I-80/Exit 308 Realignment

This Partial Design/Build Project Is For The Reconstruction Of Prospect Street Interchange At Exit 308 On Interstate 80, Project Includes Reconstruction Of Interchange Ramps, Replacement Of The Bridge Carrying Sr 2017 (Prospect Street) Over i-80 To Meet The Current Design Standards. Dual Bridges Carrying i-80 Over Lincoln Avenue And An Active Railroad Track To Be Replaced Due To Ramp Extensions And To Accommodate Future Widening Of i-80 To Six Lanes. Sr 2017(Prospect Street) To Be Widened With The Addition Of Turning Lanes And The Installation Of New Traffic Signals. Project Design Also Includes Construction Of Two Roundabouts, One At i-80 And Sr 2017 (Prospect Street) Interchange, And Second On Eastern Side Of i-80 At Green Tree Drive. Project Include Installation Of Cctv Camera At Exit 310 On i- 80, Reconstruction Includes Drainage, Sidewalk, Ada Curb Ramps, Highway Lighting, Traffic Signal, Utilities And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0080, Section 05s, In Monroe County, East Stroudsburg Borough From Segment 3074 Offset 0317 To Segment 3084 Offset 1495 On i80, And, Segment 0010 Offset 0000 To Segment 0010 Offset 0995 On Sr 2017, And, Segment 0020 Offset 0000 To Segment 0020 Offset 1007 On Sr 2024, And, Segment 3104 Offset 0016 To Segment 3094 Offset 2252 On i80. 0201-0001 Lump Sum 1.000 03 n a Clearing And Grubbing 0202-0002 Lump Sum 1.000 03 n b Demolition 0202-0003 Lump Sum 1.000 03 n b Demolition 0202-0004 Lump Sum 1.000 03 n b Demolition 0202-0005 Lump Sum 1.000 03 n b Demolition 0202-0006 Lump Sum 1.000 03 n b Demolition 0202-0007 Lump Sum 1.000 03 n b Demolition 0202-0008 Lump Sum 1.000 03 n b Demolition 0202-0009 Lump Sum 1.000 03 n b Demolition 0202-0010 Lump Sum 1.000 03 n b Demolition 0202-0011 Lump Sum 1.000 03 n b Demolition 0202-0012 Lump Sum 1.000 03 n b Proj Demolition 0202-0013 Lump Sum 1.000 03 n b Demolition 0202-0014 Lump Sum 1.000 03 n b Demolition 0202-0015 Lump Sum 1.000 03 n b Demolition 0202-0016 Lump Sum 1.000 03 n b Demolition 0202-0017 Lump Sum 1.000 03 n b Demolition 0202-0018 Lump Sum 1.000 03 n b Demolition 0202-0019 Lump Sum 1.000 03 n b Demolition 0202-0020 Lump Sum 1.000 03 n b Demolition 0202-0050 Lump Sum 1.000 03 n b Demolition 0202-0051 Lump Sum 1.000 03 n b Demolition 0202-0052 Lump Sum 1.000 03 n b Demolition 0202-0053 Lump Sum 1.000 03 n b Demolition 0202-0054 Lump Sum 1.000 03 n b Demolition 0203-0001 Cubic Yard 237,249.000 03** n c Class 1 Excavation 0203-0004 Cubic Yard 102.000 03 n c1 Class 1b Excavation 0204-0001 Cubic Yard 7,636.000 03 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 38.000 03 n c1, h, s Class 4 Excavation 0205-0264 Cubic Yard 42,156.000 03 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0001 Linear Foot 35,829.000 03 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 148,161.000 03 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 10,000.000 $1.00 $10,000.00 03 y z Temporary Project Air Pollution Control 0220-0010 Cubic Yard 88.000 03 n k1 Flowable Backfill, Type b 0223-0001 Square Foot 28,981.000 03 n m2 Geosynthetic Reinforced Soil Slope, Type a 0313-0424 Square Yard 22,427.000 03 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0430 Square Yard 40,968.000 03** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0350-0106 Square Yard 128,613.000 03** n c, e Subbase 6" Depth (No. 2a) 0350-0107 Square Yard 27,091.000 03 n c, e Subbase 7" Depth (No. 2a) 0350-0121 Ton 734.000 03 n c, e Subbase (No. 2a) e 0360-0001 Square Yard 80,277.000 03 n e Asphalt Treated Permeable Base Course, 4" Depth o 0303-0001 Square Yard 80,277.000 03 n e Cement Treated Permeable Base Course, 4" Depth 0413-0245 Square Yard 23,150.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0383 Square Yard 42,897.000 03** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1024 Ton 33.000 03 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 65,324.000 03** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7009 Ton 270.000 04 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 131,510.000 03** n f4 Asphalt Tack Coat 0491-0021 Square Yard 723.000 03 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 2,936.000 03 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0036 Square Yard 49.000 03 n g Plain Cement Concrete Pavement, 12" Depth 4501-0198 Square Yard 121.000 03 n Yes g Proj Reinforced Cement Concrete Pavement, 6" Depth (Driveway Apron) 0501-0200 Square Yard 1,014.000 03 n g Reinforced Cement Concrete Pavement, 8" Depth 0504-0001 Linear Foot 298.000 03 n g1, g4 Pavement Relief Joint 0530-0026 Square Yard 79,775.000 03 n g Long-Life Concrete Pavement With Water/Cement Incentive, 13" Depth 0530-0110 Each 52.000 03 n g1 Concrete Pavement Cores (Llcp), 13" Depth e 0601-0351 Linear Foot 20.000 03 n h 12" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-0760 Linear Foot 20.000 03 n h 12" Ductile Iron Pipe o 0601-7005 Linear Foot 20.000 03 n h 12" Reinforced Concrete Pipe, Type a, 30' - 1.5' Fill e 0601-0504 Linear Foot 18.000 03 n h 30" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 0601-1867 Linear Foot 18.000 03 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-2147 Linear Foot 18.000 03 n h 30" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-7043 Linear Foot 18.000 03 n h 30" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life e 0601-0508 Linear Foot 28.000 03 n h 48" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 0601-1871 Linear Foot 28.000 03 n h 48" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-2191 Linear Foot 28.000 03 n h 48" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box o 0601-7071 Linear Foot 28.000 03 n h 48" Reinforced Concrete Pipe, Type a, 2' - 1.5' Fill, 100 Year Design Life 0601-0760 Linear Foot 32.000 03 n h 12" Ductile Iron Pipe e 0601-1663 Linear Foot 109.000 03 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0400 Linear Foot 109.000 03 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0601-7014 Linear Foot 109.000 03 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life e 0601-1863 Linear Foot 20.000 03 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-7014 Linear Foot 20.000 03 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life o 0601-0313 Linear Foot 20.000 03 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-5431 Cubic Yard 2.000 03 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 1,710.000 03 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 101.000 03 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 0601-6380 Linear Foot 56.000 03 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 2' - 1.5', 100 Year Design Life 0601-6381 Linear Foot 135.000 03 n h 19" x 30" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 2' - 1.5', 100 Year Design Life 0601-6383 Linear Foot 8.000 03 n h 24" x 38" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 