US 30 Upgrade

The description and location of the project is as follows: For the realignment, milling and resurfacing, concrete pavement rehabilitation, drainage, guide rail, landscaping, signing and pavement marking, and other miscellaneous construction, all within a length of 11,604.94 linear feet (2.198 miles) as indicated on the approved drawings included in the bid package for State Route 0030 Sections B07 and B21 (Lincoln Highway), in Beaver County, Greene Township, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 1,100 feet east of the West Virginia state line at Segment 0010 Offset 2117 (Station 21+17.76) to a point approximately 405 feet west of Frankfort Road at Segment 0040 Offset 2273 (Station 118+63). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing Modified 0203-0001 Cubic Yard 155,589.000 01** n c Class 1 Excavation 0203-0003 Cubic Yard 50.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 802.000 01** n c1 Class 1b Excavation 0204-0001 Cubic Yard 2,649.000 01** n c1, h Class 2 Excavation 0204-0010 Linear Foot 80.000 02 n c1, h Cleaning Existing Ditches Excavation 0205-0264 Cubic Yard 5,408.000 02 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0281 Cubic Yard 2,221.000 02 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001 Hour 26.000 01** n c Special Rolling 0212-0001 Linear Foot 10,604.000 01** n c3, h, m2 Geotextile, Class 1 0212-0008 Square Yard 10.000 01 n c3, h, m2 Geotextile, Class 3, Type b 0212-0014 Square Yard 40,190.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,272.000 02 n c3, h, m2 Geotextile, Class 4, Type c 0311-0424 Square Yard 23,553.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106 Square Yard 25,207.000 01** n c, e Subbase 6" Depth (No. 2a) 4350-0121 Ton 276.000 02 n Yes c, e Proj Subbase (No. 2a) Modified 0411-0472 Square Yard 487.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1" Depth, Srl-h 0411-0482 Square Yard 46,036.000 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-h 0411-0492 Ton 16.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-2492 Ton 646.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6450 Square Yard 22,036.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 89,995.000 01** n f4 Asphalt Tack Coat 0461-0001 Square Yard 10,505.000 01** n f4 Asphalt Prime Coat 0469-0022 Linear Foot 856.000 02 n f2 Asphalt Joint And Crack Sealing For Asphalt Surfaces 0491-0013 Square Yard 23,405.000 02 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0601-5430 Cubic Yard 1.000 02 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 1,026.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-6426 Linear Foot 58.000 01 n Yes h Std 43" x 68" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 7` - 3`, 100 Year Design Life Modified e 4601-7014 Linear Foot 264.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Modified a 0616-1202 Each 3.000 01 n h Concrete End Sections For 18" Pipe o 4601-0550 Linear Foot 300.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Modified a 0616-1252 Each 3.000 01 n h Thermoplastic End Section For 18" Pipe e 4601-7027 Linear Foot 47.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Modified o 4601-0551 Linear Foot 47.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Modified 4601-7079 Linear Foot 214.000 01 n Yes h Std 54" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Modified e 4601-7085 Linear Foot 78.000 01 n Yes h Std 60" Reinforced Concrete Pipe, Type a, 10` - 3` Fill, 100 Year Design Life Modified o 4601-0567 Linear Foot 78.000 01 n Yes h Std 60" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life Modified e 4601-7313 Linear Foot 197.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified a 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe o 4601-0353 Linear Foot 197.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Modified a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe e 4601-7313 Linear Foot 477.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified a 0616-1202 Each 10.000 01 n h Concrete End Sections For 18" Pipe o 4601-0353 Linear Foot 529.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Modified a 0616-1252 Each 10.000 01 n h Thermoplastic End Section For 18" Pipe o 4601-9003 Linear Foot 529.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Modified a 0616-0009 Each 10.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 4601-7326 Linear Foot 393.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill Modified a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe o 4601-0355 Linear Foot 393.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Modified a 0616-1254 Each 1.000 01 n h Thermoplastic End Section For 24" Pipe o 4601-1665 Linear Foot 393.000 01 n Yes h Std 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified a 0616-0011 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe 4601-7340 Linear Foot 13.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill Modified e 4601-7342 Linear Foot 128.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill Modified a 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe o 4601-1667 Linear Foot 128.000 01 n Yes h Std 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified a 0616-0013 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe e 4604-7313 Linear Foot 1,099.