Interchange Modification on I-55 at Crump Boulevard (L.M. 11.05 - L.M. 12.02)

Project No. IM/NH-I-55-1(119), 79005-3165-44 (PIN 101742.00) The interchange modification on I-55 at Crump Boulevard (L.M. 11.05 - L.M. 12.02), including grading, drainage, construction of steel bridges, retaining and noise walls, ITS, signals and paving. Project Length - 0.887 miles Project No. 79005-4170-04 (PIN 120685.00) The repair of the bridge on I-55 over the Mississippi River (L.M. 12.00). Project Length - 0.000 miles Total Contract Length - 0.887 miles 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 6,740.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-01 Removal Of Structures And Obstructions (1) Ls 202-03 Removal Of Rigid Pavement, Sidewalk, Etc. 6,310.000 s.y. 202-04.01 Removal Of Structures (Description, Sta.)(Wisconsin Avenue Bridge)(1) Ls 202-04.02 Removal Of Structures (Description, Sta.)(Pedestrian Bridge)(1) Ls 202-04.03 Removal Of Structures (Description, Sta.)(Crump Boulevard Bridge)(1) Ls 202-04.04 Removal Of Structures (Description, Sta.)(Metal Museum Drive Bridge)(1) Ls 202-08.10 Removal Of Curb (Description) (v-Gutter) 1,400.000 l.f. 202-08.15 Removal Of Curb And Gutter (Description)(6-30)250.000 l.f. 202-08.28 Removal Of Median Barrier (Description)(See Plans)4,998.000 l.f. 203-01 Road & Drainage Excavation (Unclassified) 93.000 c.y. 203-06 Water 3,675.000 m.g. 203-10 Embankment (Compacted In Place) 115,324.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 400.000 c.y. 204-15 Core Drilling For Piles(Soil) 8,837.000 l.f. 209-03.21 Filter Sock (12 Inch) 11,508.000 l.f. 209-03.22 Filter Sock (18 Inch) 2,560.000 l.f. 209-05 Sediment Removal 1,111.465 c.y. 209-08.02 Temporary Silt Fence (With Backing) 43,843.000 l.f. 209-08.07 Rock Check Dam 18.000 Each 209-08.08 Enhanced Rock Check Dam 5.000 Each 209-09.01 Sandbags 36.000 Bag 209-09.03 Sediment Filter Bag (15' x 15') 20.000 Each 209-09.04 Sediment Filter Bag(15' x 10') 5.000 Each 209-09.42 Curb Inlet Protection (Type 3) 14.000 Each 209-09.43 Curb Inlet Protection (Type 4) 105.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 1,350.000 s.y. 209-40.30 Catch Basin Protection (Type a) 8.000 Each 209-40.31 Catch Basin Protection (Type b) 10.000 Each 209-40.33 Catch Basin Protection (Type d) 20.000 Each 209-40.34 Catch Basin Protection (Type e) 24.000 Each 303-01 Mineral Aggregate, Type a Base, Grading d 20,264.000 Ton 303-01.03 Granular Backfill (Retaining Walls) 1,378.000 Ton 303-02 Mineral Aggregate, Type b Base, Grading(Description) (Grading d)204.000 Ton 303-10.01 Mineral Aggregate (Size 57) 5,741.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm)Grading a609.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm)Grading b-m2428.000 Ton 307-01.20 Asp. Conc. Mix(Pg64-22) (Bpmb-Hm) Gr. a-s 330.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 1,328.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm)Grading a2,275.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm)Grading b-m21,633.000 Ton 313-03 Treated Permeable Base 18,220.000 s.y. 402-01 Bituminous Material For Prime Coat (Pc) 26.000 Ton 402-02 Aggregate For Cover Material (Pc) 90.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 17.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 1,017.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 413.