Design Activities are Limited to: Concrete Curb Ramps, Utility Coordination

The description and location of the project is as follows: This is a partial Design Build roadway project. Design activities are limited to: Concrete curb ramps, utility coordination For the milling and resurfacing, concrete pavement rehabilitation, drainage, guide rail, signing and pavement marking, signals, bridge preservation, and other miscellaneous construction, all within a length of 32,112.18 linear feet (6.082 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 0051 SECTION B51 (Constitution Boulevard) and STATE ROUTE 8013 (Chippewa Interchange) and STATE ROUTE 9401 (Brady’s Run Jughandle), in beaver county, chippewa, patterson, and brighton townships, fallston and bridgewater boroughs, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 475 feet north of Shenango Road (S.R. 0251) in Chippewa Township at Segment 0390/0391 Offset 1195/1155 (Station 471+79) to a point approximately 230 feet north of Riverside Drive (S.R. 4049) in Bridgewater Borough at Segment 0250/0251 Offset 1802/1848 (Station 853+70). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 5,783.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 531.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 94.000 01** n c1, h Class 2 Excavation 0204-0010 Linear Foot 4,539.000 01 n c1, h Cleaning Existing Ditches 0205-0100 Cubic Yard 745.000 01** n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 54.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0281 Cubic Yard 2,314.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0364 Ton 70.000 12 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0367 Ton 100.000 12 n c1 Selected Borrow Excavation Rock, Class r-7 4205-0367 Ton 3,056.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Modified 0208-0001 Hour 8.000 01 n c Special Rolling 0212-0001 Linear Foot 4,876.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,712.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,845.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0437 Ton 1,258.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 7,488.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 3,064.000 01** n c, e Subbase (No. 2a) 4405-0001 Dollar 50,000.000 $1.00 $50,000.00 01 y Yes x Std Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive Modified 0411-0485 Square Yard 51,886.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-4481 Square Yard 74,288.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 4411-6470 Ton 1,170.000 01 n Yes f Std Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix Modified 0411-8470 Ton 1,667.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 4450-1425 Ton 25.000 01 n Yes f1 Std Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l Modified 0460-0003 Square Yard 183,916.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 4,500.000 01 n f4 Bituminous Prime Coat 0467-0002 Linear Foot 10,712.000 01** n f2 Heavy Duty Membranes 12" Width 0469-0021 Linear Foot 10,000.000 01 n f2 Asphalt Joint And Crack Sealing For Concrete Surfaces 0469-0022 Linear Foot 7,500.000 01 n f2 Asphalt Joint And Crack Sealing For Bituminous Surfaces 0491-0012 Square Yard 49,447.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 1,596.000 01 n Yes f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor Modified 4491-0032 Square Yard 109,543.000 01 n Yes f3 Std Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) Modified 4491-0039 Square Yard 8,556.000 01** n Yes f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) Modified 4501-0020 Square Yard 1,501.000 01 n Yes g, g1, k Proj Plain Cement Concrete Pavement, 4" Depth Modified 4501-0030 Square Yard 572.000 01 n Yes g Proj Plain Cement Concrete Pavement, 9" Depth Modified 0501-0032 Square Yard 564.000 01 n g Plain Cement Concrete Pavement, 10" Depth 0515-0001 Linear Foot 38,000.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0516-2007 Linear Foot 2,036.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 32.000 01 n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 50.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0516-3034 Square Yard 782.000 01 n g1 Accelerated Concrete Pavement Patching, Type a, 10" Depth 0591-0001 Square Yard 275.000 01 n f3 Milling Of Cement Concrete Pavement Surface 4601-0451 Linear Foot 25.000 01 n Yes h Std 12" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box Modified e 4601-0493 Linear Foot 310.000 01 n Yes h Std 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill, Shore/Trench Box Modified o 4601-0453 Linear Foot 310.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box Modified 0601-5431 Cubic Yard 6.500 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 6,577.