Balls Bend Safety Improve

The description and location of the project is as follows: Major realignment project involving the addition of a travel lane in each direction and a center turn lane (5-lane typical section); also includes the construction of four new structures and realigned local road connections and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 228, Section 0, In Butler County Middlesex Township from approximately .8 miles east of SR 3007 at segment 0170 offset 1559 to approximately SR 8 at segment 0210 offset 1195. 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 07 n b Demolition 0202-0004 Lump Sum 1.000 07 n b Demolition 0202-0005 Lump Sum 1.000 07 n b Demolition 0202-0006 Lump Sum 1.000 07 n b Demolition 0202-0007 Lump Sum 1.000 07 n b Demolition 0202-0122 Dollar 8,500.000 $1.00 $8,500.00 01 y x Utility Disconnection/Reconnection 0203-0001 Cubic Yard 545,862.000 07 n c Class 1 Excavation 0204-0001 Cubic Yard 18,150.000 01 n c1, h Class 2 Excavation 4205-0200 Cubic Yard 56,134.000 01 n Yes c1 Proj Selected Borrow Excavation , 206 Rock 0205-0290 Cubic Yard 238.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0205-0363 Ton 1,372.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0366 Ton 183.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 4205-0366 Ton 278.000 07 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 , Choked With Streambed Material 0205-0368 Ton 3,242.000 01 n c1 Selected Borrow Excavation Rock, Class r-8 4205-0368 Ton 189.000 07 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-8 , Choked With Streambed Material 0212-0001 Linear Foot 20,501.000 07 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 13,191.000 07 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 10,663.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0323 Square Yard 2,398.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0337 Ton 272.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0313-0434 Square Yard 52,106.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 10 " Depth 0313-0506 Square Yard 8,200.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 37.5 Mm Mix, 7" Depth 0350-0106 Square Yard 22,789.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 52,301.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 1,103.000 01 n c, e Subbase (No. 2a) 4350-0121 Ton 364.000 01 n Yes c, e Proj Subbase (No. 2a) Limestone 0413-0192 Square Yard 2,398.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0199 Square Yard 10,663.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-m 0413-0298 Square Yard 8,200.000 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 0413-0398 Square Yard 52,117.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-6035 Square Yard 2,398.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6055 Square Yard 8,200.000 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 0413-6095 Square Yard 46,506.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7019 Ton 41.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64e-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 9,200.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 4,130.000 01 n f4 Asphalt Prime Coat 0491-0017 Square Yard 1,494.000 01 n f3 Milling Of Asphalt Pavement Surface, 4" Depth, Milled Material Retained By Contractor e 0601-0315 Linear Foot 77.000 01 n h 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill a 0616-1254 Each 1.000 01 n h Thermoplastic End Section For 24" Pipe o 0601-7326 Linear Foot 77.000 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1204 Each 1.000 n h Concrete End Sections For 24" Pipe o 0601-1745 Linear Foot 77.000 n h 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0604 Each 1.000 n h Aluminum Alloy End Sections, 16 Gage, For 24" Pipe e 0601-0357 Linear Foot 29.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-1256 Each 1.000 01 n h Thermoplastic End Section For 30" Pipe o 0601-7340 Linear Foot 29.000 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1206 Each 1.000 n h Concrete End Sections For 30" Pipe o 0601-1747 Linear Foot 29.000 n h 30" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0701 Each 1.000 n h Aluminum Alloy End Sections, 14 Gage, For 30" Pipe e 0601-0400 Linear Foot 697.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1252 Each 7.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 697.