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16inWidth)0.650 l.m. 415-01.02 Cold Planing Bituminous Pavement 14,516.000 s.y. 501-01.03 Portland Cement Concrete Pavement (Plain)10"18,220.000 s.y. 501-03.10 Concrete Shoulder Rumble Strips 455.000 l.f. 602-02.02 Structural Steel (Location & Description)(Tangent Pile r-1b)1,021,475.000 Lb. 602-02.03 Structural Steel (Location & Description)(Soldier Pile r-1b)191,292.800 Lb. 602-02.04 Structural Steel (Location & Description)(Soldier Pile r-6)153,997.660 Lb. 602-02.05 Structural Steel (Location & Description)(Soldier Pile r-14)44,409.281 Lb. 604-01.01 Class a Concrete (Roadway) 163.000 c.y. 604-03.07 Class a Concrete (Description) (RetainingWalls)1,414.000 c.y. 604-04.03 Bridge End Drains(2'x8') 1.000 Each 604-07.02 Retaining Wall (Description) (r-1b) 11,461.980 s.f. 604-07.03 Retaining Wall (Description) (r-1c, Sta.109+00 - 121+67.13)11,280.000 s.f. 604-07.04 Retaining Wall (Description) (r-2, Sta.113+59.41 - 117+30.00)4,346.000 s.f. 604-07.05 Retaining Wall (Description) (r-3, Sta.114+90.00 - 117+30.00)5,180.000 s.f. 604-07.06 Retaining Wall (Description) (r-5, Sta. 10+00 -12+54.41)9,076.000 s.f. 604-07.07 Retaining Wall (Description) (r-7, Sta.106+31.59 - 106+79.79)1,369.000 s.f. 604-07.08 Retaining Wall (Description) (r10, Sta.18+50.00 - 22+50.00)1,369.000 s.f. 604-07.09 Retaining Wall (Description) (r-12, Sta.131+09.00 - 133+15.32)3,418.000 s.f. 604-07.10 Retaining Wall (Description) (r-13, Sta.137+95.78 - 139+71.42)2,538.000 s.f. 604-07.11 Retaining Wall (Description) (r-13, Sta.137+95.78 - 139+71.42)1,051.000 s.f. 604-07.12 Retaining Wall (Description) (r-14) 1,291.000 s.f. 604-15.01 Portland Cement Grout 282.000 c.y. 606-09.01 Test Piles (Precast Concrete, Size 1) 493.000 l.f. 606-09.02 Loading Test (Precast Concrete, Size 1) 2.000 Each 606-09.03 Precast Concrete Piles (Size 1) 9,043.000 l.f. 606-12.01 Pile Anchorage System (Seismic) 261.000 Each 606-30.01 Pile Driver Noise Shrouds 3,500.000 s.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 2,454.000 l.f. 607-03.30 18" Pipe Culvert 2,928.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,264.000 l.f. 607-05.30 24" Pipe Culvert 127.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 755.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 96.000 l.f. 607-07.30 36" Pipe Culvert 174.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 73.000 l.f. 607-08.30 42" Pipe Culvert 128.000 l.f. 607-41.03 18" Slope Drain Pipe 62.000 l.f. 611-01.01 Manholes, 0' - 4' Depth 1.000 Each 611-01.02 Manholes, > 4' - 8' Depth 10.000 Each 611-01.03 Manholes, > 8' - 12' Depth 5.000 Each 611-01.05 Manholes, > 16' - 20' Depth 6.000 Each 611-02.10 Junction Box, Type 1 2.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 1.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 153.000 Lb. 611-07.54 18in Endwall (Cross Drain) 3:1 4.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 1.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 12.000 Each 611-07.62 30in Endwall (Cross Drain) 6:1 1.000 Each 611-10.01 Catch Basins, Type 10, 0' - 4' Depth 1.000 Each 611-10.02 Catch Basins, Type 10, > 4' - 8' Depth 1.000 Each 611-10.03 Catch Basins, Type 10, > 8' - 12' Depth 1.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 25.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 1.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 4.000 Each 611-38.01 Catch Basins, Type 38, 0' - 4' Depth 11.000 Each 611-38.02 Catch Basins, Type 38, > 4' - 8' Depth 7.000 Each 611-38.03 Catch Basins, Type 38, > 8' - 12' Depth 3.000 Each 611-38.05 Catch Basins, Type 38, > 16' - 20' Depth 1.000 Each 611-51.01 Catch Basins, Type 51, 0' - 4' Depth 4.000 Each 611-51.02 Catch Basins, Type 51, > 4' - 8' Depth 12.000 Each 611-51.03 Catch Basins, Type 51, > 8' - 12' Depth 2.000 Each 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 2,304.000 l.f. 621-05.01 Temporary Shoring 15,266.000 s.f. 624-03.01 Retaining Wall Reinforcing Steel 210,523.000 Lb. 625-02.40 Drilled Shaft (Sh-Scc) Concrete 3,262.000 c.y. 701-01.01 Concrete Sidewalk (4 ") 63,188.000 s.f. 701-02.03 Concrete Curb Ramp 3,785.000 s.f. 702-01 Concrete Curb 73.000 c.y. 702-02 Concrete Gutter 33.515 c.y. 702-03 Concrete Combined Curb & Gutter 597.000 c.y. 703-02 Cement Concrete Ditch Paving (Reinforced) 52.000 c.y. 705-01.01 Guardrail At Bridge Ends 242.000 l.f. 705-02.02 Single Guardrail (Type 2) 2,250.000 l.f. 705-04.03 Guardrail Terminal (Type 13) 6.