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Last Updated 01/08/2021 02:22 AM
Project Title

SR 3020 Haine School Road to Commonwealth Drive

Physical Address View project details and contacts
City, State (County) PA   (Butler County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $7,500,000 to $9,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

New highway and turning lanes, service and access roads, highway realignment and safety improvements and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 3020, Section 297, In Butler County Cranberry Township from approximately just west of T-302 Haine School Road at segment 0030 offset 0883 to approximately just east of T-725 Commonwealth Drive at segment 0060 offset 0660. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0202-0003 Lump Sum 1.000 01 n b Demolition 0202-0004 Lump Sum 1.000 01 n b Demolition 0202-0005 Lump Sum 1.000 01 n b Demolition 0202-0006 Lump Sum 1.000 01 n b Demolition 0202-0007 Lump Sum 1.000 01 n b Demolition 0202-0008 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 14,996.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 486.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1,844.000 01 n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 7,616.000 01 n Yes c1 Proj Selected Borrow Excavation 206 Rock 0205-0265 Cubic Yard 169.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0282 Cubic Yard 1,789.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 3 0212-0001 Linear Foot 8,533.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 15,697.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 7,996.000 01 n c3, h, m2 Geotextile, Class 4, Type c 4220-0020 Cubic Yard 19.000 01 n Yes k1 Proj Flowable Backfill, Type c In Abandoned Pipes 0222-0011 Square Yard 609.000 01 n c3 Geocell Load Distribution Mat Type a, 6" Depth, Smooth Walls/Perforated 4223-0001 Square Foot 8,942.000 01 n Yes m2 Proj Geosynthetic Reinforced Soil Slope, Type a Including Settlement Monitoring 4223-0004 Square Foot 638.000 01 n Yes m2 Proj Geosynthetic Reinforced Soil Slope, Type d Including Settlement Monitoring 0313-0320 Square Yard 227.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0324 Square Yard 313.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0328 Square Yard 12,268.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 7" Depth 4350-0104 Square Yard 227.000 01 n Yes c, e Proj Subbase 4" Depth (No. 2a) Limestone 4350-0106 Square Yard 470.000 01 n Yes c, e Proj Subbase 6" Depth (No. 2a) Limestone 4350-0108 Square Yard 12,666.000 01 n Yes c, e Proj Subbase 8" Depth (No. 2a) Limestone 0350-0121 Ton 70.000 01 n c, e Subbase (No. 2a) 0413-0244 Square Yard 37,191.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-0246 Square Yard 1,646.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0258 Ton 2,088.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6042 Square Yard 191.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0413-6045 Square Yard 12,466.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6049 Square Yard 476.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0460-0002 Gallon 5,637.000 01 n f4 Asphalt Tack Coat 0491-0019 Square Yard 2,206.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 599.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0028 Square Yard 157.000 01 n g Plain Cement Concrete Pavement, 8" Depth 0601-0311 Linear Foot 19.000 01 n h 12" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0601-0760 Linear Foot 181.000 01 n h 12" Ductile Iron Pipe 0601-5901 Linear Foot 750.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7014 Linear Foot 366.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0773 Linear Foot 366.000 n h 18" Ductile Iron Pipe, 100 Year Design Life o 0601-0550 Linear Foot 366.000 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7308 Linear Foot 109.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill o 0601-0312 Linear Foot 109.000 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-7313 Linear Foot 285.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9363 Linear Foot 285.000 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-0313 Linear Foot 285.000 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-7327 Linear Foot 47.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-9365 Linear Foot 47.000 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-0315 Linear Foot 47.000 n h 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0604-7014 Linear Foot 4,706.