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 7.000 n h Concrete End Sections For 18" Pipe o 0601-1663 Linear Foot 697.000 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0602 Each 7.000 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe 4601-0406 Linear Foot 778.000 01 n Yes h Proj 36" Thermoplastic Pipe, Group Vi, 15`-2` Fill , Temporary Bypass Pipe, Includes Diversion e 0601-0406 Linear Foot 453.000 01 n h 36" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1258 Each 1.000 01 n h Thermoplastic End Section For 36" Pipe o 0601-7355 Linear Foot 453.000 n h 36" Reinforced Concrete Pipe, Type b, 15` - 2` Fill a 0616-1208 Each 1.000 n h Concrete End Sections For 36" Pipe o 0601-1669 Linear Foot 453.000 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0703 Each 1.000 n h Aluminum Alloy End Sections, 14 Gage, For 36" Pipe 4601-0408 Linear Foot 804.000 01 n Yes h Proj 48" Thermoplastic Pipe, Group Vi, 15`-2` Fill , Temporary Bypass Pipe, Includes Diversion e 0601-0550 Linear Foot 2,793.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life a 0616-1252 Each 6.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-7014 Linear Foot 2,793.000 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life a 0616-1202 Each 6.000 n h Concrete End Sections For 18" Pipe e 0601-0551 Linear Foot 698.000 01 n h 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life a 0616-1254 Each 1.000 01 n h Thermoplastic End Section For 24" Pipe o 0601-7028 Linear Foot 698.000 n h 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life a 0616-1204 Each 1.000 n h Concrete End Sections For 24" Pipe e 0601-0552 Linear Foot 76.000 01 n h 30" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o 0601-7043 Linear Foot 76.000 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-0553 Linear Foot 625.000 01 n h 36" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life a 0616-1258 Each 1.000 01 n h Thermoplastic End Section For 36" Pipe o 0601-7058 Linear Foot 625.000 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life a 0616-1208 Each 1.000 n h Concrete End Sections For 36" Pipe e 0601-0555 Linear Foot 234.000 01 n h 48" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life a 0616-1260 Each 1.000 01 n h Thermoplastic End Section For 48" Pipe o 0601-7074 Linear Foot 234.000 n h 48" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life a 0616-1210 Each 1.000 n h Concrete End Sections For 48" Pipe 0601-6118 Linear Foot 79.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type b Horizontal, < 1.5` Fill, 50 Year Design Life e 0601-7313 Linear Foot 1,055.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 5.000 01 n h Concrete End Sections For 18" Pipe o 0601-1743 Linear Foot 1,055.000 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0602 Each 5.000 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe o 0601-1663 Linear Foot 1,055.000 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0009 Each 5.000 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 0601-7326 Linear Foot 63.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill a 0616-1204 Each 2.000 01 n h Concrete End Sections For 24" Pipe o 0601-1745 Linear Foot 63.000 n h 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0604 Each 2.000 n h Aluminum Alloy End Sections, 16 Gage, For 24" Pipe o 0601-1665 Linear Foot 63.000 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage a 0616-0011 Each 2.000 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe e 0604-4014 Linear Foot 1,305.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0604-7014 Linear Foot 1,305.000 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life e 0604-7027 Linear Foot 203.000 01 n h 24" Reinforced Concrete Pipe, Type a, (Open Joint), 10` - 2` Fill, 100 Year Design Life o 0604-1515 Linear Foot 203.000 01 n h 24" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, 100 Year Design Life 0605-2642 Each 2.000 01 n k Type d Endwall For 24" Pipe 0605-2676 Each 2.000 01 n k Type d-w Endwall For 36" Pipe 0605-2730 Set 28.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 34.000 01 n k Type s Concrete Top Unit And Grate 0605-2750 Set 2.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2850 Each 52.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 2.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-2854 Each 8.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2882 Each 2.000 01 n k Type d-h Inlet Box, Height < /= 10` 0605-3010 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0605-3011 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10` And < /= 20` 0605-3021 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3022 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height >10` And < /= 20` 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 0609-0003 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 0609-0011 Lump Sum 1.000 02 n x Field Laboratory 0610-0002 Linear Foot 202.