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Last Updated | 02/28/2019 05:28 AM |
Project Title | Bridge Replacement |
Physical Address | View project details and contacts |
City, State (County) | FL (Broward 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 | $1,922,763 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Improvements under this contract consist of roadway reconstruction and bridge replacement (existing bridge number 867202, proposed bridge number 867212) including prestressed concrete piling, expansion joints, deck grooving/planning, bullet rail, concrete traffic rail and parapet, riprap and bedding stone, embedded conduit, concrete curb and gutter, concrete sidewalk and driveways, pavers, signing and pavement markings, lighting, settlement and vibration structures monitoring, and irrigation systems along NE 23rd. 0110- 3- Removal Of Existing Structures/Bridges (43435915201) Ls 1.000 0400- 2- 10 Concrete Class Ii, Approach Slabs Cy 86.000 0400- 4- 4 Concrete Class Iv, Superstructure Cy 144.200 0400- 4- 5 Concrete Class Iv, Bridge Substructure Cy 60.900 0400- 4- 8 Conc Class Iv, Bulkhead Cy 59.800 0400- 9- Bridge Deck Grooving & Planing, Deck 8.5" And Greater Sy 216.000 0400- 72- Precast Bulkhead Panels Sf 1,524.000 0400-148- Plain Neoprene Bearing Pads Cf 4.600 0415- 1- 4 Reinforcing Steel - Bridge Superstructure Lb 1,790.000 0415- 1- 9 Reinforcing Steel- Approach Slabs Lb 16,044.000 0415- 10- 5 Fiber Reinforced Polymer Bars, #5 Bar Lf 2,804.000 0415- 10- 6 Fiber Reinforced Polymer Bars, #6 Bar Lf 11,110.000 0415- 10- 8 Fiber Reinforced Polymer Bars, #8 Bar Lf 2,081.000 0415- 10- 10 Fiber Reinforced Polymer Bars, #10 Bar Lf 8,610.000 0451- 70- Prest Soil Anchors Ea 26.000 0451- 70- 1 Prestressed Soil Anchor, Performance Test Ea 2.000 0451- 70- 2 Prestressed Soil Anchor, Creep Test Ea 2.000 0455- 34- 23 Prestressed Concrete Piling, 18" Sq w/Frp Or Stainless Steel Strand And Reinforcing Lf 1,834.000 0455-143- 23 Test Piles-Prestressed Concrete,18" Sq w/ Frp Or Stainless Steel Strand And Reinforcing Lf 170.000 0458- 1- 11 Bridge Deck Expansion Joint, New Construction, f&i Poured Joint With Backer Rod Lf 73.000 0515- 4- 1 Bullet Rail, Single Rail Lf 108.000 0515- 4- 2 Bullet Rail, Double Rail Lf 108.000 0521- 5- 13 Concrete Traffic Railing- Bridge, 36" Single-Slope Lf 256.000 0521- 6- 11 Concrete Parapet, Pedestrian/Bicycle, 27" Height Lf 108.000 0530- 3- 3 Riprap- Rubble, Bank And Shore Tn 317.900 0530- 74- Bedding Stone Tn 139.900 0630- 2- 16 Conduit, Furnish & Install, Embedded Concrete Barriers And Traffic Railings Lf 1,152.000 0635- 3- 13 Junction Box, Furnish & Install, Embedded Ea 18.000 Section 0002 Roadway 0101- 1- Mobilization (43435915201) Ls 1.000 0102- 1- Maintenance Of Traffic (43435915201) Ls 1.000 0102- 3- Commercial Material For Temporary Driveway Maintenance Cy 35.200 0102- 60- Work Zone Sign Ed 60,028.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 14,829.000 0102- 74- 2 Channelizing Device, Type Iii, 6` Ed 5,584.000 0102- 74- 7 Channelizing Device- Pedestrian Lcd (Longitudinal Channelizing Device) Lf 20.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 758.000 0104- 10- 3 Sediment Barrier Lf 468.000 0104- 11- Floating Turbidity Barrier Lf 181.000 0107- 1- Litter Removal Ac 5.060 0107- 2- Mowing Ac 3.270 0108- 1- Monitor Existing Structures- Inspection And Settlement Monitoring (43435915201) Ls 1.000 0108- 2- Monitor Existing Structures- Vibration Monitoring (43435915201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43435915201) Ls 1.000 0110- 2- 2 Selective Clearing And Grubbing, Areas With Trees To Remain Ac 0.040 0110- 4- 10 Removal Of Existing Concrete Sy 380.000 0120- 1- Regular Excavation Cy 1,353.300 0120- 6- Embankment Cy 516.100 0160- 4- Type b Stabilization Sy 2,419.000 0285-709- Optional Base, Base Group 09 Sy 1,784.000 0286- 2- Turnout Construction-Asphalt Tn 1.900 0334- 1- 53 Superpave Asphaltic Concrete, Traffic c, Pg76-22 Tn 211.800 0425- 1-452 Inlets, Curb, Type j-5, >10` Ea 4.000 0430-175-118 Pipe Culvert,Optional Material,Round, 18"s/Cd Lf 192.000 0443- 70- 4 French Drain, 24" Lf 118.000 0520- 1- 10 Concrete Curb & Gutter, Type f Lf 64.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 161.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 145.000 0526- 1- 2 Pavers, Architectural, Sidewalk Sy 66.000 0527- 2- Detectable Warnings Sf 47.000 0536- 73- Guardrail Removal Lf 361.000 0570- 1- 2 Performance Turf, Sod Sy 1,413.000 0590- 70- Irrigation System (43435915201) Ls 1.000 0999- 25- Initial Contingency Amount, Do Not Bid (43435915201) Ls 1.000 Section 0003 Signing 0700- 1- 13 Single Post Sign, f&i Ground Mount, 21-30 Sf As 3.000 0700- 1- 50 Single Post Sign, Relocate As 4.000 0700- 1- 60 Single Post Sign, Remove As 7.000 0710- 90- Painted Pavement Markings, Final Surface (43435915201) Ls 1.000 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" For Crosswalk And Roundabout Lf 150.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 63.000 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 0.161 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 0.156 0713-103-101 Permanent Tape, White, Solid, 6" For Concrete Bridges Gm 0.027 0713-103-201 Permanent Tape, Yellow, Solid, 6" For Concrete Bridges Gm 0.027 Section 0004 Lighting 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 55.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 40.000 0630- 2- 16 Conduit, Furnish & Install, Embedded Concrete Barriers And Traffic Railings Lf 265.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 5.000 0639- 2- 1 Electrical Service Wire, Furnish & Install Lf 20.000 0715- 1- 11 Lighting Conductors, f&i, Insulated, No. 10 Or < Lf 1,786.000 0715- 1- 60 Lighting Conductors, Remove & Dispose, Contractor Owns Lf 500.000 0715-550-000 Light Pole Complete- Special Design, Remove Ea 4.000 | ||||||||||||||||||||
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