2' - 1.5', 100 Year Design Life e 0601-7509 Linear Foot 26.000 03 n h 18" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-1663 Linear Foot 26.000 03 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 0601-0353 Linear Foot 26.000 03 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill e 0601-7511 Linear Foot 4,172.000 03 n h 18" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-0973 Linear Foot 4,172.000 03 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7515 Linear Foot 216.000 03 n h 21" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-1924 Linear Foot 216.000 03 n h 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 0601-7517 Linear Foot 555.000 03 n h 24" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-1925 Linear Foot 555.000 03 n h 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 0601-7523 Linear Foot 58.000 03 n h 27" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-0316 Linear Foot 58.000 03 n h 27" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-1666 Linear Foot 58.000 03 n h 27" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7528 Linear Foot 356.000 03 n h 30" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-1927 Linear Foot 356.000 03 n h 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life e 0601-7538 Linear Foot 936.000 03 n h 36" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0601-1869 Linear Foot 936.000 03 n h 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box e 0601-7546 Linear Foot 664.000 03 n h 48" Reinforced Concrete Pipe, Type a, 15' - 1.5' Fill, Shore/Trench Box, 100 Year Design Life o 0601-0421 Linear Foot 664.000 03 n h 48" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box o 0601-1871 Linear Foot 664.000 03 n h 48" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box e 0601-7551 Linear Foot 321.000 03 n h 54" Reinforced Concrete Pipe, Type a, 15' - 1.5' Fill, Shore/Trench Box, 100 Year Design Life o 0601-2222 Linear Foot 321.000 03 n h 54" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life e 0601-7556 Linear Foot 90.000 03 n h 60" Reinforced Concrete Pipe, Type a, 15' - 1.5' Fill, Shore/Trench Box, 100 Year Design Life o 0601-2223 Linear Foot 90.000 03 n h 60" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life e 0601-7705 Linear Foot 3.000 03 n h 12" Reinforced Concrete Pipe, Type b, 15' - 2' Fill, Shore/Trench Box o 0601-0760 Linear Foot 3.000 03 n h 12" Ductile Iron Pipe o 0601-0411 Linear Foot 3.000 03 n h 12" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box e 0601-7710 Linear Foot 448.000 03 n h 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box o 0601-2143 Linear Foot 448.000 03 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-1663 Linear Foot 448.000 03 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7714 Linear Foot 316.000 03 n h 21" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box o 0601-2144 Linear Foot 316.000 03 n h 21" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-1664 Linear Foot 316.000 03 n h 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0601-7718 Linear Foot 200.000 03 n h 24" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box o 0601-2145 Linear Foot 200.000 03 n h 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box o 0601-0415 Linear Foot 200.000 03 n h 24" Thermoplastic Pipe, Group i, 15'-1.5' Fill, Shore/Trench Box e 0604-7509 Linear Foot 6,146.000 03 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0604-1463 Linear Foot 6,146.000 03 n h 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7513 Linear Foot 201.000 03 n h 21" Reinforced Concrete Pipe, Type a, (Open Joint), 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0604-1464 Linear Foot 201.000 03 n h 21" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7517 Linear Foot 256.000 03 n h 24" Reinforced Concrete Pipe, Type a, (Open Joint), 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0604-1464 Linear Foot 256.000 03 n h 21" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7521 Linear Foot 1,219.000 03 n h 27" Reinforced Concrete Pipe, Type a, (Open Joint), 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0604-1466 Linear Foot 1,219.000 03 n h 27" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7526 Linear Foot 370.000 03 n h 30" Reinforced Concrete Pipe, Type a, (Open Joint), 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life o 0604-1467 Linear Foot 370.000 03 n h 30" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7707 Linear Foot 231.000 03 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 3' - 2' Fill, Shore/Trench Box o 0604-1463 Linear Foot 231.000 03 n h 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7711 Linear Foot 141.000 03 n h 21" Reinforced Concrete Pipe, Type b, (Open Joint), 3' - 2' Fill, Shore/Trench Box o 0604-1464 Linear Foot 141.000 03 n h 21" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage e 0604-7715 Linear Foot 1,184.000 03 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 3' - 2' Fill, Shore/Trench Box o 0604-1465 Linear Foot 1,184.000 03 n h 24" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage 0605-2600 Each 8.000 03 n k Type d Endwall 0605-2620 Each 2.000 03 n k Type d-w Endwall 0605-2730 Set 94.000 03 n k Type m Concrete Top Unit And Grate 4605-2730 Set 5.000 03 n Yes k Proj Type m Concrete Top Unit And Grate (Cast Iron) 0605-2731 Set 16.000 03 n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2731 Set 90.000 03 n Yes k Proj Type m Concrete Top Unit And Bicycle Safe Grate (Cast Iron) 0605-2740 Set 31.000 03 n k Type s Concrete Top Unit And Grate 4605-2741 Set 2.000 03 n Yes k Proj Type s Concrete Top Unit And Bicycle Safe Grate (Cast Iron) 0605-2771 Set 2.000 03 n k Type c Frame And Bicycle Safe Grate 0605-2850 Each 183.000 03 n k Standard Inlet Box, Height < /= 10' 4605-2850 Each 6.000 03 n Yes k Proj Standard Inlet Box, Height < /= 10' , Temporary 0605-2851 Each 7.000 03 n k Standard Inlet Box, Height > 10' And < /= 20' 0605-2852 Each 2.000 03 n k Standard Inlet Box, Height > 20' And < /= 30' 0605-2854 Each 26.000 03 n k Type 4 Inlet Box, Height < /= 10' 4605-2854 Each 2.000 03 n Yes k Proj Type 4 Inlet Box, Height < /= 10' , Temporary 0605-2855 Each 1.000 03 n k Type 4 Inlet Box, Height > 10' And < /= 20' 0605-2858 Each 6.000 03 n k Type 5 Inlet Box, Height < /= 10' 0605-2862 Each 8.000 03 n k Type 6 Inlet Box, Height < /= 10' 0605-2863 Each 4.000 03 n k Type 6 Inlet Box, Height > 10' And < /= 20' 0605-2864 Each 1.000 03 n k Type 6 Inlet Box, Height > 20' And < /= 30' 0605-2867 Each 1.000 03 n k Type 7 Inlet Box, Height > 10' And < /= 20' 0605-3010 Each 3.000 03 n k Type 4 Manhole, Storm Water, Height < /=5' 4605-3010 Each 1.000 03 n Yes k Proj Type 4 Manhole, Storm Water, Height < /=5' , Temporary 0605-3011 Each 13.000 03 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 4605-3020 Each 1.000 03 n Yes k Proj