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill Modified o 4604-0353 Linear Foot 1,099.000 01 n Yes h Std 18" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill Modified o 4604-1463 Linear Foot 1,099.000 01 n Yes h Std 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified e 4604-7326 Linear Foot 878.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, (Open Joint), 10` - 2` Fill Modified o 4604-0355 Linear Foot 878.000 01 n Yes h Std 24" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill Modified o 4604-1465 Linear Foot 878.000 01 n Yes h Std 24" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified 0605-1300 Each 5.000 02 n c1, h1 Cleaning Drainage Structures 0605-2400 Each 1.000 01 n k Spring Box Type b 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2610 Each 1.000 01 n k Type d-e Endwall 0605-2620 Each 3.000 01 n k Type d-w Endwall 4605-2620 Each 2.000 01 n Yes k Proj Type d-w Endwall Modified 0605-2701 Each 4.000 01 n k Bicycle Safe Inlet Grate 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2741 Set 8.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2742 Set 17.000 01 n k Type s Concrete Top Unit And Vane Grate 0605-2850 Each 20.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 1.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-2854 Each 7.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0606-0050 Set 3.000 02 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 1.000 02 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 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 0610-7002 Linear Foot 8,696.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 244.000 01** n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 11.000 01 n h2 8" Subsurface Drain Outlets 0615-0050 Each 12.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 12.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe 0616-1211 Each 1.000 01 n h Concrete End Sections For 54" Pipe 0619-0470 Each 6.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0619-0480 Each 4.000 02 n j1, j3 Permanent Impact Attenuating Device, Type Iii, Test Level 3 (Non-Energy Absorbing Terminals) 0620-0400 Each 12.000 01** n j Terminal Section, Single 0620-0502 Linear Foot 3,876.000 02 n c1, j Remove Existing Guide Rail (Department Property) 0620-0503 Linear Foot 770.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0594 Linear Foot 50.000 02 n j Structure Mounted Guide Rail 0620-0872 Each 8.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0873 Each 2.000 02 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 5,515.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 88.000 02 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 50.000 02 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 25.000 02 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1638 Linear Foot 600.000 02 n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0620-1645 Linear Foot 225.000 01** n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 20.000 01** n j Type 31-Strong Post In-Line Anchor 4627-3020 Linear Foot 701.000 01 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` Modified 4628-3020 Linear Foot 753.000 01 n Yes j1 Std Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` Modified 0657-0001 Square Yard 6,115.000 02 n e, f Paved Shoulders, Type 7 4660-0022 Linear Foot 15,804.000 01** n Req f3 Std Milled Centerline Rumble Strips Type 2 0660-0023 Linear Foot 31,934.000 01** n f3 Milled Shoulder Rumble Strips 0677-0002 Ton 159.000 01** n c1, e Selected Material Surfacing 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0686-0040 Lump Sum 1.000 02 n x Construction Surveying, Type c 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 0696-0639 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0020 Cubic Yard 436.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 704.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 626.000 01** n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 1,436.000 01 n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 12.000 02 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 4804-0001 Pound 87.000 01 n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 2,878.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 62.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 1,549.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0805-0050 Square Yard 59,706.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 32,275.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0141 Square Yard 2,018.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5b 4808-0100 Each 20.000 01 n Yes m Proj Tree (Black Willow, 2-3` Ht. Container) 4808-0101 Each 13.000 01 n Yes m Proj Tree (Silver Maple, 2-3` Ht. Container) 4808-0102 Each 7.000 01 n Yes m Proj Tree (Red Maple, 2-3` Ht. Container) 4808-0103 Each 8.000 01 n Yes m Proj Tree (River Birch, 2-3` Ht. Container) 4808-0120 Each 305.000 01 n Yes m Proj Shrub (Live Stakes, Black Willow) 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0811-0003 Linear Foot 1,845.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 18.