I-79 Bridges Over North Boundary Road

For the replacement of the existing structures carrying I79 over T-311 North Boundary Road with dual two lane, single span Composite Steel Multi-beam bridges including a temporary bridge, approach work, drainage, guiderail, lighting, an ITS system and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 79, SECTION 260, in Butler COUNTY Cranberry TOWNSHIP (Northbound) from approximately 2.7 miles north of the I79/SR 228 interchange at segment 0800 offset 1965 to approximately 2.6 miles south of the I79/SR 528 interchange at segment 0810 offset 1144 and (Southbound) from approximately 2.7 miles north of the I79/SR 228 interchange at segment 0801 offset 2140 to approximately 2.6 miles south of the I79/SR 528 interchange at segment 0811 offset 1129. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 67,953.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 755.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 3,561.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1,550.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 7,306.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 30,892.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0281 Cubic Yard 13,594.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0381 Ton 448.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001 Hour 20.000 01 n c Special Rolling 0212-0001 Linear Foot 3,110.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 21,753.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 13,620.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0334 Square Yard 16,218.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 10 " Depth 0311-0530 Square Yard 5,814.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 8" Depth 0311-0624 Square Yard 3,635.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 5" Depth 0311-0637 Ton 1,377.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0104 Square Yard 4,181.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0108 Square Yard 21,491.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 2,114.000 01 n c, e Subbase (No. 2a) e 0360-0001 Square Yard 4,181.000 01 n e Asphalt Treated Permeable Base Course, 4" Depth o 0303-0001 Square Yard 4,181.000 n e Cement Treated Permeable Base Course, 4" Depth 0404-0010 Dollar 30,000.000 $1.0000 $30,000.00 01 y x Bituminous Pavement Ride Quality Incentive, Schedule a 0405-0001 Dollar 13,500.000 $1.0000 $13,500.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0451 Square Yard 463.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-e 0411-0482 Square Yard 16,218.000 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 0411-0682 Square Yard 7,351.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-1865 Ton 635.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, >/= 30 Million Esals, 12.5 Mm Mix, Srl-l 0411-4881 Square Yard 19,580.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, >/= 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-6450 Square Yard 16,218.000 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 0411-6650 Square Yard 7,351.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-8850 Square Yard 7,782.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 76-22, >/= 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0004 Gallon 7,649.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 4461-0001 Square Yard 2,631.000 01 n Yes f4 Proj Bituminous Prime Coat Crs-2pm Oil 0491-0032 Square Yard 798.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0034 Square Yard 11,000.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0501-0032 Square Yard 4,181.000 01 n g Plain Cement Concrete Pavement, 10" Depth 0501-0812 Each 4.000 01 n g, g1 Concrete Pavement Cores, 10" Depth 0527-0001 Each 14.000 01 n g4 Dowel Retrofit e 0601-0353 Linear Foot 82.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 82.000 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill a 0616-1202 Each 2.000 n h Concrete End Sections For 18" Pipe o 0601-1683 Linear Foot 82.000 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage a 0616-0018 Each 2.000 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe e 0601-0353 Linear Foot 221.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-7313 Linear Foot 221.000 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-1683 Linear Foot 221.000 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage 0601-5431 Cubic Yard 2.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 860.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7014 Linear Foot 652.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life o 0601-9444 Linear Foot 652.000 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life e 0601-7014 Linear Foot 235.