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 4,825.000 01 n h2 6" Pavement Base Drain 4610-7002 Linear Foot 250.000 01 n Yes h2 Proj 6" Pavement Base Drain , Blanket Drain 0610-7003 Linear Foot 11,499.000 01 n h2 8" Pavement Base Drain 0615-0022 Linear Foot 465.000 01 n h2 6" Subsurface Drain Outlets 0615-0023 Linear Foot 860.000 01 n h2 8" Subsurface Drain Outlets 0615-0040 Each 55.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 55.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1204 Each 3.000 01 n h Concrete End Sections For 24" Pipe 0619-0459 Each 3.000 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 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0567 Each 32.000 01 n j Breakaway Wood Post, 6` Length 0620-0873 Each 1.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-1600 Linear Foot 8,313.000 01 n j Type 31-s Guide Rail 4620-1600 Linear Foot 450.000 01 n Yes j Proj Type 31-s Guide Rail , Temporary 0620-1625 Linear Foot 75.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 238.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 6.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 13.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 3,825.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 11,375.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0633-0200 Linear Foot 4,620.000 01 n k Plain Concrete Mountable Curb, Type a 4633-0200 Linear Foot 5,708.000 01 n Yes k Proj Plain Concrete Mountable Curb, Type a , Monolithic Pour 0677-0002 Ton 662.000 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 5,000.000 $1.00 $5,000.00 01 y x Internal Facilitation 0696-0610 Each 8.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 36.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0022 Cubic Yard 275.000 01 n c1, h No. 8 Coarse Aggregate 0703-0025 Cubic Yard 634.000 01 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 2,656.000 01 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 16,703.000 01 n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 16,402.000 01 n c1, m Placing Stockpiled Topsoil 0804-0011 Pound 497.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 8,201.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 4,056.000 01 n m3 Seeding - Formula e 0804-0020 Pound 10,252.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 164.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 27.000 01 n m3 Mulching - Straw 0805-0030 Square Yard 12,052.000 01 n m3 Mulching - Bonded Fiber Matrix 0806-0121 Square Yard 81,062.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 4806-0121 Square Yard 38,001.000 01 n Yes m2 Proj Temporary Extended-Term, Rolled Erosion Control Product, Type 3b Organic Coir Matting 0806-0140 Square Yard 4,832.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 4808-0100 Each 10.000 01 n Yes m Proj Tree , Black Willow (3` Ht, #3 Cont.) 4808-0122 Each 40.000 01 n Yes m Proj Shrub , Nannyberry (3`Ht, #3 Cont.) 4808-0123 Each 129.000 01 n Yes m Proj Shrub , Spicebush (2` Ht, #3 Cont.) 4808-0124 Each 50.000 01 n Yes m Proj Shrub , Buttonbush (3`Ht, #3 Cont.) 4808-0125 Each 114.000 01 n Yes m Proj Shrub , American Witchhazel (2` Ht, #3 Cont.) 4808-0130 Each 250.000 01 n Yes m Proj Plantings , Pea Pot (Brookside Alder) 4808-0140 Each 560.000 01 n Yes m Proj Live Stakes (Pussy Willow) 4808-0141 Each 1,840.000 01 n Yes m Proj Live Stakes (Silky Dogwood) 4808-0142 Each 1,835.000 01 n Yes m Proj Live Stakes (Black Willow) 4808-0143 Each 1,815.000 01 n Yes m Proj Live Stakes (Red Osier Dogwood) 0808-3072 Each 39.000 01 n m Red Maple - (1 1/2" Cal. b&b) 0808-3272 Each 39.000 01 n m American Sycamore - (1 1/2" Cal. b&b) 0808-3321 Each 38.000 01 n m Swamp White Oak - (1 1/2" Cal. b&b) 0808-3331 Each 41.000 01 n m Pin Oak - (1 1/2" Cal. b&b) 4808-3730 Each 114.000 01 n Yes m Proj Arrowwood Viburnum - (2` Ht. b&b) , (#3 Cont.) 4808-3731 Each 40.000 01 n Yes m Proj Arrowwood Viburnum - (3` Ht. b&b) , (#3 Cont.) 4808-4102 Each 10.000 01 n Yes m Proj Red Osier Dogwood - (3` Ht. b.r.) , (#3 Cont.) 4808-4202 Each 114.000 01 n Yes m Proj Winterberry - (2` Ht. b&b) , (#3 Cont.) 4808-4203 Each 40.000 01 n Yes m Proj Winterberry - (3` Ht. b&b) , (#3 Cont.) 0811-0003 Linear Foot 2,668.000 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 0849-0010 Each 17.000 01 n c1 Rock Construction Entrance 4849-0010 Each 1.000 01 n Yes c1 Proj Rock Construction Entrance , 100` Length 0850-0031 Cubic Yard 486.