Railroad Intersection Improvement

Electronic bids are requested for an Incentive-Disincentive contract that consists of Rail Capacity Project Intersection improvement along N.E 203 Street between SR-5/US-1 and West Dixie Hwy in Miami-Dade County. Section 0001 Structures 0110- 3- Removal Of Existing Structures/Bridges (43351125201 870954) Ls 1.000 0400- 2- 4 Conc Class Ii, Bridge Superstructure Cy 267.900 0400- 2- 10 Concrete Class Ii, Approach Slabs Cy 97.900 0400- 4- 5 Concrete Class Iv, Bridge Substructure Cy 52.100 0400- 4- 25 Concrete Class Iv, Mass, Substructure Cy 268.700 0400- 7- 1 Bridge Deck Grooving Sy 1,039.000 0400-147- Composite Neoprene Pads Cf 7.200 0415- 1- 4 Reinforcing Steel - Bridge Superstructure Lb 84,750.000 0415- 1- 5 Reinforcing Steel- Bridge Substructure Lb 64,044.000 0415- 1- 9 Reinforcing Steel- Approach Slabs Lb 18,152.000 0455- 39- 10 Micropiles, Furnish And Install, 10" Lf 1,344.000 0455- 88- 5 Drilled Shaft, 48" Dia Lf 91.000 0455- 88- 7 Drilled Shaft, 72" Dia Lf 132.000 0455-101- 1 Test Load, Bidirectional Cell, Less Than Five Cells Ea 1.000 0455-107- 5 Drilled Shaft Casing, 48" Diameter Lf 69.000 0455-107- 7 Drilled Shaft Casing, 72" Diameter Lf 100.000 0455-111- Core-Pilot Hole, Drilled Shaft Excavation Lf 203.000 0455-119-103 Load Test-Static, Compression,101-600 Tons Ea 1.000 0455-119-202 Load Test-Static, Tension, 51-100 Tons Ea 1.000 0455-122- 5 Excavation Unclassified Shaft, 48" Dia Lf 91.000 0455-122- 7 Excavation Unclassified Shaft, 72" Dia Lf 141.000 0455-147- 1 Thermal Integrity Testing, Up To 4` Shaft Diameter Ea 2.000 0455-147- 2 Thermal Integrity Testing, 4.5-6`` Shaft Diameter Ea 3.000 0458- 1- 11 Bridge Deck Expansion Joint, New Construction, f&i Poured Joint With Backer Rod Lf 136.000 0458- 1- 12 Bridge Deck Expansion Joint, New Construction, f&i Strip Seal Lf 157.000 0460- 2- 2 Struct Steel, Low Alloy (43351125201 870954) Ls 1.000 0515- 1- 2 Pipe Handrail - Guiderail, Aluminum Lf 41.000 0515- 4- 2 Bullet Rail, Double Rail Lf 89.000 0521- 5- 13 Concrete Traffic Railing- Bridge, 36" Single-Slope Lf 403.000 0550- 10-334 Fencing, Type r, 6.1-7.0`, Partial Enclosure Lf 210.000 0630- 2- 16 Conduit, Furnish & Install, Embedded Concrete Barriers And Traffic Railings Lf 1,395.000 0635- 3- 13 Junction Box, Furnish & Install, Embedded Ea 17.000 Section 0002 Structures 0400- 2- 4 Conc Class Ii, Bridge Superstructure Cy 784.100 0400- 2- 10 Concrete Class Ii, Approach Slabs Cy 103.600 0400- 4- 5 Concrete Class Iv, Bridge Substructure Cy 31.100 0400- 4- 25 Concrete Class Iv, Mass, Substructure Cy 586.900 0400- 7- 1 Bridge Deck Grooving Sy 2,647.000 0400- 9- 1 Bridge Deck Planing Sy 2,647.000 0400-147- Composite Neoprene Pads Cf 11.900 0415- 1- 4 Reinforcing Steel - Bridge Superstructure Lb 184,920.000 0415- 1- 5 Reinforcing Steel- Bridge Substructure Lb 126,998.000 0415- 1- 9 Reinforcing Steel- Approach Slabs Lb 28,040.000 0455- 88- 4 Drilled Shaft, 42" Dia Lf 885.000 0455-107- 4 Drilled Shaft Casing, 42" Diameter Lf 628.000 0455-122- 4 Excavation Unclassified Shaft, 42" Dia Lf 868.000 0458- 1- 11 Bridge Deck Expansion Joint, New Construction, f&i