222, Shantz and 863 Improvement

This project is the construction of additional travel lanes, structure replacement, conversion of the existing intersection into a roundabout, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 222, Section 01s, In Lehigh County, Upper Macungie Township And Berks County, Maxatawny Township from approximately 1500 feet west of the Berks County line at segment 0680 offset 2160 to approximately just west of the Tek Park Drive intersection at segment 0030 offset 0305. 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing With Tree Avoidance 0203-0001 Cubic Yard 44,463.000 01** n c Class 1 Excavation 0203-0006 Linear Foot 8,963.000 01** n g4 Saw Cutting 0204-0001 Cubic Yard 14,148.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 46.000 01** n c1, h, s Class 4 Excavation 4205-0267 Cubic Yard 804.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 , Choked With Streambed Material 0212-0001 Linear Foot 26,885.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 67,110.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 12,000.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0522 Square Yard 7,914.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0537 Ton 164.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0313-0628 Square Yard 1,124.000 07 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 7" Depth 0313-0632 Square Yard 48,570.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 9" Depth 0313-0637 Ton 306.000 07 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 8,907.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 56,738.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 1,518.000 01** n c, e Subbase (No. 2a) 0413-0298 Square Yard 8,594.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0347 Square Yard 6,189.000 07 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-0427 Square Yard 46,847.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-6055 Square Yard 8,467.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6057 Ton 75.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0413-6065 Square Yard 181.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6066 Square Yard 48,648.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 3" Depth 0413-6067 Ton 243.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 186,314.000 01** n f4 Bituminous Tack Coat 0491-0014 Square Yard 78.000 07 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 246.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 2,426.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0028 Square Yard 479.000 01 n g Plain Cement Concrete Pavement, 8" Depth 0505-0001 Square Yard 420.000 01 n g, g1 Bridge Approach Slab 0601-5901 Linear Foot 385.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-6137 Linear Foot 54.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill 0601-6138 Linear Foot 26.000 01 n h 24" x 38" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill 0601-6418 Linear Foot 250.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 7` - 3`, 100 Year Design Life 0601-6420 Linear Foot 158.000 01 n h 22" x 34" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 7` - 3`, 100 Year Design Life 0601-7008 Linear Foot 28.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill e 0601-7014 Linear Foot 1,070.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0550 Linear Foot 1,070.000 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7014 Linear Foot 102.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe o 0601-0550 Linear Foot 102.000 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life a 0616-1252 Each 1.000 n h Thermoplastic End Section For 18" Pipe e 0601-7020 Linear Foot 130.000 01 n h 21" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life o 0601-0549 Linear Foot 130.000 n h 21" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7028 Linear Foot 139.000 01 n h 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0551 Linear Foot 139.000 n h 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7036 Linear Foot 168.000 01 n h 27" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 4601-9426 Linear Foot 168.000 n Yes h Proj 27" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage , 100 Year Design Life e 0601-7036 Linear Foot 93.000 01 n h 27" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life a 0616-1205 Each 1.000 01 n h Concrete End Sections For 27" Pipe o 4601-9426 Linear Foot 93.000 n Yes h Proj 27" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage , 100 Year Design Life a 0616-0036 Each 1.000 n h Steel End Section, Metallic Coated, 12 Gage For 27" Pipe e 0601-7043 Linear Foot 288.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0552 Linear Foot 288.000 n h 30" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7313 Linear Foot 359.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0400 Linear Foot 359.000 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill o 0601-9393 Linear Foot 359.000 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage e 0601-7313 Linear Foot 193.