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 10.000 Each 705-17.84 200 Lb (Plastic Drum w/Sand) 1.000 Each 705-17.85 400 Lb (Plastic Drum w/Sand) 4.000 Each 705-17.86 700 Lb (Plastic Drum w/Sand) 8.000 Each 705-17.87 1400 Lb (Plastic Drum w/Sand) 4.000 Each 705-17.88 2100 Lb (Plastic Drum w/Sand) 4.000 Each 705-20.21 Low Maint Crash Cushion Wide (Mash Tl-3) 3.000 Each 706-01 Guardrail Removed 4,500.000 l.f. 707-01.11 Chain Link Fence (6 Foot) 7,940.000 l.f. 707-01.12 End & Corner Post Assembly(Chain-LinkFence 6')93.000 Each 707-01.50 Chain-Link Fence ( Foot) (6 Foot With ThreeStrand Barbed Wire)1,276.000 l.f. 707-06.01 Removal Of Fence (Description) (6 FootChain Link)7,385.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 10.000 Each 709-01.01 Rubble Stone Rip-Rap 3.000 c.y. 709-05.05 Machined Rip-Rap (Class a-3) 650.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 3,086.000 Ton 710-02 Aggregate Underdrains (With Pipe) 3,036.000 l.f. 710-05 Lateral Underdrain 100.000 l.f. 710-06.13 Lateral Underdrain Endwall (4:1) 4.000 Each 710-09.01 6" Perforated Pipe With Vertical DrainSystem600.000 l.f. 711-05.71 51in Single Slope Concrete Barrier Wall 200.000 l.f. 711-05.72 Single Slope Half Concrete Barrier Wall 2,138.000 l.f. 711-05.77 Flared s/s Concrete Median Barrier Wall 177.000 l.f. 711-05.78 Grade Separated Singe Slope Median Wall 1,919.000 l.f. 712-01 Traffic Control (1) Ls 712-01.51 Portable Barrier Rail Delineator (Double) 280.000 Each 712-01.52 Maintenance Of Traffic ( )(Oversize Signs)39.000 Each 712-01.53 Maintenance Of Traffic ( )(Intersection Mitigations )5.000 Each 712-02.02 Interconnected Portable Barrier Rail 21,830.000 l.f. 712-02.36 Remove And Relocate Portable Barrier Rail 2,620.000 l.f. 712-02.47 Bridge Mounted Interconnected PortableBarrier Rail250.000 l.f. 712-02.60 Temporary Work Zone Crash Cushion (MashTl-3)13.000 Each 712-04.01 Flexible Drums (Channelizing) 1,200.000 Each 712-04.50 Barrier Rail Delineator 820.000 Each 712-05.01 Warning Lights (Type a) 72.000 Each 712-06 Signs (Construction) 6,005.000 s.f. 712-06.16 Signs (Construction)(Reduced SpeedWarning)4.000 Each 712-07.02 Temporary Barricades (Type Ii) 20.000 l.f. 712-07.03 Temporary Barricades (Type Iii) 1,200.000 l.f. 712-08.03 Arrow Board (Type c) 20.000 Each 712-08.08 Speed Feedback Sign Assembly 1.000 Each 712-08.12 Queue Protection Truck 1,440.000 Day 712-08.13 Queue Protection Truck (Emergency CallOut)30.000 Day 712-08.14 Portable Queue Warning System 900.000 Day 712-08.20 Truck Mounted Attenuator w/Mssage Board 120.000 Day 712-09.02 Removable Pavement Marking (8" BarrierLine)4,500.000 l.f. 712-09.03 Removable Pavement Marking(ChannelizingStriping)10,000.000 s.y. 712-09.04 Removable Pavement Marking (Stop Line) 120.000 l.f. 712-09.05 Removable Pavement Marking (Arrow) 2.000 Each 712-09.08 Removable Pavement Marking (6" Line) 77,000.000 l.f. 712-09.20 Temporary Plastic Pavement Marking(NoiseStrip)42.000 l.f. 712-09.33 Modify Existing Overhead Signs 380.000 Each 712-10.02 Temporary Transverse Rumble Strips 42.000 l.f. 713-01.01 Class a Concrete (Foundation For SignSupports)18.200 c.y. 713-01.02 Steel Bar Reinforcement(Foundation ForSign Supports)4,500.000 Lb. 713-02.04 Delineator (Mile Marker) & Steel Post 6.000 Each 713-02.14 