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7515 Linear Foot 50.000 01 n Yes h Std 21" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-0561 Linear Foot 50.000 01 n Yes h Std 21" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life Modified 4601-7706 Linear Foot 45.000 01 n Yes h Std 15" Reinforced Concrete Pipe, Type b, 15` - 2` Fill, Shore/Trench Box Modified 4601-7708 Linear Foot 197.000 01** n Yes h Std 18" Reinforced Concrete Pipe, Type b, 7`- 3` Fill, Shore/Trench Box Modified 4601-7716 Linear Foot 36.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box Modified 4601-7727 Linear Foot 48.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box Modified e 4604-7708 Linear Foot 27.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, (Open Joint), 7` - 3` Fill, Shore/Trench Box Modified o 4604-0500 Linear Foot 27.000 01 n Yes h Std 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Modified e 4604-7716 Linear Foot 98.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, (Open Joint), 7` - 3` Fill, Shore/Trench Box Modified o 4604-0502 Linear Foot 98.000 01 n Yes h Std 24" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Modified 0605-1300 Each 52.000 01 n c1, h1 Cleaning Drainage Structures 0605-2600 Each 3.000 01 n k Type d Endwall 0605-2620 Each 3.000 01 n k Type d-w Endwall 0605-2701 Each 19.000 01 n k Bicycle Safe Inlet Grate 0605-2711 Set 2.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2721 Set 8.000 01 n k Type c Alternate Concrete Top Unit, Type c Frame, And Bicycle Safe Grate 0605-2730 Set 6.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 6.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 19.000 01** n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2750 Set 2.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2771 Set 6.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2780 Set 6.000 01 n k Type m Frame And Grate 0605-2781 Set 12.000 01** n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 16.000 01** n k Standard Inlet Box, Height < /= 10` 4605-2854 Each 1.000 01 n Yes k Proj Type 4 Inlet Box, Height < /= 10` Modified 0605-2882 Each 2.000 01 n k Type d-h Inlet Box, Height < /= 10` 0606-0050 Set 6.000 01 n c1, k Grade Adjustment Of Existing Inlets 4607-0001 Each 1.000 01 n Yes k Std Rebuilt Inlet Box With Manhole Top Custom Modified 0607-0007 Vertical Foot 11.000 01 n k Rebuilt Type h Inlet 0607-0013 Vertical Foot 58.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 4608-0011 Dollar 5,000.000 $1.00 $5,000.00 01 y Req x Std Pennsylvania Turnpike Insurance 0609-0002 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-0002 Linear Foot 3,180.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 1,696.000 04 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 40.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1201 Each 1.000 01 n h Concrete End Sections For 15" Pipe 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0616-1204 Each 3.000 01 n h Concrete End Sections For 24" Pipe 0616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe 0619-0459 Each 26.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0740 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0012 Each 2.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0015 Each 3.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 4620-0015 Each 1.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition Modified 0620-0400 Each 20.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 21,587.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0575 Linear Foot 225.000 01 n j Guide Rail Element 0620-0872 Each 7.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 10.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 18,585.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 75.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 688.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 1,038.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1660 Each 4.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 16.000 01 n j Type 31-Strong Post In-Line Anchor 4623-0001 Linear Foot 40.000 01 n Yes j1 Proj Concrete Median Barrier Modified 4627-3019 Linear Foot 2,530.000 01 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` Modified 4628-3019 Linear Foot 151.000 01 n Yes j1 Std Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` Modified 0630-0010 Linear Foot 315.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4633-0200 Linear Foot 6,923.000 01 n Yes k Proj Plain Concrete Mountable Curb, Type a Modified 4633-0225 Linear Foot 462.000 01 n Yes k Proj Plain Concrete Mountable Curb, Type b Modified 4641-0005 Square Yard 671.000 01 n Yes k Proj Plain Cement Concrete Curb Gutter Modified 0651-0104 Square Yard 316.000 01 n e, f Paved Shoulders, Type 1- Sp 4656-0005 Square Yard 6,054.000 01** n Yes e, f Proj Paved Shoulders, Type 6- Sp Modified 0658-0003 Square Yard 142.000 01 n g Concrete Shoulders,Type 2 0660-0021 Linear Foot 31,000.000 01 n f3 Milled Centerline Rumble Strips Type 1 0660-0023 Linear Foot 25,000.000 01 n f3 Milled Shoulder Rumble Strips 0660-0024 Linear Foot 45,000.000 01 n f3 Milled Edgeline Rumble Strips 4676-0001 Square Yard 236.000 01 n Yes k Std Cement Concrete Sidewalk Modified 0677-0001 Cubic Yard 327.000 01 n c1, e Selected Material Surfacing 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0004 Square Foot 200.