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 0604-9424 Linear Foot 4,706.000 n h 21" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage 0605-1300 Each 6.000 01 n c1, h1 Cleaning Drainage Structures 0605-2401 Set 8.000 01 n k Manhole Frame And Cover 0605-2711 Set 55.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 23.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 57.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 17.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2863 Each 1.000 01 n k Type 6 Inlet Box, Height > 10` And < /= 20` 0605-2874 Each 1.000 01 n k Type 9 Inlet Box, Height < /= 10` 0605-3010 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0605-3020 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height < /=5` 0605-3021 Each 4.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3022 Each 2.000 01 n k Type 5 Manhole, Storm Water, Height >10` And < /= 20` 0606-0050 Set 11.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0200 Vertical Foot 4.000 01 n k Rebuilt Manhole 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-0002 Linear Foot 90.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 8,533.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 216.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 159.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0021 Each 3.000 01 n h Concrete Collar For 15" Pipe Extension 0618-0022 Each 2.000 01 n h Concrete Collar For 18" Pipe Extension 0619-0450 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,999.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 4.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,788.000 01 n j Type 31-s Guide Rail 0620-1626 Linear Foot 263.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1645 Linear Foot 113.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 790.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 8,780.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 1,678.000 01 n k Plain Concrete Mountable Curb, Type a 0676-0001 Square Yard 3,766.000 01 n k Cement Concrete Sidewalk 0676-0003 Square Yard 85.000 01 n k Sidewalks And Driveway Aprons Through Driveways 0677-0001 Cubic Yard 34.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y x Internal Facilitation 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 426.000 01 n c1, h No. 1 Coarse Aggregate 0703-0022 Cubic Yard 102.000 01 n c1, h No. 8 Coarse Aggregate 0802-0001 Cubic Yard 2,327.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 606.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 403.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 183.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0007 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0804-0013 Pound 44.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0020 Pound 55.000 01 n m3 Seeding And Soil Supplements - Formula l 0806-0113 Square Yard 3,027.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 3,364.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 4849-0010 Each 6.000 01 n Yes c1 Proj Rock Construction Entrance Abact 0849-0020 Each 3.000 01 n c1 Rock Construction Entrance With Wash Rack 0851-0003 Square Yard 28.000 01 n c1 Rock Apron 4855-0003 Each 2.000 01 n Yes m2 Proj Pumped Water Filter Bag Including Compost Filter Sock 4855-0004 Each 2.000 01 n Yes m2 Proj Replacement Pumped Water Filter Bag Including Compost Filter Sock 0860-0000 Each 32.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 80.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 4,989.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0032 Linear Foot 679.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0875-0001 Each 1.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 4901-0711 Each 1.000 01 n Yes p Proj Temporary Traffic Control Signal Reset (Permanent Only) Using Permanent Signal Equipment 4901-0715 Each 1.000 01 n Yes p Proj Temporary Traffic Control Signal Reset (Permanent Only) Using Permanent Signal Equipment 4901-0716 Each 1.000 01 n Yes p Proj Temporary Traffic Control Signal Reset (Permanent Only) Using Permanent Signal Equipment 4901-0750 Each 1.000 01 n Yes p Proj Temporary Traffic Control Signal Reset (Permanent Only) Using Permanent Signal Equipment 0910-4116 Linear Foot 4,916.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0003 Square Foot 301.000 03 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 74.000 01 n r Post Mounted Signs, Type f 0936-0010 Square Foot 420.000 01 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 4936-0010 Square Foot 22.000 01 n Yes r Proj Structure Mounted Flat Sheet Aluminum Signs With Stiffeners Reset 0937-0105 Each 3.