Type 5 Manhole, Storm Water, Height < /=5' , Temporary 0605-3021 Each 3.000 03 n k Type 5 Manhole, Storm Water, Height >5' And < /= 10' 4605-3021 Each 3.000 03 n Yes k Proj Type 5 Manhole, Storm Water, Height >5' And < /= 10' , Temporary 0605-3031 Each 1.000 03 n k Type 6 Manhole, Storm Water, Height >5' And < /= 10' 4605-3031 Each 1.000 03 n Yes k Proj Type 6 Manhole, Storm Water, Height >5' And < /= 10' , Temporary 0605-3034 Each 1.000 03 n k Type 6 Manhole, Storm Water, Height >30' 4605-3040 Each 2.000 03 n Yes k Proj Type 7 Manhole, Storm Water, Height < /=5' , Temporary 0605-3041 Each 1.000 03 n k Type 7 Manhole, Storm Water, Height >5' And < /= 10' 0605-3042 Each 1.000 03 n k Type 7 Manhole, Storm Water, Height >10' And < /= 20' 0605-3044 Each 1.000 03 n k Type 7 Manhole, Storm Water, Height >30' 0605-3052 Each 4.000 03 n k Type 8 Manhole, Storm Water, Height >10' And < /= 20' 4605-3052 Each 3.000 03 n Yes k Proj Type 8 Manhole, Storm Water, Height >10' And < /= 20' , Temporary 4605-3053 Each 1.000 03 n Yes k Proj Type 8 Manhole, Storm Water, Height >20' And < /= 30' , Temporary 0606-0050 Set 10.000 03 n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 18.000 03 n c1, k Grade Adjustment Of Existing Manholes 0606-0160 Set 23.000 03 n c1, k Grade Adjustment Of Existing Water Valves 0606-0161 Set 5.000 03 n c1, k Grade Adjustment Of Existing Gas Valves 0607-0014 Vertical Foot 10.000 03 n k Rebuilt Type m Inlet 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 690.000 03 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 25,808.000 03 n h2 6" Pavement Base Drain 0612-0001 Linear Foot 467.000 03 n c1, h Subgrade Drains 0615-0022 Linear Foot 349.000 03 n h2 6" Subsurface Drain Outlets 0615-0050 Each 18.000 03 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 18.000 03 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1201 Each 1.000 03 n h Concrete End Sections For 15" Pipe 0619-0459 Each 5.000 03 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0466 Each 2.000 03 n j1, j3 Mskt (Mash Sequentially Kinking Terminal) 0619-0600 Each 9.000 03 n j3 Permanent Impact Attenuating Device, Type v (Standard), Test Level 2 0620-0010 Each 13.000 03 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 4620-0010 Each 1.000 03 n Yes j Proj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement , In Grs 0620-0011 Each 1.000 03 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 1.000 03 n j Terminal Section, Single 0620-0503 Linear Foot 4,350.000 03 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0900 Each 2.000 03 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 8,630.000 03 n j Type 31-s Guide Rail 4620-1600 Linear Foot 938.000 03 n Yes j Proj Type 31-s Guide Rail , In Grs 0620-1602 Linear Foot 25.000 03 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 213.000 03 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 38.000 03 n Yes j Proj Type 31-Sc Guide Rail , In Grs 0620-1627 Linear Foot 13.000 03 n j Type 31-Sc Guide Rail With 8' Extra Length Posts 0620-1635 Linear Foot 25.000 03 n j Type 31-Scc Guide Rail 4620-1635 Linear Foot 50.000 03 n Yes j Proj Type 31-Scc Guide Rail , In Grs 0620-1650 Each 2.000 03 n j Type 31-Strong Post End Treatment 0620-1660 Each 6.000 03 n j Type 31-Strong Post Anchor Terminal 4620-1660 Each 1.000 03 n Yes j Proj Type 31-Strong Post Anchor Terminal , In Grs 0622-0001 Linear Foot 4,360.000 03 n j1 Concrete Glare Screen 0622-0006 Each 1.000 03 n j1 Transition, Concrete Glare Screen, 50" Height, 24" To 41 1/2" Width 0623-0001 Linear Foot 273.000 03 n j1 Concrete Median Barrier 0623-0052 Linear Foot 6,346.000 03 n j1 Single Face Concrete Barrier 4623-0112 Each 2.000 03 n Yes j1 Proj Flared End Transition With Vertical Face 0623-0122 Each 1.000 03 n j1 End Transition, Single Face Concrete Barrier 0623-0125 Each 2.000 03 n j1 Transition, Concrete Median Barrier, 32" To 50" Height, 24" Width 0623-0275 Linear Foot 5,715.000 03 n j1 Removal Of Existing Concrete Median Barrier 0624-0001 Linear Foot 9,252.000 03 n j2 Right-Of-Way Fence, Type 1 0624-0300 Each 17.000 03 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0400 Each 31.000 03 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0500 Each 30.000 03 n j2 Pull Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 862.000 03 n j2 Line Posts For Type 1 Right-Of-Way Fence 0624-0612 Each 4.000 03 n j2 Pedestrian Gate For Type 1 Right-Of-Way Fence, 6-Foot Opening 0626-0020 Cubic Yard 306.000 03 n m2 Corrosion Resistant Gabions, Type a 0627-0011 Each 2.000 04 n j1 Temporary End Transition 0627-3020 Linear Foot 27,398.000 04 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 42,711.000 04 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 9,024.000 03 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 146.000 03 n k Plain Concrete Mountable Curb, Type a 0633-0230 Linear Foot 3,613.000 03 n k Plain Concrete Mountable Curb, Roundabout Truck Apron Curb 0640-0005 Square Yard 372.000 03 n k Plain Cement Concrete Gutter 0641-0005 Square Yard 277.000 03 n k Plain Cement Concrete Curb Gutter 0643-0001 Linear Foot 1,636.000 03** n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 631.000 04 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0660-0005 Linear Foot 5,916.000 03 n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0660-0010 Linear Foot 25,670.000 03 n f3 Milled Concrete Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 4664-0100 Square Foot 1,201.000 03 n Yes k1, s5 Proj Modular Architectural Block System , As Indicated 0673-0100 Square Yard 582.000 06 n k, s4 Cast-In-Place Cement Concrete Slab Slope Wall 0675-0001 Cubic Yard 500.000 06 n c1 Random Stone Slope Wall 0676-0001 Square Yard 2,611.000 03 n k Cement Concrete Sidewalk 0677-0001 Cubic Yard 124.000 03 n c1, e Selected Material Surfacing 0678-0110 Linear Foot 44.000 03 n j2, r Permanent Barricade 0680-0003 Square Yard 3,920.000 03 n k2, s1 Membrane Waterproofing 0686-0050 Lump Sum 1.000 03 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 01 y x Semi-Formal Facilitation e 0695-0004 Square Foot 440.000 03 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 440.000 03 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 440.000 03 n k Detectable Warning Surface, Cast Iron 0696-0580 Each 1.000 04 n j1 Temporary Impact Attenuating Device, Type Iv, Test Level 3 0696-0600 Each 45.000 04 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0580 Each 5.000 04 n j1 Reset Temporary Impact Attenuating Device, Type Iv, Test Level 3 0697-0600 Each 29.000 04 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0703-0020 Cubic Yard 1,502.000 03 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 5,924.000 03 n c1, h No. 57 Coarse Aggregate 4703-0025 Cubic Yard 66.000 03 n Yes c1, h Proj No. 57 Coarse Aggregate (Clean) 0703-0026 Cubic Yard 2.000 03 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 