Interchange Modification on I-65 at U.S. 412 (S.R. 99) in Columbia, Including Grading, Drainage, Bridges, Retaining Walls, Signals and Paving

105-01 Construction Stakes, Lines and Grades (1) Ls 109-10.01 Trainee 5,680.000 Hour 201-01 Clearing and Grubbing (1) Ls 202-02.01 Removal of Pipe (Size ,sta.) (18" Cmp,i-65 Sta. 419+23.77, 173.21' Rt) 142.000 L.f. 202-02.04 Removal of Pipe (Size ,sta.) (15" Rcp ,s.r. 99 Sta. 137+18.00, 35.62' Lt) 240.000 L.f. 202-02.05 Removal of Pipe (Size ,sta.) (15" Rcp ,s.r. 99 Sta. 139+44.00, 43.79' Lt) 96.000 L.f. 202-02.06 Removal of Pipe (Size ,sta.) (18" Cmp,old Hwy 99 Sta. 12+78.80) 51.000 L.f. 202-02.07 Removal of Pipe (Size ,sta.) (18" Rcp, I-65 Median Sta 423+50 Thru 427+00, Various.) 214.000 L.f. 202-03.01 Removal of Asphalt Pavement 995.000 S.y. 202-04.50 Removal of Structures (Description, Sta.) (10' X 8' Box Culvert, I-65 Sta. 420+02.94) (1) Ls 202-04.51 Removal of Structures (Description, Sta.) (10'x5' Box Culvert, Sr-99 Sta. 143+25) (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 134,705.000 C.y. 203-04 Placing and Spreading Topsoil 8,261.000 C.y. 203-06 Water 5,200.000 M.g. 203-07 Furnishing & Spreading Topsoil 6,051.000 C.y. 204-08 Foundation Fill Material 43.000 C.y. 208-01.05 Brooming & Degrassing Shoulders 6.000 L.m. 209-02.07 18" Temporary Slope Drain 253.000 L.f. 209-05 Sediment Removal 1,323.000 C.y. 209-08.02 Temporary Silt Fence (With Backing) 22,013.000 L.f. 209-08.03 Temporary Silt Fence (Without Backing) 24,681.000 L.f. 209-08.07 Rock Check Dam 317.000 Each 209-08.08 Enhanced Rock Check Dam 82.000 Each 209-09.01 Sandbags 2,800.000 Bag 209-09.03 Sediment Filter Bag (15' X 15') 12.000 Each 209-09.43 Curb Inlet Protection (Type 4) 13.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 132.000 S.y. 209-40.33 Catch Basin Protection (Type D) 49.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 4.000 Each 209-40.42 Catch Basin Filter Assembly(Type 2) 3.000 Each 209-40.46 Catch Basin Filter Assembly(Type 6) 8.000 Each 303-01 Mineral Aggregate, Type a Base, Grading D 111,542.000 Ton 303-01.01 Granular Backfill (Roadway) 206.000 Ton 303-10.01 Mineral Aggregate (Size 57) 222.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm) Grading B-m2 2,924.000 Ton 307-01.22 Asp. Conc. Mix(Pg76-22) (Bpmb-hm) Gr. A-s 5,204.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm) Grading a 4,860.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm) Grading B-m2 3,183.000 Ton 307-03.01 Asphalt Concrete Mix (Pg76-22) (Bpmb-hm) Grading a 7,756.000 Ton 307-03.08 Asphalt Concrete Mix (Pg76-22) (Bpmb-hm) Grading B-m2 3,398.000 Ton 307-03.10 Asphalt Conc Mix (Pg76-22)(Bpmb-hm) Gr Cs 1,733.000 Ton 313-03 Treated Permeable Base 16,965.000 S.y. 402-01 Bituminous Material for Prime Coat (Pc) 247.000 Ton 402-02 Aggregate for Cover Material (Pc) 965.000 Ton 403-01 Bituminous Material for Tack Coat (Tc) 37.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 90.000 L.f. 411-01.07 Acs Mix (Pg64-22) Grading E Shoulder 440.