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 30.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0312 Each 3.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, White Post With White/White Sheeting 0937-0313 Each 14.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Yellow Post With Yellow/Blank Sheeting 0937-0332 Each 15.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0339 Each 10.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 11.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 7.000 01 n r Reset Post Mounted Signs, Type f 4951-0140 Each 1.000 03 n Yes p Proj Traffic Signal Support, 40` Mast Arm Decorative 4951-0145 Each 2.000 03 n Yes p Proj Traffic Signal Support, 45` Mast Arm Decorative 4951-0155 Each 2.000 03 n Yes p Proj Traffic Signal Support, 55` Mast Arm Decorative 4951-0160 Each 1.000 03 n Yes p Proj Traffic Signal Support, 60` Mast Arm Decorative 4951-2140 Each 1.000 03 n Yes p Proj Traffic Signal Support, 40` Mast Arm With Luminaire Arm (30` Mounting Height) Decorative 4951-2145 Each 4.000 03 n Yes p Proj Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) Decorative 4951-2150 Each 3.000 03 n Yes p Proj Traffic Signal Support, 50` Mast Arm With Luminaire Arm (30` Mounting Height) Decorative 4951-2155 Each 1.000 03 n Yes p Proj Traffic Signal Support, 55` Mast Arm With Luminaire Arm (30` Mounting Height) Decorative 4951-2160 Each 2.000 03 n Yes p Proj Traffic Signal Support, 60` Mast Arm With Luminaire Arm (30` Mounting Height) Decorative 4951-4014 Each 5.000 03 n Yes p Proj Traffic Signal Support, 14` Pedestal Decorative 4951-4020 Each 9.000 03 n Yes p Proj Pedestrian Stub Pole Decorative 4951-4500 Each 1.000 03 n Yes p Proj Traffic Signal Support, Strain Pole, 1,000 Pounds Design Tension With Luminaire Arm (30` Mounting Height) Decorative 0954-0012 Linear Foot 399.000 01 n p8 2 Inch Conduit 0954-0014 Linear Foot 1,320.000 01 n p8 4 Inch Conduit 0954-0151 Linear Foot 3,861.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 551.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 1,364.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 4,058.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 6,680.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 3,267.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 13.000 01 n p8 Junction Box, Jb-27 4954-0403 Each 3.000 01 n Yes p8 Proj Electrical Service, Type c With Upgraded Surge Protection 0955-3208 Each 28.000 03 n p Vehicular Signal Head, Three 12" Sections 0955-3209 Each 6.000 03 n p Vehicular Signal Head, Four 12" Sections 0955-3210 Each 2.000 03 n p Vehicular Signal Head, Five 12" Sections 0955-3722 Each 20.000 01 n p Led Countdown Pedestrian Signal Head, Type a 4955-3722 Each 4.000 01 n Yes p Proj Led Countdown Pedestrian Signal Head, Type a Relocate 0956-0500 Each 20.000 01 n p Pedestrian Push Button 4956-0500 Each 4.000 01 n Yes p Proj Pedestrian Push Button Relocate 0962-1000 Linear Foot 11,978.000 01 n o 4" White Waterborne Pavement Markings 4962-1000 Linear Foot 8,855.000 01 n Yes o Proj 4" White Waterborne Pavement Markings With Reduced Application Rate 0962-1001 Linear Foot 4,435.000 01 n o 6" White Waterborne Pavement Markings 4962-1001 Linear Foot 6,609.000 01 n Yes o Proj 6" White Waterborne Pavement Markings With Reduced Application Rate 0962-1004 Linear Foot 631.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 32,435.000 01 n o 4" Yellow Waterborne Pavement Markings 4962-1005 Linear Foot 12,356.000 01 n Yes o Proj 4" Yellow Waterborne Pavement Markings With Reduced Application Rate 0962-1061 Each 4.000 01 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 52.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0963-0001 Square Foot 13,920.000 01 n o2, o3 Pavement Marking Removal 0963-0010 Each 42.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 8,855.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 12,356.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 6,609.000 01 n o 6" White Epoxy Pavement Markings 0964-0008 Linear Foot 2,125.000 01 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 741.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 226.000 01 n o 24" Yellow Epoxy Pavement Markings 4964-0118 Each 19.000 01 n Yes o3 Proj White Epoxy Legend, "Bicycle With Rider", 8` - 0" x 4`-0" With Arrow, 8` - 0" x 1` - 8" 0964-0222 Each 6.000 01 n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224 Each 37.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 15.