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life a 0616-1202 Each 3.000 01 n h Concrete End Sections For 18" Pipe o 0601-9444 Linear Foot 235.000 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life a 0616-0034 Each 3.000 n h Steel End Section, Metallic Coated, 12 Gage For 21" Pipe 0601-7028 Linear Foot 43.000 01 n h 24" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life 0601-7043 Linear Foot 16.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life 0601-7058 Linear Foot 4.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, 100 Year Design Life e 0601-7511 Linear Foot 100.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe o 0601-4434 Linear Foot 100.000 n h 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life a 0616-0034 Each 1.000 n h Steel End Section, Metallic Coated, 12 Gage For 21" Pipe e 0601-7538 Linear Foot 121.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-4439 Linear Foot 121.000 n h 36" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life 0605-2620 Each 1.000 01 n k Type d-w Endwall 4605-2710 Set 5.000 01 n Yes k Proj Type c Concrete Top Unit And Grate Modified - 4" Curb Height 0605-2730 Set 22.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 25.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2851 Each 2.000 01 n k Standard Inlet Box, Height > 10' And < /= 20' 0605-3011 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 0606-0050 Set 3.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7002 Linear Foot 3,110.000 01 n h2 6" Pavement Base Drain 0612-0001 Linear Foot 288.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 316.000 01 n h2 6" Subsurface Drain Outlets 0615-0050 Each 15.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 15.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0022 Each 2.000 01 n h Concrete Collar For 18" Pipe Extension 0618-0024 Each 1.000 01 n h Concrete Collar For 24" Pipe Extension 0619-0460 Each 12.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals Flared) 0620-0010 Each 10.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 13.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 4,488.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 10,921.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1025 Linear Foot 900.000 01 n j Type 2-w Guide Rail 0620-1050 Linear Foot 50.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 100.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 7,550.000 01 n j Type 31-s Guide Rail 0620-1605 Linear Foot 1,475.000 01 n j Type 31-s Guide Rail With Extra Length Posts 0620-1625 Linear Foot 88.000 01 n j Type 31-Sc Guide Rail 0620-1650 Each 1.000 01 n j Type 31-Strong Post End Treatment 0620-1660 Each 13.000 01 n j Type 31-Strong Post Anchor Terminal 0624-0100 Linear Foot 336.000 01 n j2 Right-Of-Way Fence, Type 2 0624-0301 Each 8.000 01 n j2 End Posts For Type 2 Right-Of-Way Fence 0624-0401 Each 4.000 01 n j2 Corner Posts For Type 2 Right-Of-Way Fence 0624-0501 Each 10.000 01 n j2 Pull Posts For Type 2 Right-Of-Way Fence 4627-3020 Linear Foot 6,004.000 01 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' Modified 4628-3020 Linear Foot 4,790.000 01 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' Modified 0630-0001 Linear Foot 308.000 01 n k Plain Cement Concrete Curb 0676-0001 Square Yard 132.000 01 n k Cement Concrete Sidewalk 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0696-0610 Each 9.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 8.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 1.000 01 n c1, h No. 57 Coarse Aggregate 0803-0001 Cubic Yard 4,656.000 01 n c1, m Placing Stockpiled Topsoil 0804-0003 Pound 317.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 441.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 2,010.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0112 Square Yard 5,696.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0121 Square Yard 42,316.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 174.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0811-0003 Linear Foot 736.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 10.000 01 n c1 Rock Construction Entrance 0850-0022 Square Yard 2.000 01 n c1 Rock, Class r-4 0850-0034 Cubic Yard 6.000 01 n c1 Rock, Class r-6 0850-0035 Cubic Yard 35.000 01 n c1 Rock, Class r-7 0860-0000 Each 29.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 228.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 2,414.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0231 Day 160.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 160.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 4901-0255 Lump Sum 1.000 01 n Yes p8 Proj Temporary Highway Lighting Modified 0901-0320 Linear Foot 7,050.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 7,050.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 6,000.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 4.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0931-0001 Square Foot 50.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 8.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 88.