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 4.000 01 n h Concrete End Sections For 18" Pipe o 0601-0400 Linear Foot 193.000 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1252 Each 4.000 n h Thermoplastic End Section For 18" Pipe o 0601-9393 Linear Foot 193.000 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage a 0616-0018 Each 4.000 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe e 0601-7341 Linear Foot 20.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill a 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe o 0601-0404 Linear Foot 20.000 n h 30" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1256 Each 1.000 n h Thermoplastic End Section For 30" Pipe o 0601-9397 Linear Foot 20.000 n h 30" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage a 0616-0022 Each 1.000 n h Steel End Section, Metallic Coated, 14 Gage For 30" Pipe 4601-9003 Linear Foot 7.000 07 n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Including Removal e 0604-7014 Linear Foot 758.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 4604-9393 Linear Foot 758.000 n Yes h Proj 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage , 100 Year Design Life 0605-2401 Set 2.000 01 n k Manhole Frame And Cover 0605-2600 Each 16.000 01 n k Type d Endwall 4605-2600 Each 1.000 07 n Yes k Proj Type d Endwall , Including Reset 0605-2610 Each 4.000 01 n k Type d-e Endwall 0605-2620 Each 6.000 01 n k Type d-w Endwall 0605-2710 Set 23.000 01 n k Type c Concrete Top Unit And Grate 0605-2730 Set 18.000 01 n k Type m Concrete Top Unit And Grate 4605-2730 Set 3.000 01 n Yes k Proj Type m Concrete Top Unit And Grate , Temporary, Including Removal 0605-2850 Each 19.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 17.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-3010 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0605-3022 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height >10` And < /= 20` 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0002 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 4610-1000 Linear Foot 72.000 01 n Yes h2 Proj 4" Pipe Underdrain, Type Ii Backfill , Reduced Depth 0610-7002 Linear Foot 12,796.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 23.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0612-0001 Linear Foot 188.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 988.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 31.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 31.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 9.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0503 Linear Foot 1,461.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 625.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0627-3020 Linear Foot 4,560.000 07 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 1,740.000 07 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 2,685.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 317.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0633-0230 Linear Foot 379.000 01 n k Plain Concrete Mountable Curb, Roundabout Truck Apron Curb 0641-0005 Square Yard 206.000 01 n k Plain Cement Concrete Curb Gutter 0643-0001 Linear Foot 120.000 07 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 60.000 07 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0676-0001 Square Yard 1.000 01 n k Cement Concrete Sidewalk 0677-0001 Cubic Yard 497.000 01** n c1, e Selected Material Surfacing 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 0689-0005 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 0696-0610 Each 9.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 8.000 07 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 3,512.000 01 n c1, h No. 1 Coarse Aggregate 0703-0024 Cubic Yard 783.000 01 n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 35.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 1,167.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 328.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 267.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 500.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 307.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0121 Square Yard 24,392.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0141 Square Yard 1,302.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5b 4808-0130 Each 500.000 01 n Yes m Proj Plantings , Vinca Minor (Periwinkle), 6" Depth 0811-0003 Linear Foot 2,050.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 4849-0010 Each 9.000 01 n Yes c1 Proj Rock Construction Entrance , 100 Ft In Length 0850-0031 Cubic Yard 223.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 60.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 35.000 01 n c1 Rock, Class r-5 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 0857-0001 Square Yard 146.000 01 n k1, s5 Concrete Block Revetment Systems 0860-0000 Each 15.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 19.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0020 Each 3.000 01 n m2 Pipe/Gravel Inlet Protection For Type m Inlet 0861-0001 Cubic Yard 194.