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading D 683.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading D 2,142.000 Ton 411-03.10 Acs Mix(Pg76-22) Grading D 1,233.000 Ton 411-03.23 Acs Mix (Pg76-22) Ogfc 6,912.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 1.100 L.m. 411-12.02 Scoring Shoulders (Non-continuous) (16in Width) 1.000 L.m. 415-01.01 Cold Planing Bituminous Pavement 2,807.000 Ton 501-01.03 Portland Cement Concrete Pavement (Plain) 10" 16,965.000 S.y. 502-04.01 Sawing Concrete Pavement (Full Depth) 1,300.000 L.f. 604-01.40 Box Culverts, Existing (Headwall/wingwall Extensions) 455.000 S.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 2,634.000 L.f. 607-03.30 18" Pipe Culvert 289.000 L.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 73.000 L.f. 607-05.30 24" Pipe Culvert 107.000 L.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 1,141.000 L.f. 607-07.30 36" Pipe Culvert 21.000 L.f. 607-37.04 30" Corrugated Metal Pipe Culvert 30.000 L.f. 607-39.02 18" Pipe Culvert (Side Drain) 657.000 L.f. 607-39.03 24" Pipe Culvert (Side Drain) 54.000 L.f. 611-01.02 Manholes, > 4' - 8' Depth 2.000 Each 611-02.11 Junction Box, Type 2 2.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 18.700 C.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 490.000 Lb. 611-07.55 18in Endwall (Cross Drain) 4:1 5.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 3.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 2.000 Each 611-07.58 24in Endwall (Cross Drain) 4:1 2.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 1.000 Each 611-09.01 Adjustment of Existing Catchbasin 2.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 4.000 Each 611-38.01 Catch Basins, Type 38, 0' - 4' Depth 18.000 Each 611-39.01 Catch Basins, Type 39, 0' - 4' Depth 1.000 Each 611-40.01 Catch Basins, Type 40, 0' - 4' Depth 8.000 Each 611-40.02 Catch Basins, Type 40, > 4' - 8' Depth 1.000 Each 611-40.03 Catch Basins, Type 40, > 8' - 12' Depth 1.000 Each 611-41.01 Catch Basins, Type 41, 0' - 4' Depth 5.000 Each 611-41.02 Catch Basins, Type 41, > 4' - 8' Depth 3.000 Each 611-41.03 Catch Basins, Type 41, > 8' - 12' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 1.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 4.000 Each 611-43.02 Catch Basins, Type 43, > 4' - 8' Depth 1.000 Each 611-43.03 Catch Basins, Type 43, > 8' - 12' Depth 1.000 Each 621-03.02 18" Temporary Drainage Pipe 325.000 L.f. 621-03.07 48" Temporary Drainage Pipe 48.000 L.f. 621-03.08 54" Temporary Drainage Pipe 271.000 L.f. 621-03.09 60" Temporary Drainage Pipe 48.000 L.f. 621-05.01 Temporary Shoring 3,472.000 S.f. 701-02 Concrete Driveway 6,267.000 S.f. 702-01 Concrete Curb 160.000 C.y. 702-03 Concrete Combined Curb & Gutter 151.000 C.y. 703-01 Portland Cement Concrete Ditch Paving 8.200 C.y. 705-01.04 Metal Beam Guard Fence 56.000 L.f. 705-06.01 W Beam Gr (Type 2) Mash Tl-3 4,064.000 L.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 5.000 Each 705-06.11 Gr Terminal (in-inline) Mash Tl-3 2.