Poured Joint With Backer Rod Lf 94.000 0458- 1- 12 Bridge Deck Expansion Joint, New Construction, f&i Strip Seal Lf 92.000 0460- 2- 2 Struct Steel, Low Alloy (43351125201 871201) Ls 1.000 0506- 2- Bridge Drainage Pipe Lf 57.000 0521- 5- 14 Concrete Traffic Railing- Bridge, 42" Single-Slope Lf 1,096.000 0550- 10-334 Fencing, Type r, 6.1-7.0`, Partial Enclosure Lf 215.000 0630- 2- 16 Conduit, Furnish & Install, Embedded Concrete Barriers And Traffic Railings Lf 1,680.000 0635- 3- 13 Junction Box, Furnish & Install, Embedded Ea 11.000 Section 0003 Structures 0400- 2- 4 Conc Class Ii, Bridge Superstructure Cy 487.900 0400- 2- 10 Concrete Class Ii, Approach Slabs Cy 69.500 0400- 4- 5 Concrete Class Iv, Bridge Substructure Cy 22.500 0400- 4- 25 Concrete Class Iv, Mass, Substructure Cy 602.000 0400- 7- 1 Bridge Deck Grooving Sy 1,888.000 0400- 9- 1 Bridge Deck Planing Sy 1,888.000 0400-147- Composite Neoprene Pads Cf 8.200 0415- 1- 4 Reinforcing Steel - Bridge Superstructure Lb 141,394.000 0415- 1- 5 Reinforcing Steel- Bridge Substructure Lb 111,561.000 0415- 1- 9 Reinforcing Steel- Approach Slabs Lb 7,198.000 0455- 88- 4 Drilled Shaft, 42" Dia Lf 935.000 0455-101- 1 Test Load, Bidirectional Cell, Less Than Five Cells Ea 1.000 0455-107- 4 Drilled Shaft Casing, 42" Diameter Lf 723.000 0455-111- Core-Pilot Hole, Drilled Shaft Excavation Lf 77.000 0455-122- 4 Excavation Unclassified Shaft, 42" Dia Lf 988.000 0455-147- 1 Thermal Integrity Testing, Up To 4` Shaft Diameter Ea 1.000 0458- 1- 12 Bridge Deck Expansion Joint, New Construction, f&i Strip Seal Lf 59.000 0460- 2- 2 Struct Steel, Low Alloy (43351125201 871200) Ls 1.000 0506- 2- Bridge Drainage Pipe Lf 51.000 0521- 5- 14 Concrete Traffic Railing- Bridge, 42" Single-Slope Lf 1,157.000 0550- 10-334 Fencing, Type r, 6.1-7.0`, Partial Enclosure Lf 210.000 0630- 2- 16 Conduit, Furnish & Install, Embedded Concrete Barriers And Traffic Railings Lf 2,007.000 0635- 3- 13 Junction Box, Furnish & Install, Embedded Ea 4.000 Section 0004 Structures 0400- 2- 4 Conc Class Ii, Bridge Superstructure Cy 189.700 0400- 4- 5 Concrete Class Iv, Bridge Substructure Cy 29.400 0400- 4- 25 Concrete Class Iv, Mass, Substructure Cy 298.900 0400-147- Composite Neoprene Pads Cf 2.800 0415- 1- 4 Reinforcing Steel - Bridge Superstructure Lb 21,046.000 0415- 1- 5 Reinforcing Steel- Bridge Substructure Lb 60,104.000 0450- 2- 78 Prest Beams: Florida-i Beam 78" Lf 707.000 0455- 88- 5 Drilled Shaft, 48" Dia Lf 597.000 0455-107- 5 Drilled Shaft Casing, 48" Diameter Lf 554.000 0455-111- Core-Pilot Hole, Drilled Shaft Excavation Lf 165.000 0455-122- 5 Excavation Unclassified Shaft, 48" Dia Lf 711.000 0455-147- 1 Thermal Integrity Testing, Up To 4` Shaft Diameter Ea 2.000 0458- 1- 11 Bridge Deck Expansion Joint, New Construction, f&I Poured Joint With Backer Rod Lf 27.000 0506- 2- Bridge Drainage Pipe Lf 108.000 0521- 6- 11 Concrete Parapet, Pedestrian/Bicycle, 27" Height Lf 710.000 0550- 10-343 Fencing, Type r, 7.1-8.0, w/Full Enclosure Lf 355.000 0630- 2- 16 Conduit, Furnish & Install, Embedded Concrete Barriers And Traffic Railings Lf 2,130.000 0635- 3- 13 