Flexible Delineator (White) 68.000 Each 713-02.15 Flexible Delineator (Yellow) 40.000 Each 713-02.20 Roadside Obstacle Delineation 21.000 s.f. 713-02.21 Sign Post Delineation Enhancement 69.000 l.f. 713-02.25 Median Barrier Delineator (Double) 25.000 Each 713-02.26 Concrete Barrier/Parapet Delineator 57.000 Each 713-02.30 Flexible Tubular Delineator 28.000 Each 713-04.02 Steel i-Beams & w-f Beams For Sign Supports 18,450.000 Lb. 713-09.01 Steel Overhead Sign Structure (Span)(Span 120'-0" Nb55-6)1.000 Each 713-09.02 Steel Overhead Sign Structure (Span)(Span 71'-0" Nb55-9)1.000 Each 713-09.03 Steel Overhead Sign Structure (Span)(Span 64'-6" Sb55-10)1.000 Each 713-09.04 Steel Overhead Sign Structure (Span)(Span 64'-3" Sb55-18)1.000 Each 713-09.05 Steel Overhead Sign Structure (Span)(Span 70'-6" Nbx-4)1.000 Each 713-09.06 Steel Overhead Sign Structure (Span)(Span 110'-10" c-2)1.000 Each 713-09.07 Steel Overhead Sign Structure (Span)(Span 104'-0" Rv-2)1.000 Each 713-09.08 Steel Overhead Sign Structure (Span)(Span 50'-0" Rv-8)1.000 Each 713-11.01 "u" Section Steel Posts 1,060.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 2,100.000 Lb. 713-11.04 Surface Mnt Breakaway Base For Sign Post 40.000 Each 713-11.21 p Post Slip Base 46.000 Each 713-11.22 u Post Slip Base 33.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 240.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 850.000 s.f. 713-14 Extruded Aluminum Panel Signs 6,310.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.01 Removal Of Existing Sign Post 6.000 Each 713-15.36 Remove Sign, Support & Footing 4.000 Each 713-15.41 Sign Removal (Description) (1) Ls 713-16.01 Changeable Message Sign Unit 10.000 Each 713-16.09 Railroad Advance Warning Sign AndSupport2.000 Each 713-16.50 Remove And Replace Sign (Description) (w12-2 On Existing Bridge)4.000 Each 713-17.02 Install Auxiliary Support For Exit NumberPanel17.000 Each 713-17.30 Modify Existing Overhead Sign Structure (1) Ls 713-17.50 Sign Mounted On Bridge Parapet 19.000 Each 713-17.60 Sign Mounted On Concrete Median Barrier (w1-8)13.000 Each 714-03.01 Direct Burial Conduit (2" Pvc, Schedule 40) 10,877.000 l.f. 714-04.01 Conduit (Structures - 1" Rgs) 2,011.000 l.f. 714-04.03 Conduit (Description) (Structures - 1" Ltfc) 30.000 l.f. 714-05.05 Pull Boxes (Description) (See Plans) 31.000 Each 714-05.06 Pull Boxes (Description) (Bridge MountedCast Metal)27.000 Each 714-06.03 Cable (1/c # 10 Awg) 8,960.000 l.f. 714-06.05 Cable (1/c # 6 Awg) 26,373.000 l.f. 714-06.06 Cable (1/c # 4 Awg) 22,050.000 l.f. 714-06.08 Cable (Description) (1/c #6 Soft Drawn Bare) 15,565.000 l.f. 714-06.09 Cable (Description) (1/c #10 Soft DrawnBare)4,480.000 l.f. 714-08.01 Light Standards (45' m.h., 15' Arm) 28.000 Each 714-08.02 Light Standards (50' m.h., 15' Arm) 1.000 Each 714-08.04 Light Standards (45' m.h., 2 - 15' Arms) 3.000 Each 714-08.09 Light Standards (Description) (35' m.h., 5'Arm, Bridge Mounted)13.000 Each 714-08.11 Light Standards (Description) (30' m.h., 5'Arm, Street Light)4.000 Each 714-08.12 Light Standards (Description) (35' m.h., 15'Arm)37.000 Each 714-08.32 Removal Of Light Standard & Foundation 69.000 Each 714-08.43 Foundation For Light Standards - Roadway(Description) (Only)31.000 Each 714-08.44 Foundation For Light Standards - Roadway(Description) (Only)37.000 Each 714-08.45 Foundation For Light Standards - Roadway(Description) (Only)1.000 Each 714-09.09 Luminaires (Description) (273 Watt, 32,700Lumens)85.000 Each 714-09.10 Luminaires (Description) (133 Watt, 13,400Lumens)4.000 Each 714-09.11 Luminaires (Description) (Underpass, Led, 72Watt, 6,638 Lumens)28.000 Each 714-10.01 Overhead Conductors (Gauge & Type)(Gauge & Type)726.000 l.f. 714-12.01 Control Center (No. 1) (1) Ls 714-25.02 Electrical Connection (Description) (MlgwConnection To Control Center No. 1)(1) Ls 714-26.05 Temporary Roadway Lighting (1) Ls 716-01.06 Temporary Raised Pavement Marker,White 970.000 Each 716-01.22 Snowplowable Raised Pavment Markers(Mono-Dir)(1 Color)400.000 Each 716-01.23 Snowplowable Raised Pavement Markers(Bi-Dir)(2 Color)170.000 Each 716-02.03 Plastic Pavement Marking (Cross-Walk) 350.000 l.f. 716-02.04 Plastic Pavement Marking(ChannelizationStriping)906.