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 589.000 01** n c1 Rock, Class r-3 0851-0003 Square Yard 543.000 01 n c1 Rock Apron 0855-0003 Each 7.000 01 n m2 Pumped Water Filter Bag 4855-0003 Each 2.000 01 n Yes m2 Proj Pumped Water Filter Bag Including Replacement 0855-0004 Each 7.000 01 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 24.000 01 n Yes c1 Proj Removal Sediment And Rock Barrier Modified 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 26.000 01 n m2 Inlet Filter Bag For Type s Inlet 0861-0001 Cubic Yard 302.000 01 n c1 Cleaning Sedimentation Structures 0865-0001 Linear Foot 105.000 01 n m2 Silt Barrier Fence, 18" Height 0866-0005 Linear Foot 70.000 01 n m2 Heavy Duty Silt Barrier Fence 0867-0012 Linear Foot 4,066.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 7,639.000 01** n m2 Compost Filter Sock, 18" Diameter 0872-0001 Each 2.000 01 n c1, h Concrete Anti-Seep Collar 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 230.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 230.000 01** n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 28,168.000 02 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 4901-0320 Linear Foot 617.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 0901-0330 Linear Foot 28,168.000 02 n o 4" Standard Pavement Markings, Paint & Beads, White 4901-0331 Linear Foot 390.000 01 n Yes o Std 6" Standard Pavement Markings, Paint & Beads, White Modified 0901-0450 Each 5.000 01** n q 3-Line Changeable Message Sign With Telecommunications 0931-0003 Square Foot 161.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0934-0002 Square Foot 50.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 23.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0107 Each 56.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0323 Each 44.000 02 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0960-0021 Linear Foot 60.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 252.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0140 Each 3.000 02 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0141 Each 3.000 02 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0224 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0962-1001 Linear Foot 28,168.000 02 n o 6" White Waterborne Pavement Markings 4962-1001 Linear Foot 19,486.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 0962-1005 Linear Foot 28,168.000 02 n o 4" Yellow Waterborne Pavement Markings 4962-1005 Linear Foot 22,588.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 401.000 01 n o2, o3 Pavement Marking Removal 0966-0011 Each 66.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 72.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 9.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 4971-0001 Each 15.000 01 n Yes r Std Remove Post Mounted Signs, Type b Modified 4975-0001 Each 9.000 01 n Yes r Std Remove Post Mounted Signs, Type f Modified 1999-9999 Hour 2,000.000 97 n z Std Trainees 9000-0005 Cubic Yard 40,732.000 01 n c1 Proj Selected Borrow Excavation, Ptm 510 Rock 9000-0008 Each 1.000 01 n h Std Concrete Pipe Collar 9000-0012 Linear Foot 268.000 01 n g1, g4 Std Sawcut Existing Pavement 9000-0040 Linear Foot 120.000 01 n j Proj Livestock Fence 9000-0041 Linear Foot 658.000 01 n j Proj Reset Livestock Fence 9000-0042 Linear Foot 142.000 01 n j Proj Temporary Livestock Fence 9000-0043 Each 1.000 01 n h Proj Temporary Flexible Pipe Connector 9000-0044 Each 6.000 01 n c1, m2 Proj Temporary Water Diversion System 9000-0045 Linear Foot 419.000 01 n h Proj Temporary Culvert 9000-0046 Square Yard 2,621.000 01 n c1, m Proj Soil Amendment 9000-0047 Pound 15.000 01 n m3 Proj Seeding And Soil Supplements, Facw Meadow Mix, Including Mulch 9000-0048 Square Yard 3,960.000 01 n m2 Proj Wood Matting For Wetland Crossing 9000-0049 Cubic Yard 267.000 01 n c1, m Proj Constructed Soil Mix 9000-0050 Each 2.000 01 n j2 Proj Temporary Sediment Marker 9000-0051 Cubic Yard 19.000 01 n c1, m Proj Salvaged Native Streambed Material 9000-0052 Cubic Yard 7.000 01 n c1, m Proj Custom Streambed Material, Furnished And Placed 9000-0053 Square Yard 6,287.000 01 n m2 Proj Biodegradable Erosion Control Matting 9000-0054 Pound 26.000 01 n m3 Proj Seeding And Soil Supplements, Floodplain Mix, Including Mulch 9000-0055 Lump Sum 1.000 01 n m Proj Plant Establishment, Wetland Mitigation 9000-0056 Dollar 30,000.000 $1.00 $30,000.00 01 y f1 Proj Unforseen Roadway Repairs 9000-0060 Each 14.000 01 n x Proj Testing Of Private Water Supplies 9000-0100 Lump Sum 1.000 02 n x Proj Electronic Delivery Management System For Hma/Wma Material 9000-2081 Cubic Yard 1,328.000 01** n c1 Std Subgrade Undercut 9000-2082 Cubic Yard 1,050.000 02 n c1 Std Specified Subgrade Undercut 9000-6174 Dollar 33,900.000 $1.00 $33,900.00 01 y x Std Superpave Pwt Incentive 9000-9011 Dollar 24,000.000 $1.00 $24,000.00 01 y x Std Off-Duty Uniformed Police Officer 9000-9015 Dollar 7,000.000 $1.00 $7,000.00 01 y j3 Std Repair Temporary Impact Attenuating Device 9000-9016 Square Foot 938.000 01 n q, r Std Cloth Overlay Sign, Reflectorized 9000-9017 Each 1.000 01 n p2, q Proj Traffic Alert Radio 9000-9101 Each 10.000 01 n p Std Temporary Timing Modifications

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 -	Specialties, Signage.
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.
Division 34 -	Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.