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 200.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 200.000 01 n k Detectable Warning Surface, Cast Iron 0696-0610 Each 15.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 1.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 4802-0001 Cubic Yard 452.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0001 Pound 159.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 419.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 200.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0103 Square Yard 1,500.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0855-0003 Each 7.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 18.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 23.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 5.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 5.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 1,990.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 4901-0203 Each 2.000 01 n Yes q Std Arrow Panel Pennsylvania Turnpike Right Of Way 0901-0231 Day 90.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 90.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 77,707.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0331 Linear Foot 84,999.000 01 n Yes o Std 6" Standard Pavement Markings, Paint & Beads, White Modified 4901-0334 Linear Foot 512.000 01 n Yes o Std 24" Standard Pavement Markings, Paint & Beads, White Modified 0901-0460 Each 3.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 4910-0154 Each 1.000 01 n Yes p8 Proj Pole Foundation, Type Fc Modified 0931-0003 Square Foot 903.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 99.000 01 n r Post Mounted Signs, Type c 0934-0002 Square Foot 89.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 246.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 64.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0076 Each 15.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0106 Each 275.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0200 Each 40.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/b) 0937-0211 Each 15.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 40.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0301 Each 75.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0330 Each 150.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 15.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0335 Each 15.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0937-0339 Each 110.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0951-0135 Each 1.000 01 n p Traffic Signal Support, 35` Mast Arm 4951-4020 Each 11.000 01 n Yes p Proj Pedestrian Stub Pole Modified 4952-1000 Each 6.000 01 n Yes p Proj Time Clock Modified 0952-1021 Each 2.000 01 n p Nema Ts-1 Controller Assembly, Type 2 Mounting 0954-0011 Linear Foot 105.000 01 n p8 1 Inch Conduit 0954-0012 Linear Foot 200.000 01 n p8 2 Inch Conduit 0954-0151 Linear Foot 215.000 01 n c1, p8 Trench And Backfill, Type i 4954-0154 Linear Foot 130.000 01 n Yes c1, p8 Proj Trench And Backfill, Type Iv Modified 0954-0201 Linear Foot 2,250.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 1,800.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 4955-3208 Each 33.000 01 n Yes p Proj Vehicular Signal Head, Three 12" Sections Modified 4955-3209 Each 4.000 01 n Yes p Proj Vehicular Signal Head, Four 12" Sections Modified 4955-3210 Each 1.000 01 n Yes p Proj Vehicular Signal Head, Five 12" Sections Modified 0955-3722 Each 4.000 01 n p Led Countdown Pedestrian Signal Head, Type a 4956-0500 Each 13.000 01 n Yes p Proj Pedestrian Push Button Modified 4956-0601 Each 36.000 01 n Yes p Std Radar Detector Modified 0956-0802 Each 6.000 01 n p Acoustic Preemption System 0960-0002 Linear Foot 64,000.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 71,000.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 3,290.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 500.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 24.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0140 Each 1.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0141 Each 1.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0143 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Slow", 8` - 0" 0960-0220 Each 27.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 7.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 37.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 11.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0960-0230 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Wrong Way Arrow", 23` - 0" 4960-0500 Each 4.000 01 n Yes o2 Proj White Hot Thermoplastic Legend "+" 12`-0" x 6`-0" 0963-0001 Square Foot 11,838.000 01 n o2, o3 Pavement Marking Removal 0964-0002 Linear Foot 500.