8,725.000 03 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 573.000 03 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 423.000 03 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 4804-0004 Pound 156.000 03 n Yes m3 Proj Seeding - Formula e, Including Mulch (Fertilizer Additive) 0804-0005 Pound 16.000 03 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0006 Pound 2,918.000 03 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 4805-0015 Square Yard 7,757.000 03 n Yes m3 Proj Mulching - Shredded Bark (Non-Germinating Periods) 0805-0022 Ton 17.000 03 n m3 Mulching - Straw 0805-0050 Square Yard 99.000 03 n m3 Mulch Control Netting 0806-0111 Square Yard 4,468.000 03 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0806-0121 Square Yard 23,489.000 03 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 1,647.000 03 n m2 Permanent Rolled Erosion Control Product, Type 5a 0808-3072 Each 2.000 03 n m Red Maple - (1 1/2" Cal. b&b) 0810-0024 Lump Sum 1.000 03 n m1 Tree Trimming To An Unlimited Height 4810-0050 Lump Sum 1.000 00 n Yes a, m1 Proj Selective Tree Removal And Trimming, Its Equipment 0811-0003 Linear Foot 1,179.000 03 n j2, m Temporary Protective Fence 0849-0010 Each 22.000 03 n c1 Rock Construction Entrance 4849-0010 Each 1.000 03 n Yes c1 Proj Rock Construction Entrance (No Excavation) 0850-0031 Cubic Yard 285.000 03 n c1 Rock, Class r-3 4850-0031 Cubic Yard 105.000 03 n Yes c1 Proj Rock, Class r-3 (Clean) 0850-0032 Cubic Yard 1,650.000 03 n c1 Rock, Class r-4 0850-0033 Cubic Yard 509.000 03 n c1 Rock, Class r-5 0850-0034 Cubic Yard 5.000 03 n c1 Rock, Class r-6 0850-0035 Cubic Yard 250.000 03 n c1 Rock, Class r-7 4850-0035 Cubic Yard 2,257.000 03 n Yes c1 Proj Rock, Class r-7 (Clean) 0855-0003 Each 4.000 03 n m2 Pumped Water Filter Bag 0855-0004 Each 31.000 03 n m2 Replacement Pumped Water Filter Bag 4857-0001 Square Yard 61.000 03 n Yes k1, s5 Proj Concrete Block Revetment Systems , Anchored 0858-0001 Square Yard 3,346.000 03 n c3, m2 Geocell Confinement System 0860-0000 Each 225.000 03 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 52.000 03 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 12.000 03 n m2 Inlet Filter Bag For Type c Inlet 0860-0010 Each 16.000 03 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0860-0011 Each 11.000 03 n m2 Concrete Block/Gravel Inlet Protection For Type s Inlet 0861-0001 Cubic Yard 966.000 03 n c1 Cleaning Sedimentation Structures 4867-0012 Linear Foot 3,928.000 03 n Yes m2 Proj Compost Filter Sock, 12" Diameter (Mulch Netting And Compost Added) 4867-0018 Linear Foot 449.000 03 n Yes m2 Proj Compost Filter Sock, 18" Diameter (Mulch Netting And Compost Added) 4867-0022 Linear Foot 2,574.000 03 n Yes m2 Proj Compost Filter Sock, 24" Diameter (Mulch Netting And Compost Added) 4867-0032 Linear Foot 3,108.000 03 n Yes c1, h, m2 Proj Compost Filter Sock, 32" Diameter (Mulch Netting And Compost Added) 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0100 Day 100.000 04 n q Shadow Vehicle 0901-0120 Each 2.000 04 n q Speed Display Sign 0901-0202 Each 6.000 04 n q Floodlights 0901-0203 Each 4.000 04 n q Arrow Panel 0901-0240 Square Foot 40.000 04 n q, r Additional Traffic Control Signs 4901-0250 Lump Sum 1.000 04 n Yes p8 Proj Temporary Highway Lighting (Added Coordination) 0901-0320 Linear Foot 103,038.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 Linear Foot 1,052.000 04 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0324 Linear Foot 342.000 04 n o 24" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 105,852.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 27,144.000 04 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 13,632.000 04 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 3,451.000 04 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0450 Each 4.000 04 n q 3-Line Changeable Message Sign With Telecommunications 4910-0001 Each 4.000 00 n Yes c1, p8 Proj Junction Boxes j.b.-1 With Label 4910-0002 Each 5.000 00 n Yes c1, p8 Proj Junction Boxes j.b.-2 With Label 0910-0005 Each 35.000 03 n c1, p8 Junction Boxes j.b.-12 0910-0154 Each 30.000 03 n p8 Pole Foundation, Type Fc 4910-0156 Each 36.000 03 n Yes p8 Proj Pole Foundation, Type Fc Modified Curb 4910-0204 Each 13.000 91** n Yes p8 Proj Steel Lighting Pole With 8-Foot Bracket Arm (25-Foot Mounting Height) Type a (Decorative) 0910-0242 Each 1.000 03 n p8 Steel Lighting Pole With 6-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-0244 Each 2.000 03 n p8 Steel Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type a 4910-0244 Each 10.000 88** n Yes p8 Proj Steel Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type a (Decorative) 0910-0246 Each 7.000 03 n p8 Steel Lighting Pole With 10-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-0248 Each 1.000 03 n p8 Steel Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-0250 Each 7.000 03 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-0252 Each 5.000 03 n p8 Steel Lighting Pole With 20-Foot Bracket Arm (30-Foot Mounting Height) Type a 4910-0264 Each 13.000 03 n Yes p8 Proj Steel Lighting Pole With 8-Foot Bracket Arm (30-Foot Mounting Height) Type s (Decorative) 0910-0270 Each 3.000 03 n p8 Steel Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-0272 Each 1.000 03 n p8 Steel Lighting Pole With 20-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-0402 Each 16.000 03 n p8 Steel Lighting Pole With 6-Foot Bracket Arm (50-Foot Mounting Height) Type a 4910-0402 Each 5.000 03 n Yes p8 Proj Steel Lighting Pole With 6-Foot Bracket Arm (50-Foot Mounting Height) Type a (Dual Arms) 0910-4112 Linear Foot 3,120.000 00 n p8 Awg 1 Underground Cable, Copper, 1 Conductor 0910-4113 Linear Foot 20,240.000 03 n p8 Awg 2 Underground Cable, Copper, 1 Conductor 0910-4114 Linear Foot 11,561.000 03 n p8 Awg 4 Underground Cable, Copper, 1 Conductor 0910-4115 Linear Foot 7,550.000 03 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 28,267.000 03 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 26,033.000 00** n c1, p8 2" Direct Burial Conduit 0910-5175 Linear Foot 75.000 00 n c1, p8 2" Exposed Conduit 0910-5500 Each 20.000 03 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 11,830.000 03 n c1, p8 Trench 0910-7020 Each 5.000 00** n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 03 n p8 Testing Of Entire Lighting System 4920-0001 Lump Sum 1.000 03 n Yes p8 Proj Sign Lighting - Entire Project Led 0930-0004 Square Foot 2,601.000 03** n r Post Mounted Signs, Type a 4930-0004 Square Foot 312.000 03 n Yes r Proj Post Mounted Signs, Type a , Logo 0930-0101 Pound 8,597.000 03 n r Steel s Or w Beam Posts 0931-0001 Square Foot 4,490.000 03** n r Post Mounted Signs, Type b 4931-0001 Square Foot 171.000 03 n Yes r Proj Post Mounted Signs, Type b , Logo 0931-0003 Square Foot 36.000 03 n r Post Mounted Signs, Type b, Steel