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 573.000 l.f. 716-02.06 Plastic Pavement Marking (Turn LaneArrow)8.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 331.000 l.f. 716-02.09 Plastic Pavement Marking (LongitudinalCross-Walk)330.000 l.f. 716-03.02 Plastic Word Pavement Marking (Rxr) 4.000 Each 716-03.09 Plastic Word Pavement Marking ( )(North )4.000 Each 716-03.10 Plastic Word Pavement Marking ( )(South )4.000 Each 716-04.01 Plastic Pavement Marking (Straight-TurnArrow)3.000 Each 716-04.04 Plastic Pavement Marking (TransverseShoulder)1,493.000 l.f. 716-04.06 Plastic Pavement Marking (Wrong WayArrow)2.000 Each 716-04.12 Plastic Pavement Marking (Yield Line) 534.000 s.f. 716-04.13 Plastic Pavement Marking (Bikelane Symbol& Arrow)2.000 Each 716-04.15 Plastic Pavement Marking-BikeSymbol/Arrow Shared4.000 Each 716-04.23 Plastic Pavement Marking (Fish-Hooks With 1Arrow)4.000 Each 716-04.24 Plastic Pavement Marking (Fish-Hooks With 2Arrows)3.000 Each 716-04.25 Plastic Pavement Marking (Fish-Hooks With 3Arrows)1.000 Each 716-05.02 Painted Pavement Marking (8" Barrier Line) 624.000 l.f. 716-05.20 Painted Pavement Marking (6" Line) 14.300 l.m. 716-08.30 Hydroblast Removal Of Pavement Marking(Line)3.547 l.m. 716-09.86 Contrast Pavement Marking 6" 5.660 l.m. 716-09.87 Contrast Pavement Markings Words And Symbols 3.000 Each 716-09.88 Contrast Pavement Marking 8" 0.231 l.m. 716-09.89 Contrast Pavement Marking 12" 0.160 l.f. 716-09.90 Contrast Pavement Marking 6" Dotted 0.126 l.f. 716-10.50 Preformed Plastic Pavement Marking (Interstate Shield) 8.000 Each 716-12.01 Enhanced Flatline Thermo Pvmt Mrkng (4in Line) 0.190 l.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 0.629 l.m. 716-12.03 Enhanced Flatline Thermo Pvmt Mrkng (8in Barrier Line) 280.000 l.f. 716-12.08 Enhanced Flat Line Thermo (12in Barrier Line) 800.000 l.f. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 1.157 l.m. 716-13.05 Spray Thermo Pvmt Mrkng (60 Mil) (6in Dotted Line) 200.000 l.f. 717-01 Mobilization (1) Ls 725-03.09 Ethernet Switch (Type a) 1.000 Each 725-03.50 Radar Detection System 2.000 Each 725-04.20 Overheight Vehicle Detection System 1.000 Each 725-20.04 Cctv Pole Remove And Relocate 1.000 Each 725-20.43 Pull Box (Type c) 14.000 Each 725-20.44 Pull Box (Type d) 13.000 Each 725-20.45 Pull Box (Type e) 6.000 Each 725-20.54 Cable (1/c #8 Awg.) 8,955.000 l.f. 725-21.11 Network Switch (Type a) 3.000 Each 725-21.49 Modify Electrical Demarcation Point 1.000 Each 725-21.52 Removal & Replace Type b Cabinet 1.000 Each 725-21.95 Radar Detection System Removal 3.000 Each 725-21.98 Rds Comm And Logic Controller 2.000 Each 725-22.06 Har Flashing Beacon Sign Remove & Relocate 1.000 Each 725-22.24 Conduit Bank (Type 4) 4,105.000 l.f. 725-22.34 Conduit Bank Bored (Type 4) 685.000 l.f. 725-22.64 Structure Conduit Bank (Type 4) 25.000 l.f. 725-22.74 2in Conduit w/Bank 4,105.000 l.f. 725-22.75 2in Conduit Bored w/Bank 685.000 l.f. 725-22.76 2in Conduit Structure w/Bank 25.000 l.f. 725-23.01 Its Cable Marker 16.000 Each 725-23.16 Fiber Optic Cable (144f) 4,245.000 l.f. 725-23.21 Fiber Optic Drop Cable (12 f) 1,375.000 l.f. 725-23.26 Fiber