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 1,255.000 01 n c1 Rock, Class r-4 0851-0003 Square Yard 494.000 01 n c1 Rock Apron 0851-0005 Each 6.000 01 n c1 Temporary Installations 0854-0002 Each 6.000 01 n h Temporary Slope Pipe 0855-0003 Each 15.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 28.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 10.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 5.000 01 n m2 Inlet Filter Bag For Type c Inlet 0861-0001 Cubic Yard 1,900.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 4,271.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 5,726.000 01 n m2 Compost Filter Sock, 18" Diameter 4867-0018 Linear Foot 7,990.000 01 n Yes m2 Proj Compost Filter Sock, 18" Diameter , Diversion Sock 0867-0022 Linear Foot 5,352.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 147.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0875-0001 Each 4.000 01 n c1, h Concrete Outlet Structure 4875-0001 Each 1.000 01 n Yes c1, h Proj Concrete Outlet Structure , Temporary 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0100 Day 6.000 01 n q Shadow Vehicle 0901-0231 Day 250.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0910-0002 Each 1.000 01 n c1, p8 Junction Boxes j.b.-2 0910-4116 Linear Foot 330.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0003 Square Foot 542.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0934-0002 Square Foot 98.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 292.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 114.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0106 Each 118.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0301 Each 325.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0323 Each 57.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0951-0125 Each 2.000 01 n p Traffic Signal Support, 25` Mast Arm 0951-0140 Each 2.000 01 n p Traffic Signal Support, 40` Mast Arm 0951-2145 Each 2.000 01 n p Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) 0954-0012 Linear Foot 219.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 101.000 01 n p8 3 Inch Conduit 0954-0151 Linear Foot 7,315.000 01 n c1, p8 Trench And Backfill, Type i 0954-0202 Linear Foot 720.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 360.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 4.000 01 n p8 Junction Box, Jb-27 0954-0403 Each 1.000 01 n p8 Electrical Service, Type c 0955-2082 Each 4.000 01 n p Vehicular Signal Head, One 8" Section 0955-3208 Each 8.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3209 Each 2.000 01 n p Vehicular Signal Head, Four 12" Sections 0962-1000 Linear Foot 35,720.000 01 n o 4" White Waterborne Pavement Markings 4962-1000 Linear Foot 20,774.000 01 n Yes o Proj 4" White Waterborne Pavement Markings Modified 0962-1001 Linear Foot 750.000 01 n o 6" White Waterborne Pavement Markings 4962-1001 Linear Foot 5,186.000 01 n Yes o Proj 6" White Waterborne Pavement Markings Modified 0962-1004 Linear Foot 345.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 35,820.000 01 n o 4" Yellow Waterborne Pavement Markings 4962-1005 Linear Foot 20,102.000 01 n Yes o Proj 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 12,609.000 01 n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 20,774.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 20,102.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 5,186.000 01 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 223.000 01 n o 24" White Epoxy Pavement Markings 0964-0222 Each 2.000 01 n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224 Each 14.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0964-0226 Each 2.000 01 n o3 White Epoxy Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0966-0015 Each 12.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 216.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 1018-0001 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge 1999-9999 Hour 5,000.000 08 n z Std Trainees e 8120-0001 Lump Sum 1.000 03 n Yes s1 Std Bridge Structure, As Designed, s-39298 a 1002-0138 Each 112.000 03 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 204.000 03 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0142 Each 248.000 03 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1002-0191 Pound 237,402.