Junction Box, Furnish & Install, Embedded Ea 6.000 Section 0005 Roadway 0101- 1- Mobilization (43351125201) Ls 1.000 0102- 1- Maintenance Of Traffic (43351125201) Ls 1.000 0102- 2-200 Special Detour- Temporary Pavement (43351125201) Ls 1.000 0102- 2-300 Special Detour- Temporary Earthwork/Base (43351125201) Ls 1.000 0102- 4- Pedestrian Special Detour (43351125201) Ls 1.000 0102- 14- Traffic Control Officer Hr 704.000 0102- 30- 18 Temporary Highway Lighting, Project 433511-2 -1-52-01 Ls 1.000 0102- 60- Work Zone Sign Ed 55,980.000 0102- 71- 15 Temporary Barrier, f&i, Anchored Lf 2,862.000 0102- 71- 25 Temporary Barrier, Relocate, Anchored Lf 9,759.000 0102- 74- 1 Channelizing Device- Types i, Ii, Di, Vp, Drum, Or Lcd Ed 104,962.000 0102- 74- 8 Channelizing Device- Pedestrian Lcd (Longitudinal Channelizing Device) Fd 1,262,759.000 0102- 76- Arrow Board / Advance Warning Arrow Panel Ed 153.000 0102- 78- Temporary Raised/Retroreflective Pavement Marker Ea 5,409.000 0102- 89- 1 Temporary Crash Cushion, Redirective Option Lo 30.000 0102- 99- Portable Changeable Message Sign, Temporary Ed 2,011.000 0102-104- Temporary Signalization And Maintenance, Intersection Ed 3,368.000 0102-107- 1 Temporary Traffic Detection And Maintenance, Intersection Ed 3,878.000 0102-115- Type Iii Barricade Ed 6,463.000 0102-913- 21 Removable Tape, White, Solid 6" Gm 0.044 0102-913- 31 Removable Tape, Yellow, Solid, 6" Gm 0.113 0104- 15- Soil Tracking Prevention Device Ea 2.000 0104- 18- Inlet Protection System Ea 19.000 0107- 1- Litter Removal Ac 4.140 0107- 2- Mowing Ac 3.080 0108- 1- Monitor Existing Structures- Inspection And Settlement Monitoring (43351125201) Ls 1.000 0108- 2- Monitor Existing Structures- Vibration Monitoring (43351125201) Ls 1.000 0110- 1- 1 Clearing & Grubbing (43351125201) Ls 1.000 0110- 2- 2 Selective Clearing And Grubbing, Areas With Trees To Remain Ac 0.580 0110- 4- 10 Removal Of Existing Concrete Sy 4,546.000 0120- 1- Regular Excavation Cy 7,461.000 0120- 4- Subsoil Excavation Cy 7,637.000 0120- 6- Embankment Cy 72,969.000 0120- 74- Surcharge Embankment Cy 124,244.000 0141- 70- Settlement Plate Assembly As 6.000 0160- 4- Type b Stabilization Sy 13,926.000 0285-702- Optional Base, Base Group 02 Sy 2,216.000 0285-706- Optional Base, Base Group 06 Sy 162.000 0285-709- Optional Base, Base Group 09 Sy 10,945.000 0327- 70- 2 Milling Existing Asphalt Pavement, 3 1/2" Avg Depth Sy 2,102.000 0327- 70- 5 Milling Existing Asphalt Pavement, 2" Avg Depth Sy 6,885.000 0327- 70- 6 Milling Existing Asphalt Pavement, 1 1/2" Avg Depth Sy 14,853.000 0334- 1- 12 Superpave Asphaltic Conc, Traffic b Tn 288.900 0334- 1- 13 Superpave Asphaltic Conc, Traffic c Tn 640.000 0334- 1- 14 Superpave Asphaltic Conc, Traffic d Tn 153.900 0334- 1- 54 Superpave Asphaltic Concrete, Traffic d, Pg76-22 Tn 1,467.700 0337- 7- 81 Asphalt Concrete Friction Course,Traffic b, Fc-12.5, Pg 76- 22 Tn 311.300 0337- 7- 82 Asphalt Concrete Friction Course,Traffic c, Fc-9.5, Pg 76- 22 Tn 456.900 0337- 7- 83 Asphalt Concrete Friction Course,Traffic c, Fc-12.5, Pg 76- 22 Tn 917.700 0337- 7- 85 Asphalt Concrete Friction Course,Traffic