Optic Closure (12 f) 4.000 Each 725-23.27 Fiber Optic Closure (Description) (144 f) 4.000 Each 725-23.28 Fiber Optic Splice Fusion 16.000 Each 725-23.31 Fiber Optic Drop Panel ( 12 f ) 4.000 Each 725-24.02 Cabinet (Type b) 3.000 Each 725-24.31 Spare Parts (1) Ls 725-24.41 Burn-In Period (1) Ls 725-24.51 System Integration (1) Ls 725-24.55 As-Built Plans (1) Ls 725-24.61 Training (1) Ls 730-01.04 Modification Of Existing Traffic Signal Equipment (1) Ls 730-02.09 Signal Head Assembly (130 With Backplate) 4.000 Each 730-02.36 Sgnl Ahd Sgn w/Flshng Lghts (Grnd Mntd) 1.000 Each 730-03.20 Install Pull Box (Type a) 4.000 Each 730-03.21 Install Pull Box (Type b) 14.000 Each 730-03.23 Install Pull Box (Fiber Optic-Type a) 4.000 Each 730-03.24 Install Pull Box (Fiber Optic-Type b) 1.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-05.02 Service Cable (2 Conductor, # 8 Awg) 500.000 l.f. 730-08.02 Signal Cable - 5 Conductor 1,110.000 l.f. 730-08.05 Signal Cable - 12 Conductor 500.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 420.000 l.f. 730-12.03 Conduit 3" Diameter (Pvc) 2,220.000 l.f. 730-12.04 Conduit 4" Diameter (Pvc) 760.000 l.f. 730-12.17 Conduit (Description) (3" Diam. Dbl.-Wall Jack And Bore Under Railroad) 200.000 l.f. 730-12.42 Curb Marker (Description) (Nom. 4-In. Plastic Disk) 120.000 Each 730-13.03 Vehicle Detector (4 - Channel, Rack Mount) 1.000 Each 730-13.08 Vehicle Detector (Description) (Video Detection System) 1.000 Each 730-15.32 Cabinet (Eight Phase Base Mounted) 1.000 Each 730-16.02 Eight Phase Actuated Controller 1.000 Each 730-23.30 Pedestal Pole (Description) (Aluminum, 20' Length) 2.000 Each 730-23.40 Cantilever Signal Support (1 Arm @ 15') 1.000 Each 730-23.88 Cantilever Signal Support (1 Arm @ 45') 1.000 Each 730-35.01 Rf Data System (Description) (Radio With Antenna) 1.000 Each 730-35.06 Battery Back-Up And Power Conditioner 1.000 Each 730-40.02 Temporary Traffic Signal System (1) Ls 730-50.20 Rectangular Rapid Flashing Beacon Assembly (Solar Powered) 6.000 Each 740-07.04 Geogrid Reinforcement Type 2 6,510.000 s.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 3,566.051 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 4,051.000 s.y. 740-11.01 Temporary Sediment Tube 8in 5,134.000 l.f. 740-11.02 Temporary Sediment Tube 12in 9,514.000 l.f. 740-11.03 Temporary Sediment Tube 18in 560.000 l.f. 801-01 Seeding (With Mulch) 200.000 Unit 801-03 Water (Seeding & Sodding) 1,231.000 m.g. 803-01 Sodding (New Sod) 123,157.500 s.y. 806-02.12 Mowing, Weedeating & Litter Pickup (Urban Area) 12.000 Cycl 303-01 Mineral Aggregate, Type a Base, Grading d 14,523.000 Ton 313-03 Treated Permeable Base 27,403.000 s.y. 501-01.04 Portland Cement Concrete Pavement (Plain) 11" 27,403.000 s.y. 303-01 Mineral Aggregate, Type a Base, Grading d 2,161.000 Ton 309-01.01 Mineral Aggregate (a-Cbc) 8,287.000 Ton 309-01.02 Portland Cement (a-Cbc) 404.000 Ton 309-02 Bituminous Material (a-Cbc) 24.000 Ton 313-03 Treated Permeable Base 27,403.000 s.y. 501-01.04 Portland Cement Concrete Pavement (Plain) 11" 27,403.000 s.y. 202-01.02 Removal Of Asbestos (1) Ls 202-01.05 Removal Of Asbestos (Description) (Bridge No. 1) (1) Ls 204-02.01 Dry Excavation (Bridges) 7,564.000 c.y. 204-02.10 Drilled Caisson - Earth (Description) (30" Dia) 2,300.000 l.f. 204-02.11 Drilled Caisson - Earth (Description) (36" Dia) 241.000 l.f. 303-01.02 Granular Backfill (Bridges) 32.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 1.