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 15.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 103.300 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 2.000 Each 705-06.40 Cable Barrier (Mash Tl-3) 2,950.000 L.f. 705-06.41 Cable Barrier Anchor (Mash Tl-3) 4.000 Each 705-08.51 Portable Impact Attenuator Nchrp350 Tl-3 11.000 Each 705-20.20 Low Maint Crash Cushn Narrow (Mash Tl-3) 2.000 Each 706-01 Guardrail Removed 2,745.000 L.f. 706-06.06 Radius Rail Long Post (9-12 Ft) 304.000 L.f. 706-80.18 Cable Barrier Terminal (Removal) 2.000 Each 706-80.19 Cable Barrier (Removal) 2,973.000 L.f. 707-01.11 Chain Link Fence (6 Foot) 11,553.000 L.f. 707-01.12 End & Corner Post Assembly(Chain-link Fence 6') 32.000 Each 707-01.13 Gate - Chain-link Fence-6 Foot (Description) (12' Wide) 1.000 Each 707-04 Water Crossing 20.000 L.f. 707-08.11 High-visibility Construction Fence 1,661.000 L.f. 708-02.01 Markers (Concrete R.o.w. Posts) 20.000 Each 709-05.05 Machined Rip-rap (Class a-3) 650.000 Ton 709-05.06 Machined Rip-rap (Class a-1) 552.000 Ton 709-05.08 Machined Rip-rap (Class B) 799.000 Ton 710-02 Aggregate Underdrains (With Pipe) 35,370.000 L.f. 710-05 Lateral Underdrain 2,708.000 L.f. 710-06.13 Lateral Underdrain Endwall (4:1) 37.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 71.000 Each 711-05.69 36in Single Slope Concrete Barrier Wall 1,072.000 L.f. 711-05.72 Single Slope Half Concrete Barrier Wall 1,611.000 L.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 29,248.000 L.f. 712-04.01 Flexible Drums (Channelizing) 588.000 Each 712-04.50 Barrier Rail Delineator 349.000 Each 712-06 Signs (Construction) 1,134.000 S.f. 712-07.03 Temporary Barricades (Type Iii) 123.000 L.f. 712-08.03 Arrow Board (Type C) 8.000 Each 712-08.08 Speed Feedback Sign Assembly 2.000 Each 712-08.09 Digital Speed Limit Sign Assembly 4.000 Each 712-08.10 Mobile Message Sign Unit W/attenuator 2,500.000 Hour 712-09.04 Removable Pavement Marking (Stop Line) 167.000 L.f. 713-01.01 Class a Concrete (Foundation for Sign Supports) 7.600 C.y. 713-01.02 Steel Bar Reinforcement(Foundation for Sign Supports) 1,441.000 Lb. 713-02.04 Delineator (Mile Marker) & Steel Post 6.000 Each 713-02.14 Flexible Delineator (White) 52.000 Each 713-02.15 Flexible Delineator (Yellow) 38.000 Each 713-11.02 Perforated/knockout Square Tube Post 1,919.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 215.000 S.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 317.000 S.f. 713-14 Extruded Aluminum Panel Signs 903.000 S.f. 713-14.21 Street Name Sign (Rigid 0.100in Thick 34.000 S.f. 713-15 Removal of Signs, Posts and Footings (1) Ls 713-15.07 Suspended Flat Sheet Aluminum Sign (0.080" Thick) 3.000 Each 713-16.01 Changeable Message Sign Unit 6.000 Each 713-16.20 Signs (Description) (Protected Area Sign) 16.000 Each 716-01.05 Temporary Raised Pavement Marker 746.000 Each 716-01.14 Raised Pavement Marker Removal 601.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-dir) (1 Color) 298.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-dir)(1 Color) 90.