Square Post 0933-0001 Square Foot 58.000 03 n r Post Mounted Signs, Type d 0935-0001 Square Foot 1,350.000 03** n r Post Mounted Signs, Type f 0935-0400 Each 1.000 03 n p8 Flashing Warning Signs 0936-0001 Square Foot 2,038.000 03** n r Structure Mounted Extruded Aluminum Channel Signs 0936-0200 Square Foot 314.000 03 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0100 Each 16.000 03 n j, r Guide Rail Mounted Delineator Type a, (y/b) 0937-0102 Each 88.000 03 n j, r Guide Rail Mounted Delineator Type a, (w/b) 0937-0115 Each 18.000 03 n j, r Guide Rail Mounted Delineator Type a, (y/r) 0937-0116 Each 22.000 03 n j, r Guide Rail Mounted Delineator Type a, (w/r) 0937-0198 Each 96.000 03 n j1, r Barrier Mounted Delineator, Top-Mount Type r, (w/b) 0937-0199 Each 68.000 03 n j1, r Barrier Mounted Delineator, Top-Mount Type r, (y/y) 0937-0200 Each 138.000 03 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/b) 0937-0201 Each 96.000 03 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0937-0215 Each 14.000 03 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/r) 4937-0339 Each 5.000 03 n Req r Proj Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0939-0001 Square Foot 90.000 03 n r Post Mounted Signs, Type m 0940-0001 Each 14.000 04 n r Reset Post Mounted Signs, Type a 0941-0001 Each 80.000 03** n r Reset Post Mounted Signs, Type b 0945-0001 Each 18.000 03** n r Reset Post Mounted Signs, Type f 0951-0130 Each 1.000 03 n p Traffic Signal Support, 30' Mast Arm 0951-0135 Each 1.000 03 n p Traffic Signal Support, 35' Mast Arm 4951-0230 Each 2.000 88 n Yes p Proj Traffic Signal Support, 30' Mast Arm, Powder Coated Fs 34056 4951-0245 Each 1.000 88 n Yes p Proj Traffic Signal Support, 45' Mast Arm, Powder Coated Fs 34056 0951-2135 Each 2.000 03 n p Traffic Signal Support, 35' Mast Arm With Luminaire Arm (30' Mounting Height) 0951-2150 Each 2.000 03 n p Traffic Signal Support, 50' Mast Arm With Luminaire Arm (30' Mounting Height) 4951-2235 Each 1.000 88 n Yes p Proj Traffic Signal Support, 35' Mast Arm With Luminaire Arm (30' Mounting Height), Powder Coated Fs 34056 4951-2240 Each 3.000 88 n Yes p Proj Traffic Signal Support, 40' Mast Arm With Luminaire Arm (30' Mounting Height), Powder Coated Fs 34056 4951-2245 Each 1.000 88 n Yes p Proj Traffic Signal Support, 45' Mast Arm With Luminaire Arm (30' Mounting Height), Powder Coated Fs 34056 0951-4012 Each 3.000 03 n p Traffic Signal Support, 12' Pedestal 0951-4025 Each 3.000 03 n p Pedestrian Stub Pole, Type e 4951-4104 Each 8.000 95 n Yes p Proj Traffic Signal Support, 12' Pedestal, Powder Coated Fs 34056 4951-4600 Each 2.000 88 n Yes p Proj Traffic Signal Support, Strain Pole, 1,000 Pounds Design Tension, Powder Coated Fs 34056 0952-1070 Each 2.000 03 n p Advanced Transportation Controller Unit Assembly, Type 1 Mounting 0952-1072 Each 2.000 03 n p Advanced Transportation Controller Unit 0952-1073 Each 2.000 03 n p Advanced Transportation Controller Unit Assembly Modification 4953-0406 Lump Sum 1.000 03 n Yes p Proj Wireless Broadband Communications System With Fiber 0953-0802 Lump Sum 1.000 03 n p Unified Command And Control Integration 0954-0012 Linear Foot 4,947.000 03 n p8 2 Inch Conduit 0954-0013 Linear Foot 1,057.000 03 n p8 3 Inch Conduit 0954-0151 Linear Foot 4,480.000 03 n c1, p8 Trench And Backfill, Type i 0954-0201 Linear Foot 1,494.000 03 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 4,153.000 03 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 617.000 03 n p8 Signal Cable, 14 Awg, 7 Conductor 4954-0302 Each 87.000 03 n Yes p8 Proj Junction Box, Jb-27 17"x30" 0954-0401 Each 1.000 03 n p8 Electrical Service, Type a 0954-0402 Each 3.000 03 n p8 Electrical Service, Type b 0954-0403 Each 1.000 03 n p8 Electrical Service, Type c 0955-3208 Each 16.000 03 n p Vehicular Signal Head, Three 12" Sections 0955-3209 Each 2.000 03 n p Vehicular Signal Head, Four 12" Sections 0955-3210 Each 3.000 03 n p Vehicular Signal Head, Five 12" Sections 0955-3722 Each 14.000 03 n p Led Countdown Pedestrian Signal Head, Type a 0956-0001 Linear Foot 2,402.000 03 n p Detector Lead In Cable 0956-0101 Linear Foot 181.000 03 n p8 Loop Sensor 0956-0500 Each 14.000 03 n p Pedestrian Push Button 0956-0702 Each 9.000 03 n p Thermal Video Detector 0956-0801 Each 2.000 03 n p Optical Preemption System 0958-0021 Each 1.000 04 n p, q Temporary Traffic Control Signals On Fixed Supports (3 Approaches) 0958-0041 Each 2.000 04 n p, q Temporary Traffic Control Signals On Fixed Supports (4 Or More Approaches) 0958-0121 Each 3.000 04 n p, q Temporary Traffic Control Signals, Trailer-Mounted Portable Device (2-Overhead Signals) 0958-0201 Each 3.000 04 n p, q Temporary Traffic Control Signal On Fixed Supports, Reset (3 Approaches) 0958-0221 Each 11.000 04 n p, q Temporary Traffic Control Signal On Fixed Supports, Reset (4 Or More Approaches) 0958-0261 Each 3.000 04 n p, q Temporary Traffic Control Signal, Trailer-Mounted Portable Device, Reset 0960-0001 Linear Foot 7,456.000 03 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 16,395.000 03** n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 4,489.000 03 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0006 Linear Foot 49.000 03 n o2 6" Yellow Hot Thermoplastic Pavement Markings 0960-0008 Linear Foot 1,013.000 03 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0011 Linear Foot 56.000 03 n o2 12" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 706.000 03** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 377.000 03 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 26.000 03 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 4960-0151 Each 2.000 03 n Yes o2 Proj White Hot Thermoplastic Roundabout Right Arrow Combined With Left Arrow 0960-0152 Each 2.000 03 n o2 White Hot Thermoplastic Roundabout Straight Arrow 0960-0153 Each 4.000 03 n o2 White Hot Thermoplastic Roundabout Left-Right-Straight Arrow 0960-0154 Each 4.000 03 n o2 White Hot Thermoplastic Roundabout Left-Straight Arrow 0960-0155 Each 2.000 03 n o2 White Hot Thermoplastic Roundabout Right-Straight Arrow 0960-0220 Each 2.000 03 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0960-0222 Each 11.000 03 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 13.000 03 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0228 Each 6.000 03 n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 0960-0232 Each 2.000 03 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18' - 0" x 5' - 6" 0960-0255 Linear Foot 108.000 03 n o2 White Hot Thermoplastic Legend, "Yield Line", 12" x 18" Triangle, (Min 6 Triangles Per Line) 0962-1000 Linear Foot 12,073.000 03 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 5,219.000 03 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 2,420.000 03 n o 8" White Waterborne Pavement Markings 0962-1004 Linear Foot 5,004.000 03 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 