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 80.000 Ton 415-01.02 Cold Planing Bituminous Pavement 1,190.000 s.y. 602-02.01 Structural Steel (Location & Description) (Bottom Chord Repair) 980.000 Lb. 602-02.02 Structural Steel (Location & Description) (Stringer Repair At Exp Jt.) 12,220.000 Lb. 602-02.03 Structural Steel (Location & Description) (Stringer Repair At Splice) 198.000 Lb. 602-02.04 Structural Steel (Location & Description) (Deck Hold Down Repair) 32,240.000 Lb. 602-02.05 Structural Steel (Location & Description) (Stringer Repair) 310.000 Lb. 602-04.01 Steel Structures (Location & Description) (Bridge No. 1) (1) Ls 602-04.02 Steel Structures (Location & Description) (Bridge No. 2) (1)Ls 602-04.03 Steel Structures (Location & Description) (Bridge No. 3) (1) Ls 602-10.14 Navigation Lights (1) Ls 602-10.32 Structural Steel (Repairs) 685.000 Lb. 602-10.51 Structural Steel Repair(Description) 2.000 Each 602-10.60 Bearing Device (Description) (Bridge No. 2, Bents 2-5) 24.000 Each 602-10.61 Bearing Device (Description) (Bridge No. 3, Bents 2, 5, 6, 7 & 8) 30.000 Each 602-10.62 Bearing Device (Description) (Bridge No. 3, Bents 3 & 4) 12.000 Each 603-01 Paint Steel Structure (1) Ls 603-02.20 Spot Painting Existing Steel Structures 28,320.000 s.f. 604-02.03 Epoxy Coated Reinforcing Steel 1,275,006.000 Lb. 604-03.01 Class a Concrete (Bridges) 2,708.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 711,881.000 Lb. 604-03.04 Pavement @ Bridge Ends 813.000 s.y. 604-03.09 Class d Concrete (Bridge Deck) 303.000 c.y. 604-03.32 Class Ds Concrete 3,486.000 c.y. 604-03.74 Class x Concrete 1,653.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 7,967.000 s.y. 604-04.02 Applied Texture Finish (Existing Structures) 13,140.000 s.y. 604-04.41 Three Star State Emblem 24.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 33,836.000 s.y. 604-10.05 Concrete 200.000 s.f. 604-10.20 Hydrodemolition 20,000.000 s.y. 604-10.30 Bridge Deck Repairs (Full Depth Of Slab) 120.000 s.y. 604-10.42 Concrete Repairs 10.000 c.f. 604-10.44 Expansion Joint Repairs 2,695.000 l.f. 604-10.50 Bridge Deck Repairs (Partial Depth Of Slab) 400.000 s.y. (2)604-10.54 Concrete Repairs 200.000 s.f. 604-10.62 Epoxy Injection Repair (Complete And In Place) 200.000 l.f. 604-10.67 Concrete Repairs (Description) (Saw Cutting @ Pmc Edge) 19,775.000 l.f. 604-10.70 Expansion Joint Repairs 51.000 l.f. 604-10.90 Miscellaneous Bridge Items (1) Ls 604-11.01 Expansion Device (Description) (Bridge No. 2, Abutment No. 1) 61.000 l.f. 604-11.02 Expansion Device (Description) (Bridge No. 2, Abutment No. 2) 61.000 l.f. 604-11.03 Expansion Device (Description) (Bridge No. 3, Abutment No. 1) 54.000 l.f. 604-11.04 Expansion Device (Description) (Bridge No. 3, Abutment No. 2) 54.000 l.f. 606-09.01 Test Piles (Precast Concrete, Size 1) 995.000 l.f. 606-09.02 Loading Test (Precast Concrete, Size 1) 3.000 Each 606-09.03 Precast Concrete Piles (Size 1) 33,950.000 l.f. 606-12.01 Pile Anchorage System (Seismic) 893.000 Each 611-04.40 Adjustment Of Existing Bridge Drain 16.000 Each 617-02 Bridge Deck Crack Sealing 19,775.000 l.f. 617-04.01 Type 1 Thin Epoxy Overlay (Epoxy-Urethane) 9,000.000 s.y. 617-05 Sealant (Description) (Hmwm) 215.000 Gal. 619-01 Bridge Deck Overlay (Pmc) 20,000.000 s.y. 620-05 Concrete Parapet With Structural Tubing 473.000 l.f. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 4,810.000 l.f. 707-01.50 Chain-Link Fence (__ Foot) (7 Foot) 165.000 l.f. 707-01.52 Gate - Chain-Link Fence (__ Foot - Description) (7 Foot - Double Swing Gate) 2.000 Each 707-03.12 Three Strand Barbed Wire Fence 165.000 l.f. 707-08.11 High-Visibility Construction Fence 450.000 l.f. 710-09.01 6" Perforated Pipe With Vertical Drain System 136.000 l.f. (3)710-09.02 6" Pipe Underdrain 30.000 l.f. 714-01.01 Structural Lighting (Bridge No.) (Bridge No. 2) (1) Ls 714-01.02 Structural Lighting (Bridge No.) (Bridge No. 