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 500.000 01 n o 6" White Epoxy Pavement Markings 0964-0101 Each 1.000 01 n o3 White Epoxy Legend, "Only", 8` - 0" 0966-0014 Each 15.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 30.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 250.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 4971-0001 Each 1.000 01 n Yes r Std Remove Post Mounted Signs, Type b Modified 1001-0010 Cubic Yard 15.000 11 n s2 Class a Cement Concrete 1001-0730 Cubic Yard 50.000 11 n c1, s4 Selected Borrow Excavation, Structure Backfill 1002-0053 Pound 433.000 11 n s7 Reinforcement Bars, Epoxy Coated 1003-0005 Each 54.000 11 n s2 Dowel Holes, 12" Depth 5018-0050 Lump Sum 1.000 11 n Req t1 Proj Removal Of Portion Of Existing Bridge 1040-0002 Square Foot 10.000 12 n s9 Concrete Bridge Deck Repair, Type 2 1999-9999 Hour 1,000.000 97 n z Std Trainees 8911-0001 Lump Sum 1.000 01 n x Std Utility Relocation Information For Design/Build Projects 9000-0002 Dollar 20,000.000 $1.00 $20,000.00 01 y p Proj Miscelleneous Signal Equipment 9000-0004 Linear Foot 25.000 01 n j Proj Thrie-Beam Guide Rail 9000-0005 Each 1.000 01 n j Proj Thrie-Beam Terminal Section 9000-0006 Each 1.000 01 n k Proj Pipe Connection To Inlet Box 9000-0008 Cubic Yard 32.000 01** n h Std Concrete Pipe Collar 9000-0011 Each 7.000 01 n k Proj Type h Inlet Grate 9000-0012 Linear Foot 3,472.000 01** n g1, g4 Std Sawcut Of Existing Pavement 9000-0013 Linear Foot 45,000.000 01 n c1 Proj Shoulder Backup Grading 9000-0026 Square Yard 2,152.000 01 n f, f1 Std Bituminous Driveway Adjustment 9000-0027 Square Yard 805.000 01 n e, f Std Bituminous Driveway Reconstruction 9000-0028 Square Yard 129.000 01 n g Std Concrete Driveway Reconstruction 9000-0061 Each 2.000 01 n r1 Proj Seal Conduit Holes 9000-0062 Square Yard 364.000 11** n k1, s9 Proj Hmwm Sealing Of Cracks In Bridge Decks And Approach Slabs 9000-0063 Cubic Foot 1,938.000 11** n k Proj Intrusion Grout Bags 9000-0064 Linear Foot 102.000 12 n t5 Proj Neoprene Compression Seal Replacement 9000-0065 Each 2.000 11 n s2 Proj Installation Of Maintainable Weepholes 9000-0066 Each 5.000 11 n c5, s5 Proj Permanent Wall Anchors 9000-0067 Linear Foot 20.000 12 n k1 Proj Barrier Joint Seal 9000-0068 Lump Sum 1.000 11 n c1, m2 Proj Stream Control, s-38799 9000-0069 Lump Sum 1.000 12 n c1, m2 Proj Stream Control, s-38800 9000-0250 Dollar 5,000.000 $1.00 $5,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-0411 Square Yard 45,965.000 01 n f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 9000-0500 Linear Foot 1,130.000 01 n c1, m2 Proj Temporary Cofferdam 9000-0501 Square Yard 55.000 01 n g Proj Accelerated Plain Cement Concrete Pavement, 10" Depth 9000-0502 Each 2.000 01 n c1, m2 Proj Stream Diversion 9000-0503 Each 5.000 01 n m2 Proj Dewatering Pump 9000-0504 Linear Foot 24.000 01 n f1 Proj Pavement Relief Joint Repair 9000-0623 Linear Foot 108.000 01 n j1 Proj Reset Single Face Concrete Barrier 9000-0633 Each 2.000 01 n k Proj Plain Concrete Mountable Curb Transition At Impact Attenuating Device 9000-1001 Set 1.000 01 n x Std Safety Harnesses, Double Lanyards & Self Retracting Lifelines, Fall Protection 9000-1002 Each 1.000 01 n c1, p8 Proj Relocate Junction Box 9000-2001 Each 1.000 01 n p8 Proj Remove Existing Detection 9000-2002 Each 6.000 01 n p Proj Controller Modification 9000-2003 Lump Sum 1.000 01 n p Proj Rewire Intersection 9000-2081 Cubic Yard 875.000 01 n c1 Std As Directed Subgrade Undercut 9000-5001 Each 20.000 02 n x Std Design Of Concrete Curb Ramps 9000-5121 Linear Foot 7,500.000 01 n g1, g4 Std Joint Cleaning And Sealing Of Mountable Curb 9000-6050 Each 4.000 01 n k Proj Concrete Wing Wall 9000-6056 Each 12.000 01 n k Std Core Hole In Inlet Box 9000-6061 Each 5.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Valve Boxes, Adjustment Only 9000-6062 Set 5.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Valve Boxes, Material Only 9000-6063 Each 8.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Manholes, Adjustment Only 9000-6064 Set 8.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Manholes, Material Only 9000-6174 Dollar 70,981.000 $1.00 $70,981.00 01 y x Std Superpave Pwt Incentive 9000-8017 Each 1.000 01 n p8 Proj Remove And Relocate Light Pole 9000-9001 Cubic Foot 267.000 11** n s2 Std Repair Deteriorated Concrete 9000-9011 Dollar 30,000.000 $1.00 $30,000.00 01 y x Std Off-Duty Uniformed Police Officer 9000-9012 Linear Foot 64,500.000 01 n o Std 4" Temporary Shadow Line Pavment Markings, Paint And Beads, Yellow 9000-9013 Linear Foot 71,500.000 01 n o Std 4" Temporary Shadow Line Pavement Markings, Paint And Beads, White 9000-9015 Dollar 5,000.000 $1.00 $5,000.00 01 y j3 Std Repair Temporary Impact Attenuating Device 9000-9601 Each 4.000 01 n o2 Proj White Hot Thermoplastic Legend, Side Road, 12`-0" x 4`-0" 9203-0101 Lump Sum 1.000 11 n c1, s5 Std Temporary Excavation Support And Protection System

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.