work Zone Sign Ed 51,840.000 0102- 71- 16 Temporary Barrier, f&i, Free Standing Lf 75.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 7,200.000 0102- 74- 2 Channelizing Device, Type Iii, 6` Ed 1,440.000 0102- 74- 7 Channelizing Device- Pedestrian Lcd (Longitudinal Channelizing Device) Lf 216.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 748.000 0104- 10- 3 Sediment Barrier Lf 794.000 0104- 11- Floating Turbidity Barrier Lf 165.000 0104- 18- Inlet Protection System Ea 2.000 0108- 1- Monitor Existing Structures- Inspection And Settlement Monitoring (43689425201) Ls 1.000 0108- 2- Monitor Existing Structures- Vibration Monitoring (43689425201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43689425201) Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 465.000 0120- 1- Regular Excavation Cy 295.500 0120- 5- Channel Excavation Cy 1,452.800 0120- 6- Embankment Cy 403.300 0160- 4- Type b Stabilization Sy 2,081.000 0285-701- Optional Base, Base Group 01 Sy 451.000 0285-707- Optional Base, Base Group 07 Sy 1,202.000 0286- 1- Turnout Construction/Driveway Base- Optional Materials Sy 319.000 0334- 1- 13 Superpave Asphaltic Conc, Traffic c Tn 105.300 0337- 7- 82 Asphalt Concrete Friction Course,Traffic c, Fc-9.5, Pg 76- 22 Tn 84.900 0339- 1- Miscellaneous Asphalt Pavement Tn 6.000 0521- 72- 40 Shoulder Concrete Barrier, 38" Or 44" Height Lf 26.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 97.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 26.000 0536- 1- 0 Guardrail -Roadway, General/Low Speed Tl-2 Lf 145.000 0536- 7- 3 Special Guardrail Post- Encased Post For Shallow Mount Ea 3.000 0536- 73- Guardrail Removal Lf 208.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 2.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 2.000 0546- 71- 1 Raised Rumble Strip Set- Permanent Ea 1.000 0550- 10-220 Fencing, Type b, 5.1-6.0`, Standard Lf 52.000 0570- 1- 2 Performance Turf, Sod Sy 2,063.000 0999- 16- Partnering, Do Not Bid (43689425201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (43689425201) Ls 1.000 Section 0003 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 5.000 0700- 1- 60 Single Post Sign, Remove As 5.000 0710- 90- Painted Pavement Markings, Final Surface (43689425201) Ls 1.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10 Gap Extension, 6" Gm 0.049 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 0.161 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 0.147 0713-103-101 Permanent Tape, White, Solid, 6" For Concrete Bridges Gm 0.046 0713-103-201 Permanent Tape, Yellow, Solid, 6" For Concrete Bridges Gm 0.046 | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