12,560.000 03 n o 4" Yellow Waterborne Pavement Markings 0962-1025 Each 31.000 04 n o3 White Waterborne Pavement Legend, "Only", 8'-0" 0962-1034 Linear Foot 136.000 04 n o3 White Waterborne Pavement Legend, "Yield Line", 12" x 18" Triangle, (Min 6 Triangles Per Line) 0962-1060 Each 2.000 04 n o3 White Waterborne Pavement Legend, "Straight Arrow", 12'-0" x 1'-8" 0962-1061 Each 9.000 04 n o3 White Waterborne Pavement Legend, "Right Arrow", 12'-0" x 3'-0" 0962-1062 Each 18.000 04 n o3 White Waterborne Pavement Legend, "Left Arrow", 12'-0" x 3'-0" 0962-1064 Each 3.000 04 n o3 White Waterborne Pavement Legend, "Thru And Left Arrow", 20'-0" x 3'-7" 0962-1068 Each 2.000 04 n o3 White Waterborne Pavement Legend, "Lane Reduction Transition Arrow - Left Lane", 18'-0" x 5'-6" 0962-1137 Each 2.000 04 n o3 White Waterborne Pavement Legend Roundabout Left Arrow 0962-1139 Each 3.000 04 n o3 White Waterborne Pavement Legend Roundabout Straight Arrow 0962-1140 Each 6.000 04 n o3 White Waterborne Pavement Legend Roundabout Left-Right-Straight Arrow 0962-1141 Each 2.000 04 n o3 White Waterborne Pavement Legend Roundabout Left-Straight Arrow 0963-0001 Square Foot 16,403.000 04 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 146,427.000 04 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 21,493.000 04 n o2, o3 6" Pavement Marking Removal 0963-0008 Linear Foot 12,272.000 04 n o2, o3 8" Pavement Marking Removal 0963-0010 Each 16.000 04 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 448.000 03 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 439.000 03 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 284.000 03 n o 6" White Epoxy Pavement Markings 0964-0008 Linear Foot 6.000 03 n o 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 36.000 03 n o 24" White Epoxy Pavement Markings 0966-0018 Each 145.000 03 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0300 Each 248.000 04 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0970-0001 Each 48.000 03** n r Remove Post Mounted Signs, Type a 0971-0001 Each 340.000 03** n r Remove Post Mounted Signs, Type b 0972-0001 Each 8.000 03 n r Remove Post Mounted Signs, Type c 0973-0001 Each 13.000 03 n r Remove Post Mounted Signs, Type d 0974-0001 Each 5.000 03 n r Remove Post Mounted Signs, Type e 0975-0001 Each 230.000 03** n r Remove Post Mounted Signs, Type f 1002-0053 Pound 3,854.000 19** n s7 Reinforcement Bars, Epoxy Coated 1005-1410 Linear Foot 400.000 06 n c6 Mandatory Predrilling For Driven Piles 1005-1420 Dollar 13,800.000 $1.00 $13,800.00 06 y c6 Predrilling For Unforeseen Obstructions, Earth Drilling 1005-1430 Dollar 10,000.000 $1.00 $10,000.00 06 y c6 Predrilling For Unforeseen Obstructions, Obstruction Drilling 1005-1440 Dollar 30,000.000 $1.00 $30,000.00 06 y u Pile Extraction And Redriving 1005-1450 Dollar 25,000.000 $1.00 $25,000.00 06 y x Mobilization For Predrilling Of Unforeseen Obstructions 1005-1480 Each 48.000 06 n x Dynamic Pile Load Test 1006-0030 Linear Foot 18.000 16 n c6 Obstruction Drilling, Caissons 1006-0031 Linear Foot 10.000 23 n c6 Obstruction Drilling, Caissons 1006-0032 Linear Foot 20.000 24 n c6 Obstruction Drilling, Caissons 1006-0033 Linear Foot 3.000 18 n c6 Obstruction Drilling, Caissons 1006-1005 Linear Foot 368.000 16 n u1 36" Diameter Drilled Caissons, Shaft Section In Soil 1006-1015 Linear Foot 27.000 17 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1016 Linear Foot 57.000 18 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1017 Linear Foot 10.000 21 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1018 Linear Foot 36.000 22 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1019 Linear Foot 19.000 23 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil 1006-1020 Linear Foot 47.000 17 n u1 54" Diameter Drilled Caissons, Shaft Section In Soil 1006-1021 Linear Foot 11.000 23 n u1 54" Diameter Drilled Caissons, Shaft Section In Soil 1006-1100 Linear Foot 11.000 21 n u1 42" Diameter Drilled Caissons, Rock Socket 1006-1101 Linear Foot 13.000 22 n u1 42" Diameter Drilled Caissons, Rock Socket 1006-1102 Linear Foot 9.000 23 n u1 42" Diameter Drilled Caissons, Rock Socket 1006-1105 Linear Foot 11.000 23 n u1 48" Diameter Drilled Caissons, Rock Socket 5012-0001 Linear Foot 395.000 03 n Yes j2, s4 Proj Pedestrian Railing (Painted) 1018-0010 Lump Sum 1.000 10 n t1 Proj Removal Of Existing Bridge 1018-0050 Lump Sum 1.000 09 n t1 Proj Removal Of Portion Of Existing Bridge 1046-0010 Square Yard 3,842.000 06 n k2 Epoxy Overlay 1046-0011 Square Yard 1,780.000 07 n k2 Epoxy Overlay 1091-0335 Dollar 15,000.000 $1.00 $15,000.00 06 y k1 Epoxy Injection Crack Seal 5201-1000 Each 1.000 03 n Yes p1, p2, p4, p5 Proj Its Device Field Enclosure, Ground Mount , Communication 1201-1300 Each 1.000 03 n p1, p2, p4, p5 Its Device Field Enclosure, Pole Mount 1201-1600 Each 1.000 03 n p1, p2, p4, p5 Its Device Field Enclosure, Stucture Mount 1201-3000 Lump Sum 1.000 00 n p1, p2, p3, p4, p5 Its Device Testing, Complete 5204-0100 Linear Foot 2,485.000 03 n Yes p4 Proj Standard Fiber Optic Cable 12 Strand 1210-0001 Each 1.000 00 n p1 Its Closed Circuit Television, Camera Subsystem, Pole Mount 1210-5000 Each 1.000 00 n p1 Its Closed Circuit Television, Camera Lowering Device, Integral 1210-6800 Each 1.000 00 n p1 Its Closed Circuit Television, Pole, 70-Foot 1210-7200 Each 1.000 00 n p1, u1 Its Closed Circuit Television, Pole Foundation, Caisson, 51-Foot To 70-Foot Pole 5230-4800 Each 1.000 00 n Yes p3 Proj Its Dynamic Message Sign, 18" Text, Walk-In, 30-Deg Full-Matrix Full-Color 1999-9999 Hour 8,000.000 05 n z Std Trainees e 8030-0001 Lump Sum 1.000 06 n Yes s Std Bridge Structure, As Designed, s-35465 a 1002-0053 Pound 599,772.000 06 n s7 Reinforcement Bars, Epoxy Coated a 1005-1825 Linear Foot 7,695.000 06 n u Steel Hp12x74 Production Pile a 1005-2025 Each 120.000 06 n u Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) a 1005-4650 Linear Foot 1,080.000 06 n u Cast In Place Concrete Production Pile, 16"x0.375" Steel Pipe With End Closure, Galvanized o 8000-0001 Lump Sum 1.000 06 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 06 n t Std Steel Bridge Structure e 8030-0002 Lump Sum 1.000 07 n Yes s Std Bridge Structure, As Designed, s-35466 a 1002-0053 Pound 309,998.000 07 n s7 Reinforcement Bars, Epoxy Coated o 8100-0002 Lump Sum 1.000 07 n t Std Steel Bridge Structure o 8000-0002 Lump Sum 1.000 07 n s Std Prestressed Concrete Bridge Structure e 8200-0006 Lump Sum 1.000 16 n Yes s5 Std Ground Mounted Sound Barrier Wall, As Designed, s-39530 a 1002-0053 Pound 53,673.000 16 n s7 Reinforcement Bars, Epoxy Coated o 8720-0006 Lump Sum 1.000 16 n s5 Std Alternate Sound Barrier Wall e 8600-0002 Lump Sum 1.000 12 n Yes s5 Std Soldier Pile Retaining Wall, As Designed, s-39826 a 1002-0053 Pound 206.000 12 n s7 Reinforcement Bars, Epoxy Coated o 8610-0002 Lump