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 10,830.000 01 n m2 Compost Filter Sock, 12" Diameter 0871-0001 Each 1.000 01 n c1, h Concrete Anti-Seep Collar 0875-0001 Each 1.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 07 n q Additional Warning Lights, Type b 0901-0240 Square Foot 50.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 79,873.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0324 Linear Foot 280.000 07 n o 24" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 65,563.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 6,628.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 224.000 07 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0333 Linear Foot 174.000 07 n o 12" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 888.000 07 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 2.000 07 n q Full-Matrix Changeable Message Sign With Telecommunications 0901-0725 Each 1.000 07 n p Temporary Traffic Signals (Permanent Only) 0901-0726 Each 1.000 07 n p Temporary Traffic Signals (Permanent Only) 0901-0727 Each 1.000 07 n p Temporary Traffic Signals (Permanent Only) 0901-0750 Each 1.000 07 n p Temporary Traffic Control Signal Reset (Permanent Only) 0901-0751 Each 1.000 07 n p Temporary Traffic Control Signal Reset (Permanent Only) 0910-0002 Each 1.000 01 n c1, p8 Junction Boxes j.b.-2 0910-0154 Each 13.000 01 n p8 Pole Foundation, Type Fc 0910-0156 Each 5.000 01 n p8 Pole Foundation, Type Fc Modified e 0910-0248 Each 2.000 01 n p8 Steel Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type a o 0910-1048 Each 2.000 n p8 Aluminum Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type a e 0910-0262 Each 3.000 01 n p8 Steel Lighting Pole With 6-Foot Bracket Arm (30-Foot Mounting Height) Type s o 0910-1062 Each 3.000 n p8 Aluminum Lighting Pole With 6-Foot Bracket Arm (30-Foot Mounting Height) Type s e 0910-0264 Each 2.000 01 n p8 Steel Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type s o 0910-1064 Each 2.000 n p8 Aluminum Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type s e 0910-0266 Each 2.000 01 n p8 Steel Lighting Pole With 10-Foot Bracket Arm (30-Foot Mounting Height) Type s o 0910-1066 Each 2.000 n p8 Aluminum Lighting Pole With 10-Foot Bracket Arm (30-Foot Mounting Height) Type s e 0910-0268 Each 7.000 01 n p8 Steel Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type s o 0910-1068 Each 7.000 n p8 Aluminum Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type s e 0910-0270 Each 2.000 01 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type s o 0910-1070 Each 2.000 n p8 Aluminum Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-4065 Linear Foot 252.000 01 n p8 Awg 6 Above Ground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 11,213.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 2,565.000 01 n c1, p8 2" Direct Burial Conduit 0910-5175 Linear Foot 20.000 01 n c1, p8 2" Exposed Conduit 0910-5500 Each 4.000 01 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 2,530.000 01 n c1, p8 Trench 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 0930-0004 Square Foot 310.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 1,967.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 8.000 01 n r Breakaway System 0931-0001 Square Foot 692.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 32.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 158.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 18.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0211 Each 4.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0317 Each 5.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Red Post With Red/White Sheeting 0937-0322 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Red Sheeting 0937-0337 Each 45.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0941-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0960-0011 Linear Foot 88.000 01 n o2 12" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 326.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 280.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0153 Each 3.000 01 n o2 White Hot Thermoplastic Roundabout Left-Right-Straight Arrow 0960-0154 Each 4.000 01 n o2 White Hot Thermoplastic Roundabout Left-Straight Arrow 0960-0155 Each 4.000 01 n o2 White Hot Thermoplastic Roundabout Right-Straight Arrow 0960-0220 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 26.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0960-0228 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20` - 0" x 3` - 7" 0960-0232 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" 0960-0257 Linear Foot 60.000 01 n o2 White Hot Thermoplastic Legend, "Yield Line", 24" x 36" Triangle, (Min 4 Triangles Per Line) 0962-1000 Linear Foot 34,107.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 8,790.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 488.000 01 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 49,477.