d, Fc-12.5, Pg 76 -22 Tn 1,333.100 0339- 1- Miscellaneous Asphalt Pavement Tn 113.800 0400- 0- 11 Concrete Class Ns, Gravity Wall Index 400-011 Cy 630.700 0400- 4- 1 Concrete Class Iv, Culverts Cy 81.700 0400- 4- 11 Conc Class Iv, Retaining Walls Cy 569.200 0415- 1- 3 Reinforcing Steel- Retaining Wall Lb 64,505.000 0415- 1- 6 Reinforcing Steel- Miscellaneous Lb 28,000.000 0425- 1-212 Inlets, Curb, Type 10, >10` Ea 1.000 0425- 1-331 Inlets, Curb, Type p-3, <10` Ea 2.000 0425- 1-351 Inlets, Curb, Type p-5, <10` Ea 3.000 0425- 1-352 Inlets, Curb, Type p-5, >10` Ea 2.000 0425- 1-361 Inlets, Curb, Type p-6, <10` Ea 4.000 0425- 1-362 Inlets, Curb, Type p-6, >10` Ea 1.000 0425- 1-451 Inlets, Curb, Type j-5, <10` Ea 2.000 0425- 1-561 Inlets, Dt Bot, Type f, <10` Ea 2.000 0425- 1-562 Inlets, Dt Bot, Type f, >10` Ea 3.000 0425- 1-571 Inlets, Ditch Bottom, Type g, <10` Ea 10.000 0425- 1-881 Inlets, Barrier Wall, Rigid, Curb & Gutter, <=10` Ea 1.000 0425- 1-921 Inlets, Adjacent Barrier, <=10` Ea 15.000 0425- 1-922 Inlets, Adjacent Barrier, >10` Ea 1.000 0425- 2- 41 Manholes, p-7, <10` Ea 7.000 0425- 2- 42 Manholes, p-7, >10` Ea 7.000 0425- 2- 72 Manholes, j-7, >10` Ea 3.000 0425- 4- Inlets, Adjust Ea 2.000 0425- 5- Manhole, Adjust Ea 11.000 0425- 11- Modify Existing Drainage Structure Ea 1.000 0430-175-112 Pipe Culvert,Optional Material,Round, 12"s/Cd Lf 31.000 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 1,822.000 0430-175-124 Pipe Culvert,Optional Material,Round, 24"s/Cd Lf 1,495.000 0430-175-130 Pipe Culvert, Opt Material, Round, 30"s/Cd Lf 838.000 0430-611-325 u-Endwall With Baffles, Index 261/430-011, 1:2 Slope, 18"Pipe Ea 4.000 0443- 70- 4 French Drain, 24" Lf 167.000 0444- 70- 11 Deep Well- Open Hole, 24" Lf 60.000 0444- 71- 11 Deep Well Casing, 24" Lf 405.000 0455-133- 2 Sheet Piling Steel, Temporary-Critical Sf 15,061.000 0515- 1- 2 Pipe Handrail - Guiderail, Aluminum Lf 85.000 0515- 2-311 Pedestrian/ Bicycle Railing, Aluminum Only,42" Type 1 Lf 234.000 0515- 4- 2 Bullet Rail, Double Rail Lf 1,340.000 0520- 1- 10 Concrete Curb & Gutter, Type f Lf 3,544.000 0520- 2- 4 Concrete Curb, Type d Lf 144.000 0521- 8- 7 Concrete Barrier, With Junction Slab, 36" Single Slope Lf 1,150.000 0521- 8- 8 Concrete Barrier, With Junction Slab, 42" Single Slope Lf 2,809.000 0521- 8- 26 Concrete Barrier, With Special Junction Slab, 32" f-Shape, Project 433511-2-52-01 Lf 330.000 0521- 72- 40 Shoulder Concrete Barrier, 38" Or 44" Height Lf 479.000 0522- 1- Concrete Sidewalk And Driveways, 4" Thick Sy 3,001.000 0522- 2- Concrete Sidewalk And Driveways, 6" Thick Sy 181.000 0524- 1- 2 Concrete Ditch Pavement, Non Reinforced, 4" Sy 38.000 0527- 2- Detectable Warnings Sf 126.000 0536- 1- 0 Guardrail -Roadway, General/Low Speed Tl-2 Lf 300.000 0536- 1- 1 Guardrail -Roadway, General Tl-3 Lf 56.000 0536- 8-111 Guardrail Transition Connection To Rigid Barrier, f&Iindex 536-001, Approach Tl-2 Ea 3.000 0536- 73- Guardrail Removal Lf 62.000 0536- 85- 20 Guardrail End Treatment- Trailing Anchorage Ea 2.000 0536- 85- 24 Guardrail End Treatment- Parallel Approach Terminal Ea 1.000 0544- 3- 1 Crash