Sum 1.000 12 n s5 Std Concrete Retaining Wall o 8620-0002 Lump Sum 1.000 12 n s5 Std Prefabricated Retaining Wall e 8600-0003 Lump Sum 1.000 13 n Yes s5 Std Soldier Pile Retaining Wall, As Designed, s-39827 a 1002-0053 Pound 786.000 13 n s7 Reinforcement Bars, Epoxy Coated o 8610-0003 Lump Sum 1.000 13 n s5 Std Concrete Retaining Wall o 8620-0003 Lump Sum 1.000 13 n s5 Std Prefabricated Retaining Wall e 8600-0004 Lump Sum 1.000 14 n Yes s5 Std Soldier Pile Retaining Wall, As Designed, s-39838 a 1002-0053 Pound 79.000 14 n s7 Reinforcement Bars, Epoxy Coated o 8610-0004 Lump Sum 1.000 14 n s5 Std Concrete Retaining Wall o 8620-0004 Lump Sum 1.000 14 n s5 Std Prefabricated Retaining Wall e 8600-0005 Lump Sum 1.000 15 n Yes s5 Std Soldier Pile Retaining Wall, As Designed, s-39901 a 1002-0053 Pound 355.000 15 n s7 Reinforcement Bars, Epoxy Coated o 8610-0005 Lump Sum 1.000 15 n s5 Std Concrete Retaining Wall o 8620-0005 Lump Sum 1.000 15 n s5 Std Prefabricated Retaining Wall e 8622-0001 Lump Sum 1.000 11 n Yes s5 Std Prefabricated Modular Retaining Wall, As-Designed, s-39529 a 1002-0053 Pound 36,668.000 11 n s7 Reinforcement Bars, Epoxy Coated o 8621-0001 Lump Sum 1.000 11 n s5 Std Mechanically Stabilized Retaining Wall o 8610-0001 Lump Sum 1.000 11 n s5 Std Concrete Retaining Wall 8948-0303 Lump Sum 1.000 19 n Yes r1 Proj Steel Sign Structure - Cantilever Single Strut, s-39740 8948-0304 Lump Sum 1.000 20 n Yes r1 Proj Steel Sign Structure - Cantilever Single Strut, s-39291 8948-0609 Lump Sum 1.000 25 n Yes r1 Proj Steel Sign Structure - Centermount Dms, s-39741 8948-0671 Lump Sum 1.000 17 n Yes r1 Proj Steel Sign Structure - Monopipe Frame, s-39289 8948-0672 Lump Sum 1.000 18 n Yes r1 Proj Steel Sign Structure - Monopipe Frame, s-39290 8948-0674 Lump Sum 1.000 21 n Yes r1 Proj Steel Sign Structure - Cantilever Monopipe, s-39292 8948-0675 Lump Sum 1.000 22 n Yes r1 Proj Steel Sign Structure - Monopipe Frame, s-39293 8948-0676 Lump Sum 1.000 23 n Yes r1 Proj Steel Sign Structure - Monopipe Frame, s-39294 8948-0677 Lump Sum 1.000 24 n Yes r1 Proj Steel Sign Structure - Monopipe Frame, s-39295 9000-0001 Lump Sum 1.000 03 n x Proj Health And Safety Plan 9000-0002 Lump Sum 1.000 03 n x Proj Offsite Disposal Of Non-Hazardous Waste, Regulated Fill 9000-0003 Linear Foot 140.000 03 n j1 Proj Moment Slab No.1 9000-0004 Linear Foot 254.000 03 n j1 Proj Moment Slab No.2 9000-0005 Linear Foot 419.000 03 n j1 Proj Moment Slab No.3 9000-0006 Each 1.000 03 n j1, k Proj Barrier To Curb Transition 9000-0007 Linear Foot 165.000 03 n k Proj Remove And Reset Existing Stone Curb 9000-0008 Linear Foot 16.000 03 n k Proj Concrete Mountable Curb Transition 9000-0009 Each 18.000 03 n j1 Proj Concrete Glare Screen, Cast In Place At Light Poles 9000-0010 Each 3.000 03 n j1 Proj Concrete Glare Screen, Cast In Place At Sign Structures 9000-0012 Each 4.000 00 n o1 Proj Flexible Delineator Post, Ground Mount Type Gm-2, Orange Post With White/Blank Sheeting Marker 9000-0013 Each 1.000 00 n p1 Proj t-1 Cctv Camera Communications System 9000-0014 Linear Foot 1,430.000 00 n p1 Proj t-1 Communications Cable 9000-0015 Linear Foot 640.000 00 n p1, p8 Proj Conduit Attached To Structure 9000-0016 Linear Foot 870.000 00 n p, p1, p8 Proj Trench And Backfill In Earth 9000-0017 Each 2.000 03 n j1 Proj Concrete Glare Screen, Cast In Place At Bridge Pier 9000-0027 Linear Foot 594.000 03 n k Proj Cheek Wall 9000-0050 Lump Sum 1.000 04 n q Proj Temporary Protective Pedestrian Tunnel 9000-0051 Each 3.000 03 n x Proj Design & Construct Ada Compliant Wooden Access Ramps 9000-0100 Square Yard 59.000 04 n c1, f Proj Temporary Driveway Adjustment 9000-0122 Dollar 75,000.000 $1.00 $75,000.00 03 y x Proj Incident Management Plan 9000-0152 Lump Sum 1.000 03 n o Proj Driveway Pavement Marking Replacement 9000-0153 Each 20.000 03 n r Proj Logo Sign Mounting, Reset 9000-0154 Each 7.000 03 n r Proj Logo Sign Mounting 9000-0205 Linear Foot 1,145.000 03 n m2 Proj Weighted Sediment Filter Tube 9000-0206 Linear Foot 4,217.000 03 n m2 Proj Compost Filter Sock Diversion Berm 9000-0207 Each 23.000 03 n m2 Proj Rumble Pad Construction Entrance 9000-0209 Each 3.000 03 n c1, m2 Proj Compost Filter Sock Sediment Trap 9000-0210 Each 22.000 03 n h Proj Temporary Flexible Pipe Connector 9000-0211 Lump Sum 1.000 03 n m2 Proj Temporary Stream Crossing No.1 9000-0212 Each 8.000 03 n h Proj Cap Manhole 9000-0213 Each 50.000 03 n k Proj Temporary Inlet Cap 9000-0214 Each 61.000 03 n k, m2 Proj Inlet Filter Bag For Existing Inlet 9000-0215 Pound 5.000 03 n m3 Proj Seeding And Soil Supplements - Formula 1 9000-0216 Each 6.000 03 n h Proj Secure Inlet Grate 9000-0217 Set 3.000 03 n h Proj Type m Concrete Top Unit And Bicycle Safe Grate, On Existing Inlet Box 9000-0221 Each 5.000 03 n h Proj Temporary Pipe Cap 9000-0222 Lump Sum 1.000 03 n c1, h Proj Jack And Bore Storm Sewer Pipe 9000-0225 Linear Foot 1,808.000 03 n h Proj Temporary Pipe 18" 9000-0226 Linear Foot 22.000 03 n h Proj Temporary Pipe 27" 9000-0227 Linear Foot 191.000 03 n h Proj Temporary Pipe 30"x19" 9000-0228 Linear Foot 153.000 03 n h Proj Temporary Pipe 33" 9000-0229 Linear Foot 358.000 03 n h Proj Temporary Pipe 42" 9000-0230 Linear Foot 687.000 03 n h Proj Temporary Pipe 48" 9000-0231 Linear Foot 405.000 03 n h Proj Temporary Pipe 48"x32" 9000-0234 Lump Sum 1.000 03 n h, m2 Proj Temporary Water Diversion System, Tp-2, 4, 5, And 61 9000-0235 Lump Sum 1.000 03 n h, m2 Proj Temporary Water Diversion System, Tp-73, 76, 77, And 78 9000-0237 Each 1.000 03 n k Proj Type b Frame And Grate 9000-0241 Linear Foot 33.000 03 n h Proj 16" Ductile Iron Pipe With Elbow, 100 Year Design Life 9000-0242 Each 1.000 03 n k Proj Type Rw Inlet Box, Height < /= 10' 9000-0243 Each 1.000 03 n k Proj Type Rw Inlet Box, Height > 10' 9000-0244 Linear Foot 30.000 03 n h Proj 12" Ductile Iron Pipe With Elbow, 100 Year Design Life 9000-0245 Each 2.000 03 n h Proj Type d-w Endwall, Variable Size 9000-0246 Cubic Yard 449.000 03 n c1, m2 Proj Engineered Streambed Material 9000-0247 Each 1.000 03 n h Proj s1-Endwall 9000-0248 Each 1.000 03 n h Proj Usbr Type Vi Energy Dissipator 9000-0249 Lump Sum 1.000 03 n m Proj Prospect Street Roundabout Landscaping 9000-0250 Lump Sum 1.000 03 n m Proj Greentree Drive Roundabout Landscaping 9000-0251 Square Foot 990.000 03 n k1, m Proj Roundabout Unit Masonry Assembly 9000-0252 Square Foot 990.000 03 n k1, m Proj Roundabout Cast Stone 9000-0253 Each 12.000 03 n c1 Proj Utility Test Hole 9000-0270 Cubic Yard 3,232.000 03 n m3 Proj Amended Soil 9000-0271 Each 3.000 03 n m2 Proj Stormwater Control Measure Marker 9000-0272 Each 2.000 03 n h2 Proj Underdrain Cap 9000-0273 Linear Foot 733.000 03 n h2 Proj 6" Hdpe Perforated Underdrain Pipe 9000-0274 Linear Foot 63.000 03 n h2 Proj 6" Pvc Cleanout Pipe 9000-0276 Pound 28.000 03 n m3 Proj Bioinfiltration Basin Mix 9000-0277 Each 