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1005-1410 Linear Foot 294.000 03 n c6 Mandatory Predrilling For Driven Piles a 1005-1480 Each 4.000 03 n x Dynamic Pile Load Test a 1005-2050 Each 16.000 03 n u Steel Hp14x117 Pile Tip Reinforcement (Heavy Duty) a 1005-2850 Linear Foot 567.000 03 n u Steel Hp14x117 Production Pile, Galvanized 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 8510-0001 Lump Sum 1.000 06 n Yes s1 Std Precast Reinforced Concrete Box Culvert, As Designed, s-39301 a 1002-0052 Pound 1,460.000 06 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 06 n s1 Std 24`-0" x 8`-0" Precast Reinforced Concrete Box Culvert With Precast End Section o 8510-0003 Lump Sum 1.000 06 n s1 Std 24`-0" x 8`-0" Cast-In-Place Reinforced Conctrete Box Culvert With Cast-In-Place End Section e 8510-0010 Lump Sum 1.000 04 n Yes s1 Std Precast Reinforced Concrete Box Culvert, As Designed, s-39299 a 1002-0053 Pound 1,200.000 04 n s7 Reinforcement Bars, Epoxy Coated o 8510-0011 Lump Sum 1.000 04 n s1 Std 14`-0" x 10`-0" Precast Reinforced Concrete Box Culvert With Precast End Section o 8510-0012 Lump Sum 1.000 04 n s1 Std 14`-0" x 10`-0" Cast-In-Place Reinforced Concrete Box Culvert With Cast-In-Place End Section e 8510-0020 Lump Sum 1.000 05 n Yes s1 Std Precast Reinforced Concrete Box Culvert, As Designed, s-39300 a 1002-0190 Pound 1,120.000 05 n s7 Reinforcement Bars, Epoxy Coated o 8510-0021 Lump Sum 1.000 05 n s1 Std 18`-0" x 8`-0" Precast Reinforced Concrete Box Culvert With Precast End Section o 8510-0022 Lump Sum 1.000 05 n s1 Std 18`-0" x 8`-0" Cast-In-Place Reinforced Concrete Box Culvert With Cast-In-Place End Section 9000-0001 Lump Sum 1.000 04 n c1 Proj Temporary Excavation Support And Protection System, s-39299 9000-0002 Square Foot 4,200.000 01 n m2 Proj Temporary Wetland Crossing 9000-0003 Cubic Yard 1,902.000 01 n m2 Proj Soil Amendment 9000-0005 Linear Foot 1,602.000 01 n m2 Proj Infiltration Berm 9000-0006 Each 2.000 01 n m2 Proj Sediment Trap Dewatering Facility 9000-0007 Pound 267.000 01 n m3 Proj Seeding And Soil Supplements - Riparian Buffer Seed Mixture 9000-0008 Pound 48.000 01 n m3 Proj Seeding And Soil Supplements - Obl Wetland Seed Mixture 9000-0009 Pound 3.000 01 n m3 Proj Seeding And Soil Supplements - Seasonally Flooded Wildlife Food Mix 9000-0010 Cubic Yard 704.000 01 n m2 Proj Recover And Stockpile Existing Channel Bed Substrate 9000-0011 Cubic Yard 953.000 01 n m2 Proj Channel Bed Material, 12" Depth 9000-0012 Linear Foot 491.000 01 n m2 Proj Toe Boulder Protection 9000-0013 Linear Foot 121.000 01 n m2 Proj Mud Sill 9000-0014 Each 14.000 01 n m Proj Rootwads 9000-0015 Square Foot 3,300.000 01 n m Proj Brush Mattress, Pussy Willow 9000-0016 Square Foot 11,800.000 01 n m Proj Brush Mattress, Black Willow 9000-0017 Linear Foot 274.000 01 n m2 Proj Vegetated Rock Protection 9000-0018 Linear Foot 86.000 01 n m2 Proj Vegetated Riprap 9000-0019 Cubic Yard 1,899.000 01 n m2 Proj Impervious Liner 9000-0020 Lump Sum 1.000 01 n m2 Proj Inline Water Control Structure 9000-0021 Each 2.000 01 n z Proj Bluebird Nest Box 9000-0022 Each 1.000 01 n z Proj Bat Box 9000-0023 Lump Sum 1.000 01 n z Proj Environmental As-Built Survey 9000-0027 Cubic Yard 8,179.000 01 n m3 Proj Ecology Mix 9000-0028 Lump Sum 1.000 01 n h Proj Sanitary Sewer Relocation 9000-0029 Linear Foot 1,137.000 01 n m3 Proj Waterbar 9000-0030 Each 4.000 01 n h Proj Temporary Inlet Cap 9000-0031 Each 2.000 01 n h Proj Temporary Pipe Cap 9000-0032 Each 2.000 01 n h Proj Temporary Pump Bypass 9000-0033 Dollar 10,000.000 $1.00 $10,000.00 01 y j3 Proj Repair Of Temporary Impact Atenuating Device, Type v (Standard), Test Level 3 9000-0034 Each 3.000 01 n z Proj Traffic Signal Retiming 9000-0035 Lump Sum 1.000 01 n p Proj Temporary Traffic Signal 9000-0036 Lump Sum 1.000 01 n x Proj Incident Management Plan 9000-0037 Dollar 10,000.000 $1.00 $10,000.00 01 y f1 Proj Repair Of Detour Routes 9000-0038 Each 1.000 01 n x Proj Radar Detector System (Advance) 9000-0039 Each 1.000 01 n x Proj Radar Detection System (Stop Bar) 9000-0040 Each 2.000 01 n p8 Proj Led Luminaire, Arm Mount 9000-0041 Each 1.000 01 n x Proj Nema Ts-1; Type 1 Controller Assembly, Type 1 Mounting 9000-0042 Linear Foot 7,000.000 01 n p8 Proj 1-1/4 Inch Quad Interduct Conduit For Signal Interconnect 9000-0043 Each 16.000 01 n p8 Proj Junction Boxes For Traffic Signal Interconnect 9000-0044 Each 40.000 01 n x Proj Surface Monument 9000-0045 Lump Sum 1.000 01 n x Proj Settlement Monitoring 9000-0047 Each 3.000 01 n h2 Proj Permanent Inlet Cap 9000-0048 Cubic Yard 15,000.000 01 n x Proj Excavated Rock Material 9000-0049 Linear Foot 5,604.000 01 n h Proj 6" Perforated Plastic Pipe 9000-0050 Each 1.000 01 n p Proj Acoustic Preemption System, Sonem 2000 9000-2020 Each 3.000 01 n r Std Covid-19 Safety Plan Sign

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.