Cushion, Tl-3, Narrow Ea 1.000 0546- 71- 1 Raised Rumble Strip Set- Permanent Ea 4.000 0548- 12- Retaining Wall System, Permanent, Excluding Barrier Sf 90,243.000 0548- 13- Retaining Wall System,Temporary, Excluding Barrier Sf 12,138.000 0550- 10-220 Fencing, Type b, 5.1-6.0`, Standard Lf 2,662.000 0570- 1- 1 Performance Turf Sy 22,292.000 0570- 1- 2 Performance Turf, Sod Sy 1,411.000 0630- 2- 11 Conduit, Furnish & Install, Open Trench Lf 516.000 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 190.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 4.000 0639- 1-122 Electrical Power Service, f&i, Underground, Meter Purchased By Contractor As 1.000 0639- 1-610 Electrical Power Service, Remove Overhead As 1.000 0639- 2- 1 Electrical Service Wire, Furnish & Install Lf 726.000 0639- 8- 46 Electrical Power Service- Contribution In Aid Of Construction (Ciac), Project 433511-2-52-01 (Do Not Bid) (43351125201) Ls 1.000 0710- 11-101 Painted Pavement Markings, Standard, White, Solid, 6" Gm 3.870 0710- 11-102 Painted Pavement Markings, Standard, White, Solid For Interchange And Urban Island, 8" Gm 0.246 0710- 11-123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12" Lf 249.000 0710- 11-125 Painted Pavement Markings, Standard, White, Solid For Stop Line Or Crosswalk, 24" Lf 134.000 0710- 11-131 Painted Pavement Markings, Standard, White, Skip, 10-30 Or 3-9 Skip, 6" Wide Gm 1.018 0710- 11-141 Painted Pavement Markings, Standard, White, 2-4 Dotted Guideline/ 6-10 Dotted Extension, 6" Gm 0.209 0710- 11-170 Painted Pavement Markings, Standard, White, Arrows Ea 22.000 0710- 11-201 Painted Pavement Markings, Standard, Yellow, Solid, 6" Gm 2.446 0999- 16- Partnering, Do Not Bid (43351125201) Ls 1.000 0999- 20- 1 Disputes Review Board, Meeting- Do Not Bid Da 24.000 0999- 20- 2 Disputes Review Board, Hearing- Do Not Bid Ea 2.000 0999- 25- Initial Contingency Amount, Do Not Bid (43351125201) Ls 1.000 Section 0006 Signing 0700- 1- 11 Single Post Sign, f&i Ground Mount, Up To 12 Sf As 44.000 0700- 1- 12 Single Post Sign, f&i Ground Mount, 12-20 Sf As 6.000 0700- 1- 31 Single Post Sign, f&i Bridge Mount Index 11870/700-012, Up To 12 Sf As 35.000 0700- 1- 60 Single Post Sign, Remove As 69.000 0700- 3-208 Sign Panel, Furnish & Install Overhead Mount, 301-400 Sf Ea 1.000 0700- 3-209 Sign Panel, Furnish & Install Overhead Mount, 401-500 Sf Ea 1.000 0700- 4-126 Overhead Static Sign Structure, Furnish & Install, Span, 101-150 Ft Ea 1.000 0700- 4-620 Overhead Static Sign Structure, Remove Span Ea 1.000 0700- 12- 21 Sign Beacon, f&i Ground Mount- Solar Powered, One Beaconas 2.000 0705- 10- 1 Object Marker, Type 1 Ea 7.000 0705- 10- 4 Object Marker, Type 4 Ea 3.000 0710- 11-290 Painted Pavement Markings, Standard, Yellow, Island Nose Sf 47.000 0710- 90- Painted Pavement Markings, Final Surface (43351125201) Ls 1.000 0711- 11-102 Thermoplastic, Standard, White, Solid, 8" For Interchange And Urban Island Gm 0.115 0711- 11-103 Thermoplastic, Standard, White, Solid, 12" For Interchange Markings Gm 0.134 0711- 11-123 Thermoplastic, Standard, White, Solid, 12" For Crosswalk And Roundabout Lf 1,072.000 0711- 