4.000 03 n m2 Proj Forebay Cleanout Marker 9000-0279 Each 2.000 03 n k Proj Concrete Outlet Structure, Type 4 Inlet Box With Trash Rack 9000-0280 Each 2.000 03 n k Proj Concrete Outlet Structure, Standard Inlet Box With Trash Rack 9000-0285 Each 2.000 03 n x Proj Tree Protection 9000-0288 Lump Sum 1.000 03 n m2 Proj As Constructed Survey-Stream Mitigation 9000-0300 Lump Sum 1.000 03 n x Proj Remove Existing Lighting System 9000-0301 Each 18.000 03 n j1, p8 Proj Barrier Mounted Pole Foundation 9000-0302 Each 23.000 03 n p8 Proj Led Roadway Luminaire, Arm Mount, 50' Mh 9000-0303 Each 29.000 03 n p8 Proj Led Roadway Luminaire, Arm Mount, 30' Mh 9000-0304 Each 43.000 92** n p8 Proj Led Roadway Luminaire, Decorative Pendant 9000-0305 Each 2.000 03 n p8 Proj Wall Mounted Led Luminaire 9000-0350 Each 1.000 03 n p3 Proj Cellular Router 9000-0390 Lump Sum 1.000 03 n x Proj Removal Of Steel Sign Structure - Cantilever 9000-0391 Lump Sum 1.000 03 n x Proj Removal Of Steel Sign Structure - Overhead 9000-0392 Lump Sum 1.000 03 n x Proj Removal Of Steel Sign Structure - Overhead 9000-0400 Square Yard 2,948.000 06 n s9 Proj Mechanically Grooving Bridge Deck Surface 9000-0401 Lump Sum 1.000 06 n u Proj Vibration Monitoring 9000-0450 Cubic Yard 30.000 07 n c1 Proj Overexcavation And Backfill With Class c Concrete 9000-0452 Square Yard 1,360.000 07 n s9 Proj Mechanically Grooving Bridge Deck Surface 9000-0499 Dollar 10,000.000 $1.00 $10,000.00 03 y h, m2 Proj Unforeseen Stormwater Management 9000-0614 Cubic Yard 49.000 07 n c1, m2 Proj Class 1a Excavation With Coarse Aggregate Backfill 9000-0620 Pound 1.000 03 n m3 Proj Seed-Custom Wetland Mixture Facw 9000-0621 Pound 10.000 03 n m3 Proj Seed-Custom Riparian Buffer Mixture 9000-0622 Square Yard 949.000 03 n m2 Proj Temporary Extended-Term, Rolled Erosion Control Product, Type 3b, Without Plastic Netting 9000-0623 Each 2.000 03 n n Proj Silky Dogwood - (2' Ht., b&b) 9000-0624 Each 380.000 03 n n Proj Live Cuttings 9000-0625 Cubic Yard 45.000 03 n n Proj Rock, Class r-6, Stream 9000-0626 Cubic Yard 62.000 03 n n Proj Rock, Class r-7, Stream 9000-1000 Lump Sum 1.000 50 n c1, h Proj Incorporated Sanitary Sewer Work 9000-2000 Lump Sum 1.000 60 n c1, h1 Proj Incorporated Water Main Work 9000-2627 Linear Foot 827.000 03 n j1 Proj Concrete Barrier, Test Level 3, Barrier Deflection Distance < /=2', Slotted 9000-3000 Lump Sum 1.000 52 n x Proj Maintenance Bond For Water And Sewer Work 9000-3002 Linear Foot 75.000 16 n c6, s5, u1 Proj Unforeseen Rock Drilling, s-39530 9000-3003 Linear Foot 145.000 13 n c6, s5, u1 Proj Predrilling For Unforseen Obstructions, Obstruction Drilling, s-39827 9000-3004 Linear Foot 72.000 14 n c6, s5, u1 Proj Predrilling For Unforseen Obstructions, Obstruction Drilling, s-39838 9000-3005 Linear Foot 87.000 15 n c6, s5, u1 Proj Predrilling For Unforseen Obstructions, Obstruction Drilling, s-39901 9000-3006 Linear Foot 72.000 12 n c6, s5, u1 Proj Predrilling For Unforseen Obstructions, Obstruction Drilling, s-39826 9000-3103 Each 40.000 06 n u Proj Cast-In-Place Concrete Pile Tip Reinforcement 9000-4101 Linear Foot 516.000 13 n s5, u1 Proj 36" Diameter Drilled Shaft, Rock Socket, s-39827 9000-4102 Linear Foot 203.000 13 n s5, u1 Proj 42" Diameter Drilled Shaft, Rock Socket, s-39827 9000-4103 Linear Foot 95.000 14 n s5, u1 Proj 36" Diameter Drilled Shaft, Rock Socket, s-39838 9000-4104 Linear Foot 83.000 14 n s5, u1 Proj 42" Diameter Drilled Shaft, Rock Socket, s-39838 9000-4105 Linear Foot 113.000 15 n s5, u1 Proj 36" Diameter Drilled Shaft, Rock Socket, s-39901 9000-4201 Linear Foot 910.000 12 n s5, u1 Proj 36" Diameter Drilled Shaft, Shaft Section In Soil, s-39826 9000-4202 Linear Foot 520.000 12 n s5, u1 Proj 42" Diameter Drilled Shaft, Shaft Section In Soil, s-39826 9000-4203 Linear Foot 977.000 13 n s5, u1 Proj 36" Diameter Drilled Shaft, Shaft Section In Soil, s-39827 9000-4204 Linear Foot 806.000 13 n s5, u1 Proj 42" Diameter Drilled Shaft, Shaft Section In Soil, s-39827 9000-4205 Linear Foot 391.000 13 n s5, u1 Proj 48" Diameter Drilled Shaft, Shaft Section In Soil, s-39827 9000-4206 Linear Foot 729.000 14 n s5, u1 Proj 36" Diameter Drilled Shaft, Shaft Section In Soil, s-39838 9000-4207 Linear Foot 267.000 14 n s5, u1 Proj 42" Diameter Drilled Shaft, Shaft Section In Soil, s-39838 9000-4208 Linear Foot 267.000 14 n s5, u1 Proj 48" Diameter Drilled Shaft, Shaft Section In Soil, s-39838 9000-4209 Linear Foot 511.000 15 n s5, u1 Proj 36" Diameter Drilled Shaft, Shaft Section In Soil, s-39901 9000-4210 Linear Foot 1,118.000 15 n s5, u1 Proj 42" Diameter Drilled Shaft, Shaft Section In Soil, s-39901 9000-4301 Linear Foot 407.000 12 n c6, s5, u1 Proj 36" Diameter, Drilling Through Soil, s-39826 9000-4302 Linear Foot 299.000 12 n c6, s5, u1 Proj 42" Diameter, Drilling Through Soil, s-39826 9000-4303 Linear Foot 476.000 13 n c6, s5, u1 Proj 36" Diameter, Drilling Through Soil, s-39827 9000-4304 Linear Foot 1,085.000 13 n c6, s5, u1 Proj 42" Diameter, Drilling Through Soil, s-39827 9000-4305 Linear Foot 621.000 13 n c6, s5, u1 Proj 48" Diameter, Drilling Through Soil, s-39827 9000-4306 Linear Foot 427.000 14 n c6, s5, u1 Proj 36" Diameter, Drilling Through Soil, s-39838 9000-4307 Linear Foot 191.000 14 n c6, s5, u1 Proj 42" Diameter, Drilling Through Soil, s-39838 9000-4308 Linear Foot 231.000 14 n c6, s5, u1 Proj 48" Diameter, Drilling Through Soil, s-39838 9000-4309 Linear Foot 264.000 15 n c6, s5, u1 Proj 36" Diameter, Drilling Through Soil,s-39901 9000-4310 Linear Foot 707.000 15 n c6, s5, u1 Proj 42" Diameter, Drilling Through Soil,s-39901 9000-4401 Linear Foot 175.000 13 n c6, s5, u1 Proj 36" Diameter, Drilling Through Rock, s-39827 9000-4508 Linear Foot 51.000 24 n r1, u1 Proj 48" Diameter Drilled Caissons, Shaft Section In Soil, s-39295 9203-0101 Lump Sum 1.000 06 n c1, s5 Std Temporary Excavation Support And Protection System, s-35465 9203-0102 Lump Sum 1.000 25 n c1, s5 Std Temporary Excavation Support And Protection System, s-39741 9203-0103 Lump Sum 1.000 19 n c1, s5 Std Temporary Excavation Support And Protection System, s-39740 9203-0105 Lump Sum 1.000 11 n c1, s5 Std Temporary Excavation Support And Protection System, s-39529 9203-0106 Lump Sum 1.000 03 n c1, s5 Std Temporary Excavation Support And Protection System, Moment Slab 2 9203-0107 Lump Sum 1.000 03 n c1, s5 Std Temporary Excavation Support And Protection System, Moment Slab 3 9203-0108 Lump Sum 1.000 03 n c1, s5 Std Temporary Excavation Support And Protection System, Rce 7 9203-0109 Lump Sum 1.000 03 n c1, s5 Std Temporary Excavation Support And Protection System, Rce 4 9203-2101 Lump Sum 1.000 07 n c1, s5 Std Temporary Excavation Support And Protection System, s-35466 9694-0002 Each 51.000 03 n x Std Design Of Concrete Curb Ramps [By Ramp] 9694-0010 Square Yard 460.000 03 n k Std

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.