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-dir)(2 Color) 70.000 Each 716-01.30 Removal of Snowplowable Reflective Marker 344.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 150.000 S.y. 716-02.05 Plastic Pavement Marking (Stop Line) 235.000 L.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 15.000 Each 716-02.07 Plastic Pavement Marking (24" Barrier Line) 3,254.000 L.f. 716-02.11 Plastic Pavement Marking (6" Dotted Line) 2,011.000 L.f. 716-03.01 Plastic Word Pavement Marking (Only) 2.000 Each 716-04.02 Plastic Pavement Marking(Double Turning Arrow) 4.000 Each 716-04.07 Plastic Pavement Marking (Exit Only Arrow) 2.000 Each 716-04.14 Plastic Pavement Marking (Lane Reduction Arrow) 8.000 Each 716-05.04 Painted Pavement Marking (Channelization Striping) 844.000 S.y. 716-05.06 Painted Pavement Marking (Turn Lane Arrow) 36.000 Each 716-05.20 Painted Pavement Marking (6" Line) 21.500 L.m. 716-08.01 Removal of Pavement Marking (Line) 87,514.000 L.f. 716-08.04 Removal of Pavement Marking (Channelization Striping) 1,516.000 S.y. 716-08.05 Removal of Pavement Marking (Stop Line) 108.000 L.f. 716-08.06 Removal of Pavement Marking (Turn Lane Arrow) 27.000 Each 716-09.86 Contrast Pavement Marking 6" 1.800 L.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 18.800 L.m. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 5,106.000 L.f. 717-01 Mobilization (1) Ls 730-02.09 Signal Head Assembly (130 With Backplate) 9.000 Each 730-02.17 Signal Head Assembly (150 A2h With Backplate) 1.000 Each 730-02.30 Signal Head Assembly (Description) (130 A2 With Backplate) 2.000 Each 730-02.31 Signal Head Assembly (Description) (130 A3 With Backplate) 2.000 Each 730-03.20 Install Pull Box (Type a) 4.000 Each 730-03.21 Install Pull Box (Type B) 12.000 Each 730-05.01 Electrical Service Connection 2.000 Each 730-08.02 Signal Cable - 5 Conductor 393.000 L.f. 730-08.03 Signal Cable - 7 Conductor 786.000 L.f. 730-12.01 Conduit 1" Diameter (Pvc) 824.000 L.f. 730-12.02 Conduit 2" Diameter (Pvc) 231.000 L.f. 730-12.08 Conduit 2" Diameter (Rgs) 301.000 L.f. 730-12.13 Conduit 2" Diameter (Jack and Bore) 341.000 L.f. 730-13.03 Vehicle Detector (4 - Channel, Rack Mount) 4.000 Each 730-14.01 Shielded Detector Cable 2,412.000 L.f. 730-14.02 Saw Slot 1,908.000 L.f. 730-14.03 Loop Wire 5,372.000 L.f. 730-15.32 Cabinet (Eight Phase Base Mounted) 2.000 Each 730-16.04 Controller (Atc) 2.000 Each 730-23.36 Cantilever Signal Support (Description) (2 @ 69' & 46') 1.000 Each 730-23.37 Cantilever Signal Support (Description) (1 Arm @ 58') 1.000 Each 730-23.38 Cantilever Signal Support (Description) (2 @ 59' & 57') 1.000 Each 730-23.39 Cantilever Signal Support (Description) (1 Arm @ 64') 1.000 Each 730-40 Temporary Traffic Signal System 2.