11-124 Thermoplastic, Standard, White, Solid, 18" For Diagonals And Chevrons Lf 205.000 0711- 11-125 Thermoplastic, Standard, White, Solid, 24" For Stop Line And Crosswalk Lf 310.000 0711- 11-141 Thermoplastic, Standard, White, 2-4 Dotted Guideline/ 6-10 Gap Extension, 6" Gm 0.180 0711- 11-160 Thermoplastic, Standard, White, Message Or Symbol Ea 8.000 0711- 11-170 Thermoplastic, Standard, White, Arrow Ea 32.000 0711- 11-224 Thermoplastic, Standard, Yellow, Solid, 18" For Diagonal Or Chevron Lf 284.000 0711- 14-125 Thermoplastic, Preformed, White, Solid, 24" For Crosswalk Lf 733.000 0711- 14-160 Thermoplastic, Preformed, White, Message Ea 11.000 0711- 14-170 Thermoplastic, Preformed, White, Arrow Ea 11.000 0711- 14-241 Thermoplastic, Preformed, Yellow, 2-4 Dotted Guideline On Concrete Surfaces Gm 0.029 0711- 14-560 Thermoplastic, Preformed, White With Black Contrast On Concrete Pavement, Message Or Symbol Ea 4.000 0711- 14-570 Thermoplastic, Preformed, White With Black Contrast, Arrow On Concrete Surface Ea 20.000 0711- 16-101 Thermoplastic, Standard-Other Surfaces, White, Solid, 6" Gm 2.668 0711- 16-102 Thermoplastic, Standard-Other Surfaces, White, Solid, 8" Gm 0.132 0711- 16-131 Thermoplastic, Standard-Other Surfaces, White, Skip, 6",10-30 Skip Or 3-9 Lane Drop Gm 1.512 0711- 16-133 Thermoplastic, Standard-Other Surfaces White, Skip, 12"- Approach To Toll Plaza Or 3-9 Lane Drop Gm 0.058 0711- 16-201 Thermoplastic, Standard-Other Surfaces, Yellow, Solid, 6" Gm 1.809 0713-103-101 Permanent Tape, White, Solid, 6" For Concrete Bridges Gm 0.687 0713-103-103 Permanent Tape, White, Solid Lane Drop Marking, 12" For Concrete Bridges Gm 0.047 0713-103-131 Permanent Tape, White, Skip/Dotted, 6" For Concrete Surfaces Gm 0.176 0713-103-201 Permanent Tape, Yellow, Solid, 6" For Concrete Bridges Gm 0.281 Section 0007 Lighting 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 4,382.000 0630- 2- 15 Conduit, Furnish & Install, Bridge Mount Lf 275.000 0630- 2- 16 Conduit, Furnish & Install, Embedded Concrete Barriers And Traffic Railings Lf 7,272.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 56.000 0635- 3- 13 Junction Box, Furnish & Install, Embedded Ea 40.000 0639- 3- 11 Electrical Service Disconnect, f&i, Pole Mount Ea 5.000 0641- 2- 12 Prestressed Concrete Pole, f&i, Type p-Ii Service Pole Ea 6.000 0715- 1- 12 Lighting Conductors, f&i, Insulated, No.8 - 6 Lf 38,358.000 0715- 1- 60 Lighting Conductors, Remove & Dispose, Contractor Owns Lf 18,438.000 0715- 4- 11 Light Pole Complete, Furnish & Install Standard Pole Standard Foundation, 30` Mounting Height Ea 1.000 0715- 4- 14 Light Pole Complete, Furnish & Install Standard Pole Standard Foundation, 45` Mounting Height Ea 16.000 0715- 4- 60 Light Pole Complete, Relocate Ea 3.000 0715- 4- 70 Light Pole Complete, Remove Pole And Foundation Ea 10.000 0715- 4-802 Light Pole Complete, Furnish & Install Utility Conflict Pole, Index 17515/715-002 Found, 30` Height, Project 433511-2- 52 Ea 5.000 0715- 7- 11 Load Center, f&i, Secondary Voltage Ea 1.000 0715- 7- 21 Load Center, Rework, Secondary Voltage Ea 1.000 0715- 7- 41 Load