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1025 Each 22.000 07 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1060 Each 2.000 07 n o3 White Waterborne Pavement Legend, "Straight Arrow", 12`-0" x 1`-8" 0962-1061 Each 2.000 07 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 26.000 07 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0962-1064 Each 12.000 07 n o3 White Waterborne Pavement Legend, "Thru And Left Arrow", 20`-0" x 3`-7" 0962-1140 Each 3.000 07 n o3 White Waterborne Pavement Legend Roundabout Left-Right-Straight Arrow 0962-1141 Each 4.000 07 n o3 White Waterborne Pavement Legend Roundabout Left-Straight Arrow 0962-1142 Each 4.000 07 n o3 White Waterborne Pavement Legend Roundabout Right-Straight Arrow 0963-0001 Square Foot 41,827.000 07 n o2, o3 Pavement Marking Removal 0963-0010 Each 34.000 07 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0971-0001 Each 22.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 10.000 01 n r Remove Post Mounted Signs, Type f 1005-1420 Dollar 26,500.000 $1.00 $26,500.00 02 y c6 Predrilling For Unforeseen Obstructions, Earth Drilling 1005-1430 Dollar 14,000.000 $1.00 $14,000.00 02 y c6 Predrilling For Unforeseen Obstructions, Obstruction Drilling 1005-1440 Dollar 48,000.000 $1.00 $48,000.00 02 y u Pile Extraction And Redriving 1005-1450 Dollar 30,000.000 $1.00 $30,000.00 02 y x Mobilization For Predrilling Of Unforeseen Obstructions 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1999-9999 Hour 2,000.000 05 n z Std Trainees e 8030-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-36428 a 1002-0001 Pound 28,600.000 02 n s7 Reinforcement Bars a 1002-0052 Pound 47,100.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1005-1480 Each 8.000 02 n x Dynamic Pile Load Test a 1005-1810 Linear Foot 2,640.000 02 n u Steel Hp10x57 Production Pile a 1005-2010 Each 72.000 02 n u Steel Hp10x57 Pile Tip Reinforcement (Heavy Duty) a 1019-0050 Square Yard 635.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) a 9203-0101 Lump Sum 1.000 02 n c1 Std Temporary Excavation Support And Protection System o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure e 8510-0001 Lump Sum 1.000 03 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-36429 a 1002-0053 Pound 5,400.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1002-0112 Each 34.000 03 n s7 Mechanical Splice System For No. 5 Reinforcement Bars a 9000-0042 Cubic Yard 15.000 03 n c1 Proj Overexcavation And Backfilling Under Foundations a 9203-0102 Lump Sum 1.000 03 n c1 Std Temporary Excavation Support And Protection System o 8520-0001 Lump Sum 1.000 03 n s4 Std 20`-0" x 5`-0" Cast-In-Place Reinforced Concrete Box Culvert 9000-0002 Each 1.000 01 n k1 Proj Relocate Existing Stone Masonry Steps And Hand Rail 9000-0003 Linear Foot 733.000 01 n h Proj Rock Filter With Compost Sock 9000-0004 Linear Foot 6,184.000 07 n q Proj Lane Separator Curb 9000-0005 Linear Foot 5,680.000 07 n q Proj Reset Lane Separator Curb 9000-0006 Dollar 8,000.000 $1.00 $8,000.00 07 y j3 Proj Repair Temporary Impact Attenuating Device 9000-0007 Cubic Yard 2,058.000 01 n m3 Proj Bioretention Soil Mixture 9000-0008 Pound 26.000 01 n m3 Proj Seeding And Soil Supplements - Meadow Mix, Including Mulch 9000-0009 Pound 68.000 01 n m3 Proj Seeding And Soil Supplements - Vegetated Swale Mix, Including Mulch 9000-0010 Each 170.000 01 n m Proj Bioretention Planting 9000-0011 Each 1.000 01 n n Proj Inspection Of Parcel 5 Structures 9000-0012 Each 4.000 01 n j2 Proj Mailbox Relocation 9000-0013 Lump Sum 1.000 01 n p Proj Removal And Delivery Of Existing Traffic Signal Poles 9000-0016 Each 1.000 01 n h Proj Channel Diversion, s-36428 On Sr 0222 9000-0017 Each 1.000 01 n h Proj Skimmer, 4" Diameter Pipe 9000-0018 Square Yard 4,113.000 01 n m2 Proj Bioretention Mulch 9000-0019 Each 1.000 01 n k Proj Concrete Weir Wall, Cw-1 9000-0020 Each 1.000 01 n k Proj Concrete Weir Wall, Cw-2 9000-0021 Each 1.000 01 n k Proj Concrete Weir Wall, Cw-3 9000-0022 Each 1.000 01 n k Proj Concrete Weir Wall, Cw-4 9000-0023 Each 1.000 01 n k Proj Concrete Weir Wall, Cw-5 9000-0024 Dollar 1,000.000 $1.00 $1,000.00 01 y c1, c3, h Proj Remediation Of Sinkholes 9000-0030 Dollar 706,095.000 $1.00 $706,095.00 01 y m3 Proj Soil Management 9000-0031 Each 7.000 01 n k Proj Cap Inlet (Temporary) 9000-0032 Cubic Yard 1,645.000 01 n m3 Proj Soil Amendment 9000-0033 Each 2.000 01 n k Proj Type d Endwall, Dual Elliptical Pipes 9000-0034 Each 39.000 01 n r Proj Flexible Delineator Post, Ground-Mounted Type Gm-2, Red Post With White/White Sheeting - Stormwater Control Measures (Scm) 9000-0035 Linear Foot 12.000 01 n h Proj 4" Thermoplastic Pipe, Group i, 15`-1.5` Fill 9000-0036 Each 1.000 01 n n Proj Inspection Of Parcel 7 Structures 9000-0037 Each 1.000 01 n h Proj Channel Diversion, s-36429 On Sr 3012 9000-0043 Square Yard 421.000 01 n s3 Proj Polyester Polymer Concrete Overlay, 3/4" 9000-0044 Each 1.000 01 n h2 Proj Cleanout Inspection Port 9000-0301 Dollar 1,000.000 $1.00 $1,000.00 01 y p8 Proj Ppl Services, Street Lighting 9000-0302 Each 4.000 01 n p8 Proj Led Luminaire, Arm Mount, Type a 9000-0303 Each 7.000 01 n p8 Proj Led Luminaire, Arm Mount, Type b 9000-0304 Each 7.000 01 n p8 Proj Led Luminaire, Arm Mount, Type c

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.