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 3,019.000 S.y. 740-11.01 Temporary Sediment Tube 8in 14,176.000 L.f. 740-11.02 Temporary Sediment Tube 12in 6,497.000 L.f. 740-11.03 Temporary Sediment Tube 18in 2,046.000 L.f. 740-11.04 Temporary Sediment Tube 20in 5,868.000 L.f. 801-01.07 Temporary Seeding (With Mulch) 773.000 Unit 801-01.08 Seeding (Special Mixture) With Mulch 53.000 Unit 801-03 Water (Seeding & Sodding) 936.000 M.g. 802-11.01 Acer Negundo (Box Elder 2-5ft Cntnr Grwn) 57.000 Each 802-11.02 Acer Rubrum (Red Maple 2-5ft Cntnr Grwn) 56.000 Each 802-11.16 Fraxinus Pennsylvanica (Green Ash 2-5ft Cntnr Grwn) 56.000 Each 802-11.26 Platanus Occidentalis (Sycamore 2-5ft Cntnr Grwn) 56.000 Each 802-11.44 Ulmus Americana (American Elm 2-5ft Cntnr Grwn) 56.000 Each 802-11.64 Ilex Decidua (Deciduous Holly 2-5ft Cntnr Grwn) 62.000 Each 802-11.67 Euonymus Americanus (Strawberry Bush 2- 5ft Container Gr0wn) 62.000 Each 802-13.14 Callicarpa Americana (Amrcn Beautyberry) 2-5ft C.g. 61.000 Each 802-13.15 Physocarpus Opulifolius (Ninebark) 2-5ft C.g. 61.000 Each 803-01 Sodding (New Sod) 85,868.000 S.y. 806-02.03 Project Mowing 6.000 Cycl 604-02.01 Class a Concrete (Box Bridges) 319.000 C.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 58,665.000 Lb. 202-01.02 Removal of Asbestos (1) Ls 202-04.01 Removal of Structures (Description, Sta.) (Exist. Br. No. 60i00650017) (1) Ls 202-04.02 Removal of Structures (Description, Sta.) (Exist. Br. No. 60i00650018) (1) Ls 203-03.10 Select Granular Material 4,313.000 Ton 204-02.01 Dry Excavation (Bridges) 1,855.000 C.y. 204-04.01 Rock Excavation (Bridges) 323.000 C.y. 204-05 Rock Drilling (Bridges) 72.000 L.f. 204-14 Core Drilling for Piles(Rock) 1,021.000 L.f. 204-15 Core Drilling for Piles(Soil) 91.000 L.f. 303-01.02 Granular Backfill (Bridges) 72.000 Ton 303-01.03 Granular Backfill (Retaining Walls) 625.000 Ton 602-02.01 Structural Steel (Location & Description) (Soldier Piles) 382,278.000 Lb. 602-02.10 Structural Steel (Location & Description) (Installation of Soldier Piles) (1) Ls 602-03 Steel Structures (1) Ls 604-02.03 Epoxy Coated Reinforcing Steel 315,227.000 Lb. 604-03.01 Class a Concrete (Bridges) 627.000 C.y. 604-03.02 Steel Bar Reinforcement (Bridges) 159,781.000 Lb. 604-03.04 Pavement @ Bridge Ends 695.000 S.y. 604-03.08 Class a Concrete (Description) (Soldier Pile Footing) 256.000 C.y. 604-03.32 Class Ds Concrete 962.000 C.y. 604-04.01 Applied Texture Finish (New Structures) 4,670.000 S.y. 604-04.41 Three Star State Emblem 4.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 4,610.000 S.y. 604-07.28 Retaining Wall Excavation 3,276.000 C.y. 604-09.10 Class a Concrete (Description) (Retaining Walls) 513.000 C.y. 604-10.39 Precast Reinforced Concrete Units 22,557.000 S.f. 606-02.03 Steel Piles (10 Inch) 1,012.000 L.f. 606-02.06 Pile Tips (Steel Piles, 10 Inch) 46.000 Each 617-02 Bridge Deck Crack Sealing 1,096.000 L.f. 617-05 Sealant (Description) (Hmwm) 6.000 Gal. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 604.000 L.f. 621-05.02 Temporary Shoring (1) Ls 621-05.03 Temporary Shoring (1) Ls 710-09.01 6" Perforated Pipe With Vertical Drain System 796.000 L.f. 710-09.02 6" Pipe Underdrain 60.000 L.f. 711-05.74 Conc Median Barr Sing Slope (Std-1-3ss) 322.000 L.f. 790-05.02 Pole 50ft Class 2 Wood 1.000 Each 790-06.02 Pole 55ft Class 2 Wood 2.000 Each 790-26.18 3ph Vertical Sm Angle Susp Bkt 25kv 1.000 Each 790-26.21 3ph Vertical Dde Angle 25kv 1.000 Each 790-26.24 3ph Vertical Dead End Lrg Cond 25kv 1.000 Each 790-26.26 3ph Crossarm Dead End 25kv 1.000 Each 790-32.01 Down Guy - Through Bolt Type 9.000 Each 790-32.02 Down Guy - Through Bolt Type Heavy Duty 2.000 Each 790-32.23 Guy Guard 14.000 Each 790-33.14 3/4in Twin Eye 7.000 Each 790-33.15 1in Triple Eye 1.000 Each 790-40.05 Oh Cond 3/0 6/1 Acsr Pigeon 572.000 L.f. 790-40.09 Oh Cond 336.4 18/1 Acsr Merlin 1,716.000 L.f. 790-46.02 1ph Transformer Conv W/pole Mtd Fuse & La 1.000 Each 790-54.03 10kva 1ph Oh Xformer 14.4kv 120/240 1.000 Each 790-59.02 Hook Stick Switch Vertical - Single 25kv 3.000 Each 790-69.08 Ground-ground Rod 4.000 Each 790-69.28 Extension Link - Epoxy -6ft 1.000 Each 790-69.31 Stick Pin 3.000 Each 790-98.01 Remove Wire 3,326.000 L.f. 790-98.02 Remove Poles 7.000 Each 790-98.03 Remove Framing/associated Apparatus 53.000 Each 791-04.04 Hdd 4in Pe Pipe - Unconsolidated 110.000 L.f. 791-06.03 Connect to 4in Ex. Pe Main 2.000 Each 791-10.10 Retire Gas Main (1) Ls 793-01.08 Pole 35ft Class 5 Wood 3.000 Each 793-01.12 Pole 40ft Class 4 Wood 1.000 Each 793-01.17 Pole 45ft Class 3 Wood 1.000 Each 793-01.41 Anchor 1in 6.000 Each 793-13.07 4in Schedule 40 Pvc 539.000 L.f. 793-13.12 1 Duct Formation @ 36in Depth 461.000 L.f. 793-13.17 2 Duct Formation @ 36in Depth 39.000 L.f. 793-98.04 Remove Poles All Sizes 3.000 Each 795-01.03 6in Dip Restrained Joint Water Line 60.000 L.f. 795-01.09 12in Dip Restrained Joint Water Line 110.000 L.f. 795-01.13 16in Dip Restrained Joint Water Line 2,500.000 L.f. 795-02.07 12in Hdpe Water Line 680.000 L.f. 795-05.22 Hdd 16in Hdpe Casing Pipe-rock 130.000 L.f. 795-05.63 Bore/jack 12in Steel Casing Pipe-uncon. 36.000 L.f. 795-05.68 Bore/jack 24in Steel Casing Pipe-uncon. 100.000 L.f. 795-05.77 Bore/jack 12in Steel Casing Pipe-rock. 40.000 L.f. 795-05.82 Bore/jack 24in Steel Casing Pipe-rock. 60.000 L.f. 795-06.04 Connect to 6in Water Line 2.000 Each 795-06.07 Connect to 12in Water Line 1.000 Each 795-06.33 Cut and Cap 6in Water Line 1.000 Each 795-06.37 Cut and Cap 12in Water Line 2.000 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 795-08.04 6in Gate Valve Assembly 1.000 Each 795-08.13 16in Butterfly Valve Assembly 2.000 Each 795-09.24 Ti of 2in Hdpe Casing for Service Pipe-uncon 150.000 L.f. 795-09.60 3/4in Pexa Service Pipe 200.000 L.f. 795-09.62 1in Pex Service Pipe 220.000 L.f. 795-11.04 Relocate Fire Hydrant 2.000 Each 795-13.01 Di Fittings 4,500.000 Lb. 795-14.05 Concrete Encasement 40.000 L.f. 795-15.07 24in Steel Casing Pipe Open Cut Method 70.000 L.f. 795-20.01 Reconnect Service Assembly 8.000 Each

Division 01 -	General Requirements, Temporary Construction, Temporary Bridges, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Grading.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Roadway Signaling and Control Equipment, Traffic Signals.