3) (1) Ls 714-16.05 Temporary Navigational Lighting (1) Ls 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 141.000 Each 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 4.500 l.m. 718-01.01 Noise Barrier (Description) (Noise Wall No. 1) 16,293.000 s.f. 718-01.02 Noise Barrier (Description) (Noise Wall No. 2) 35,659.000 s.f. 908-21.01 Bearings (Description) (Bridge No. 2, Abutment No. 1) 6.000 Each 908-21.02 Bearings (Description) (Bridge No. 2, Abutment No. 2) 6.000 Each 908-21.03 Bearings (Description) (Bridge No. 3, Abutment No. 1) 6.000 Each 908-21.04 Bearings (Description) (Bridge No. 3, Abutment No. 2) 6.000 Each 303-01.03 Granular Backfill (Retaining Walls) 329.000 Ton 604-03.07 Class a Concrete (Description) (Retaining Walls) 340.000 c.y. 604-07.28 Retaining Wall Excavation 1,947.000 c.y. 606-09.01 Test Piles (Precast Concrete, Size 1) 300.000 l.f. 606-09.02 Loading Test (Precast Concrete, Size 1) 1.000 Each 606-09.03 Precast Concrete Piles (Size 1) 3,600.000 l.f. 606-12.01 Pile Anchorage System (Seismic) 96.000 Each 624-03.01 Retaining Wall Reinforcing Steel 40,735.000 Lb. 703-02 Cement Concrete Ditch Paving (Reinforced) 7.000 c.y. 710-09.01 6" Perforated Pipe With Vertical Drain System 264.000 l.f. (4)204-15 Core Drilling For Piles(Soil) 978.000 l.f. 602-02.01 Structural Steel (Location & Description) (Soldier Pile r-1a) 80,400.400 Lb. 604-07.01 Retaining Wall (Description) (r-1a) 2,125.000 s.f. 604-15.01 Portland Cement Grout 72.200 c.y. 621-05.01 Temporary Shoring 2,125.000 s.f. 624-03.01 Retaining Wall Reinforcing Steel 5,763.000 Lb. 625-02.40 Drilled Shaft (Sh-Scc) Concrete 317.000 c.y. 703-02 Cement Concrete Ditch Paving (Reinforced) 7.000 c.y. 793-01.01 Pole 30ft Class 4 Wood 2.000 Each 793-01.41 Anchor 1in 2.000 Each 793-13.07 4in Schedule 40 Pvc 722.000 l.f. 793-13.12 1 Duct Formation @ 36in Depth 312.000 l.f. 793-13.17 2 Duct Formation @ 36in Depth 205.000 l.f. 793-98.04 Remove Poles All Sizes 1.000 Each 795-01.03 6in Dip Restrained Joint Water Line 230.000 l.f. 795-01.04 6in Dip Slip Joint Water Line 10.000 l.f. 795-01.09 12in Dip Restrained Joint Water Line 700.000 l.f. 795-05.63 Bore/Jack 12in Steel Casing Pipe-Uncon. 100.000 l.f. 795-05.67 Bore/Jack 20in Steel Casing Pipe-Uncon. 270.000 l.f. 795-06.04 Connect To 6in Water Line 1.000 Each 795-06.07 Connect To 12in Water Line 2.000 Each 795-06.33 Cut And Cap 6in Water Line 2.000 Each 795-06.37 Cut And Cap 12in Water Line 4.000 Each 795-07.03 6in x 6in Tapping Sleeve And Valve 1.000 Each 795-07.15 12in x 12in Tapping Sleeve And Valve 2.000 Each 795-08.09 12in Gate Valve Assembly 1.000 Each 795-11.02 Fire Hydrant Assembly 1.000 Each 795-12.01 Remove Fire Hydrant 1.000 Each 795-13.01 Di Fittings 2,000.000 Lb. (5)795-13.04 Bridge Hanger System (1) Ls 795-14.08 Restore Asphalt 110.000 s.y. 795-14.09 Restore Concrete 90.000 s.y. 795-14.10 Restore Gravel 131.000 s.y. 795-25.01 Remove Water Main From Bridge (1) Ls 797-02.07 6in Hdpe Force Main 625.000 l.f. 797-05.51 8in Pvc Gravity Sewer 0ft-6ft Depth 20.000 l.f. 797-05.53 8in Pvc Gravity Sewer 12ft-18ft Depth 20.000 l.f. 797-05.61 12in Pvc Gravity Sewer 12ft-18ft Depth 601.000 l.f. 797-06.66 Bore/Jack 20in Steel Casing Pipe-Uncon. 120.000 l.f. 797-07.02 48in Manhole 4ft-6ft Depth 1.000 Each 797-07.06 48in Manhole 12ft-14ft Depth 4.000 Each 797-07.07 48in Manhole 14ft-16ft Depth 1.000 Each 797-07.13 60in Manhole 4ft-6ft Depth 1.000 Each 797-07.56 Manhole Drop Connection Assembly 1.000 Each 797-09.20 2in Combo Air Release Valve Assembly 1.000 Each 797-10.32 Pump Station (1) Ls (6)797-11.15 48in Mh Adjustment Increase Height 19.000 v.f.

Bridge, Renovation.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.