Center, Remove, Secondary Voltage Ea 1.000 0715- 11-125 Luminaire, f&i, Under Deck, Wall Mount Ea 11.000 0715-500- 3 Pole Cable Distribution System, Wall Mount Ea 12.000 0715-500- 11 Pole Cable Distribution System, Furnish And Install Alternate System, Conventional Ea 43.000 0715-511-120 Light Pole Complete- Special Design, f&i, Single Arm Shoulder Mount, Aluminum, 20` Ea 33.000 Section 0008 Signalization 0630- 2- 12 Conduit, Furnish & Install, Directional Bore Lf 1,220.000 0630- 2- 15 Conduit, Furnish & Install, Bridge Mount Lf 960.000 0632- 7- 1 Signal Cable- New Or Reconstructed Intersection, Furnish & Install Pi 1.000 0632- 7- 2 Signal Cable- Repair/Replace/Other, Furnish & Install Lf 640.000 0632- 7- 6 Signal Cable, Remove- Intersection Pi 2.000 0635- 2- 11 Pull & Splice Box, f&i, 13" x 24" Cover Size Ea 38.000 0635- 2- 12 Pull & Splice Box, f&i, 24" x 36" Cover Size Ea 1.000 0635- 3- 12 Junction Box, Furnish & Install, Mounted Ea 15.000 0639- 1-122 Electrical Power Service, f&i, Underground, Meter Purchased By Contractor As 2.000 0639- 1-620 Electrical Power Service, Remove Underground As 2.000 0639- 2- 1 Electrical Service Wire, Furnish & Install Lf 300.000 0639- 2- 6 Electrical Service Wire, Remove Lf 1,480.000 0641- 2- 12 Prestressed Concrete Pole, f&i, Type p-Ii Service Pole Ea 1.000 0641- 2- 60 Prestressed Concrete Pole, Complete Pole Removalpedestal/ Service Pole Ea 4.000 0646- 1- 11 Aluminum Signals Pole, Pedestal Ea 4.000 0646- 1- 60 Aluminum Signals Pole, Remove Ea 2.000 0649- 21- 10 Steel Mast Arm Assembly, Furnish And Install, Single Arm 60` Ea 1.000 0649- 21- 21 Steel Mast Arm Assembly, Furnish And Install, Single Arm 78` Ea 1.000 0649- 26- 1 Steel Mast Arm Assembly, Remove, Pole Only- Entire Foundation Remains Ea 2.000 0649- 26- 3 Steel Mast Arm Assembly, Remove, Shallow Foundationbolt On Attachment Ea 2.000 0650- 1- 14 Vehicular Traffic Signal, Furnish & Install Aluminum, 3 Section, 1 Way As 5.000 0650- 1- 16 Vehicular Traffic Signal, Furnish & Install Aluminum, 4 Section, 1 Way As 2.000 0653- 1- 12 Pedestrian Signal, Furnish & Install Led Countdown, 2 Ways As 4.000 0653- 1- 60 Pedestrian Signal, Remove Ped Signal- Pole/Pedestal To Remain As 8.000 0660- 2-101 Loop Assembly- f&i, Type a As 2.000 0660- 2-106 Loop Assembly, f&i, Type f As 8.000 0660- 4- 11 Vehicle Detection System- Video, Furnish & Install Cabinet Equipment Ea 3.000 0660- 4- 12 Vehicle Detection System- Video, Furnish & Install Above Ground Equipment Ea 3.000 0665- 1- 11 Pedestrian Detector, Furnish & Install, Standard Ea 4.000 0665- 1- 60 Pedestrian Detector, Remove- Pole/Pedestal To Remain Ea 4.000 0670- 5-140 Traffic Controller Assembly, Furnish & Install Model 207 As 1.000 0670- 5-400 Traffic Controller Assembly, Modify As 1.000 0670- 5-600 Traffic Controller Assembly, Remove Controller With Cabinet As 2.000 0700- 1- 60 Single Post Sign, Remove As 3.000 0700- 5- 21 Internally Illuminated Sign, Furnish & Install Overhead Mount, Up To 12 Sf Ea 2.000 Section 0009 Architectural 0751- 11- 1 Architectural- Special,Walls/Towers (43351125201) Ls 1.000

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.