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type f 1013-0001 Linear Foot 278.000 01 n j2, s4 Aluminum Bridge Railing 1999-9999 Hour 1,000.000 04 n z Std Trainees 9000-0001 Ton 7,158.000 01 n f Proj Asphalt Build Up 9000-0003 Square Yard 511.000 01 n c Proj Subbase 8" Depth (Aashto #1) 9000-0004 Square Yard 191.000 01 n c Proj Subbase 6" Depth (Aashto #1) 9000-0005 Lump Sum 1.000 01 n k Proj Removal Of Heating Elements For Sidewalk On Parcel 8 9000-0007 Linear Foot 278.000 01 n j1 Proj Variable Height Single Faced Concrete Barrier 9000-0008 Square Yard 185.000 01 n o3 Proj Cranberry Red Crosswalk 9000-0010 Each 3.000 01 n c1 Proj Utility Test Hole For Mast Arm 9000-1001 Each 5.000 01 n h Proj Temporary Inlet Cap 9000-1003 Each 9.000 01 n m2 Proj Compost Inlet Protection 9000-1004 Linear Foot 256.000 01 n m2 Proj Compost Filter Sock Berm 9000-1005 Linear Foot 73.000 01 n h Proj Temporary Pipe 18" Diameter 9000-1006 Each 10.000 01 n m2 Proj Water Quality Inlet Insert For Type c Inlet 9000-1007 Each 8.000 01 n m2 Proj Water Quality Inlet Insert For Type m Inlet 9000-1008 Linear Foot 1,400.000 01 n h Proj 6" High Density Polyethylene Pipe (Perforated) 9000-1009 Square Foot 52.000 01 n m2 Proj Impervious Block 9000-1010 Each 6.000 01 n m2 Proj Cleanout 9000-2000 Each 2.000 01 n x Proj Water Well Monitoring 9000-2001 Lump Sum 1.000 01 n v2 Proj Health And Safety Plan And Waste Management Plan 9000-2002 Dollar 4,000.000 $1.00 $4,000.00 01 y Zz Proj Solid Sampling For Disposal 9000-2003 Dollar 1,000.000 $1.00 $1,000.00 01 y Zz Proj Liquid Sampling For Disposal 9000-2004 Dollar 8,000.000 $1.00 $8,000.00 01 y c1 Proj Excavation Of Regulated Material 9000-2005 Dollar 3,000.000 $1.00 $3,000.00 01 y c1 Proj Off-Site Disposal Of Regulated Fill Material 9000-2006 Dollar 9,000.000 $1.00 $9,000.00 01 y c1 Proj Off-Site Disposal Of Contaminated Liquids 9000-2020 Each 2.000 01 n r Std Covid-19 Safety Plan Sign 9000-3000 Linear Foot 590.000 03 n h Proj 8-Inch Diameter Ductile Iron Class 52 Double Cement Waterline 9000-3001 Linear Foot 55.000 03 n h Proj 6-Inch Diameter Ductile Iron Class 52 Double Cement Waterline 9000-3002 Each 2.000 03 n h Proj 8 Inch Tapping Sleeve With 8 Inch Gate Valve 9000-3003 Each 2.000 03 n h Proj 8 Inch Line Stop And Valve 9000-3004 Each 3.000 03 n h Proj Fire Hydrant Assembly 9000-3005 Each 1.000 03 n h Proj Fire Hydrant Assembly Removal & Cap Line 9000-3006 Each 2.000 03 n h Proj 8 Inch Pipe End Cap With Thrust Block 9000-3007 Each 1.000 03 n h Proj Corporation Stop Cover 9000-3008 Each 28.000 03 n h Proj Grade Adjustment Of Value Box 9000-3009 Set 7.000 03 n h Proj Grade Adjustment Of Sanitary Sewer Manhole (Less Than Or Equal To 6-Inch Elevation Change) 9000-3010 Vertical Foot 13.000 03 n h Proj Grade Adjustment Of Sanitary Sewer Manhole (Greater Than 6-Inch In Elevation Change) 9000-3011 Linear Foot 14.000 03 n h Proj Pipe Insulation 9000-6000 Each 37.000 01 n x Std Design Of Cement Concrete Curb Ramps (By Quadrant) 9000-6012 Each 37.000 01 n k Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-8001 Each 3.000 03 n p Proj Remove Existing Mast Arm And Sign 9000-8002 Each 12.000 03 n p Proj Led Luminaire, Arm Mount 9000-8003 Each 2.000 03 n p Proj Relocate Traffic Signal Support, 14` Pedestal Decorative 9000-8004 Each 3.000 03 n p Proj Controller And Cabinet Assembly Installation With Uninterruptible System, Type 1 Mounting 9000-8005 Linear Foot 4,580.000 03 n p Proj 1-1/4 Quad Interconnect Conduit 9000-8006 Linear Foot 5,280.000 03 n p Proj Single-Mode Fiber Optic Cable, 48 Conductor 9000-8007 Each 25.000 03 n p Proj Traffic Signal Interconnect Junction Box 9000-8008 Each 3.000 03 n p Proj Uninterruptible Power Source For Traffic Signal Battery Vault 9000-8009 Each 3.000 03 n p Proj Single-Mode Fiber Optic Cable, Splice For Mid Span Access 9000-8010 Each 3.000 03 n p Proj Single-Mode Fiber Optic Cable, Splice/Termination 9000-8011 Each 2.000 03 n p Proj Video Detection System 9000-8012 Each 2.000 03 n p Proj Advance Radar Detection System 9000-8013 Each 2.000 03 n p Proj Emergency Vehicle Preemption System 9000-8014 Each 3.000 03 n p Proj Relocate Emergency Vehicle Preemption Detector And Confirmation Light 9000-8015 Each 3.000 03 n p Proj Axis p.t.z Video Camera 9000-8016 Each 3.000 03 n p Proj Relocate Video Detector 9000-8017 Each 2.000 03 n p Proj Relocate Advance Radar Detector 9000-8018 Each 3.000 03 n p Proj Traffic Signal Controller Junction Box 9000-9100 Dollar 10,000.000 $1.00 $10,000.00 03 y f1 Proj Repair Of Detour Route

Details

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.

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Project Documents
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