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 68.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 88.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 68.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0202 Each 3.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (y/b) 0937-0203 Each 3.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0210 Each 3.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/b) 0937-0211 Each 3.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0323 Each 9.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0324 Each 15.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Yellow Sheeting 0937-0330 Each 3.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 21.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0940-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type a 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 600.000 01 n o 4" White Waterborne Pavement Markings 4962-1000 Linear Foot 7,290.000 01 n Yes o Proj 4" White Waterborne Pavement Markings Modified 4962-1001 Linear Foot 1,823.000 01 n Yes o Proj 6" White Waterborne Pavement Markings Modified 4962-1002 Linear Foot 725.000 01 n Yes o Proj 8" White Waterborne Pavement Markings Modified 0962-1005 Linear Foot 600.000 01 n o 4" Yellow Waterborne Pavement Markings 4962-1005 Linear Foot 7,290.000 01 n Yes o Proj 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 5,188.000 01 n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 7,290.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 7,290.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 725.000 01 n o 8" White Epoxy Pavement Markings 0975-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type f 5018-0050 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Portion Of Existing Bridge Modified 5018-0051 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Portion Of Existing Bridge Modified 1999-9999 Hour 2,000.000 05 n z Std Trainees e 8110-0001 Lump Sum 1.000 03 n Yes s1 Std Bridge Structure, As Designed, s-38220 a 1002-0053 Pound 171,410.000 03 n s7 Reinforcement Bars, Epoxy Coated a 5005-1200 Linear Foot 1,550.000 03 n Yes u Proj Steel Beam Bearing Piles, Hp 12x84 Modified a 5005-1212 Each 90.000 03 n Yes u Proj Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x84 Modified o 8000-0001 Lump Sum 1.000 03 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 03 n s1 Std Steel Bridge Structure e 8110-0002 Lump Sum 1.000 04 n Yes s1 Std Bridge Structure, As Designed, s-38221 a 1002-0053 Pound 182,430.000 04 n s7 Reinforcement Bars, Epoxy Coated a 5005-1200 Linear Foot 1,749.000 04 n Yes u Proj Steel Beam Bearing Piles, Hp 12x84 Modified a 5005-1212 Each 100.000 04 n Yes u Proj Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x84 Modified o 8000-0002 Lump Sum 1.000 04 n s1 Std Prestressed Concrete Bridge Structure o 8100-0002 Lump Sum 1.000 04 n s1 Std Steel Bridge Structure 9000-0001 Dollar 130,000.000 $1.0000 $130,000.00 01 y u Proj Existing Pile Extraction 9000-0002 Lump Sum 1.000 01 n p8 Proj Penn Power Services 9000-0003 Dollar 15,000.000 $1.0000 $15,000.00 01 y Zz Proj Off Duty Uniformed Police Officer 9000-0004 Dollar 5,000.000 $1.0000 $5,000.00 01 y j3 Proj Repair Temporary Impact Attenuating Device 9000-0005 Lump Sum 1.000 01 n s4 Proj Temporary Bridge 9000-0006 Each 1.000 01 n r Proj Cover Existing Sign 9000-0009 Ton 1,423.000 01 n f Proj Bituminous Build-Up (Wma) 9000-0010 Linear Foot 613.000 01 n c1 Proj Sawcut Existing Pavement 9000-0012 Linear Foot 1,823.000 01 n o, o2 Proj 6" Recessed White Reflective Pavement Marking Tape 9000-0050 Linear Foot 377.000 01 n m2 Proj Weighted Sediment Filter Tube 9000-0051 Each 7.000 01 n k Proj Temporary Inlet Cap 9000-0052 Square Yard 10,613.000 01 n m, m3 Proj Soil Amendment 9000-0054 Cubic Yard 1,180.000 01 n m, m3 Proj Constructed Soil Mix 9000-0055 Each 6.000 01 n k Proj Permanent Inlet Cap 9000-0911 Dollar 40,000.000 $1.0000 $40,000.00 01 y x Proj Incident Management Plan Implementation 9000-4008 Each 115.000 01 n g, g1 Proj Deformed Tie Bar 9000-5000 Each 4.000 01 n m2 Proj Concrete Washout 9000-6174 Dollar 50,000.000 $1.0000 $50,000.00 01 y f Proj Superpave Pwt Incentive 9005-0050 Linear Foot 2,817.000 01 n u Proj Mandatory Pre-Drilling For Driven Piles 9203-0101 Lump Sum 1.000 03 n s5 Std Temporary Excavation Support And Protection System At Abutment 1, s-38220 9203-0102 Lump Sum 1.000 03 n s5 Std Temporary Excavation Support And Protection System At Abutment 2, s-38220 9203-0103 Lump Sum 1.000 04 n s5 Std Temporary Excavation Support And Protection System At Abutment 1, s-38221 9203-0104 Lump Sum 1.000 04 n s5 Std Temporary Excavation Support And Protection System At Abutment 2, s-38221 9220-0001 Lump Sum 1.000 01 n Zz Proj Design Its System 9237-0001 Lump Sum 1.000 01 n p5 Proj Construct Its System 9901-1050 Dollar 25,000.000 $1.0000 $25,000.00 01 y f1 Proj Pavement Patching

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.