Bridge Group U

PennDOT proposed to replace and rehabilitate 7 bridges in this group. Current structures will be replaced with precast concrete box culverts with structure mounted guide rails. Structures to be repaired will be brought up to current standards, repaved, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 2069, 3003, 3003, 3020, 3107, 4047, And 2046, Section Hbu, in Bucks, Chester, and Montgomery Counties. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0003 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0004 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0005 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0006 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0007 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 4,747.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 12.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 98.000 13 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 160.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 133.000 01 n c1 Foreign Borrow Excavation 0205-0292 Cubic Yard 42.000 13 n c1, s4 Structure Backfill 0212-0001 Linear Foot 1,271.000 01 n c3, h, m2 Geotextile, Class 1 0212-0008 Square Yard 311.000 01 n c3, h, m2 Geotextile, Class 3, Type b 0212-0014 Square Yard 1,740.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 1,846.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0337 Ton 29.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0313-0422 Square Yard 505.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0423 Square Yard 824.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0428 Square Yard 508.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0313-0437 Ton 31.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 3,683.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 313.000 01 n c, e Subbase (No. 2a) 0350-0121 Ton 29.000 01 n c, e Subbase (No. 2a) 0413-0179 Square Yard 1,664.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-m 0413-0180 Square Yard 411.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-l 0413-0245 Square Yard 1,094.000 01 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 0413-0246 Square Yard 961.000 01 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-g 0413-1018 Ton 1.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-2058 Ton 2.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-2072 Ton 4.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-6045 Square Yard 1,891.000 01 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 10.000 01 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 1,322.000 01 n f4 Asphalt Tack Coat 0491-0012 Square Yard 83.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 144.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0601-0311 Linear Foot 15.000 01 n h 12" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0601-0312 Linear Foot 15.000 01 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-0312 Linear Foot 98.000 01 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-7308 Linear Foot 98.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill 0601-7308 Linear Foot 12.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill e 0601-7313 Linear Foot 7.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0313 Linear Foot 7.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-7313 Linear Foot 103.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0313 Linear Foot 103.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-4363 Linear Foot 103.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 0601-7371 Linear Foot 15.000 01 n h 48" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0605-2401 Set 1.000 01 n k Manhole Frame And Cover 0605-2780 Set 1.000 01 n k Type m Frame And Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 0605-3010 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0608-0001 Lump Sum 1.000 11 n x Mobilization 0609-0003 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0610-7001 Linear Foot 1,271.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 186.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 9.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0618-0021 Each 1.000 01 n h Concrete Collar For 15" Pipe Extension 0619-0459 Each 14.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 5.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) , Colored Brown 0620-0012 Each 4.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 4620-0012 Each 1.000 01 n Yes j Proj Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement , Colored Brown 0620-0400 Each 6.000 01 n j Terminal Section, Single 4620-0400 Each 2.000 01 n Yes j Proj Terminal Section, Single , Colored Brown 0620-0503 Linear Foot 1,027.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 929.000 01 n j Type 31-s Guide Rail 4620-1600 Linear Foot 342.000 01 n Yes j Proj Type 31-s Guide Rail , Colored Brown 4620-1601 Linear Foot 32.000 01 n Yes j Proj Type 31-s Guide Rail With 7` Extra Length Posts , Colored Brown 0620-1602 Linear Foot 150.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 282.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 75.000 01 n Yes j Proj Type 31-Sc Guide Rail , Colored Brown 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 4620-1670 Each 1.000 01 n Yes j Proj Type 31-Strong Post In-Line Anchor , Colored Brown 0630-0010 Linear Foot 3.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0660-0022 Linear Foot 159.000 01 n f3 Milled Centerline Rumble Strips Type 2 0677-0001 Cubic Yard 18.000 01 n c1, e Selected Material Surfacing 0680-0121 Square Yard 28.000 13 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0001 Each 32.000 01 n x Right-Of-Way Monuments 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0703-0025 Cubic Yard 54.000 01** n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 1,074.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 74.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 345.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 117.000 01 n m3 Seeding - Formula e 0804-0020 Pound 66.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 7.000 01 n m3 Mulching - Straw 0805-0044 Square Yard 70.000 01 n m3 Mulching - Spent Mushroom Soil Compost 0805-0050 Square Yard 70.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 4,982.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0140 Square Yard 442.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0810-0027 Linear Foot 1,070.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 4.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 317.000 01 n j2, m Temporary Protective Fence 0850-0031 Cubic Yard 205.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 317.000 01 n c1 Rock, Class r-4 0850-0034 Cubic Yard 56.000 01 n c1 Rock, Class r-6 0855-0003 Each 7.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 6.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0865-0003 Linear Foot 110.000 01 n m2 Silt Barrier Fence, 30" Height 0867-0012 Linear Foot 2,095.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 407.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0004 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0005 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0007 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0009 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 630.000 12 n q Additional Warning Lights, Type b 0901-0240 Square Foot 380.000 12 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 130.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 14.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0111 Each 45.000 01 n j, r Guide Rail Mounted Delineator Type Cs, (w/w) 0937-0113 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0114 Each 65.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 8.000 01 n r Reset Post Mounted Signs, Type f 0960-0001 Linear Foot 2,362.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 2,408.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0964-0001 Linear Foot 148.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 148.000 01 n o 4" Yellow Epoxy Pavement Markings 0966-0011 Each 5.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0971-0001 Each 17.000 01 n r Remove Post Mounted Signs, Type b 1001-0611 Linear Foot 130.000 13 n t7 6" Structure Foundation Drain 1001-1020 Cubic Yard 34.000 13 n s9 Class Aaap Cement Concrete Lightweight (Lw) 5001-1080 Cubic Yard 11.000 13 n Yes s2 Proj Class Aa Cement Concrete , Lightweight, s-37792 1001-1120 Cubic Yard 8.000 13 n s2 Class a Cement Concrete 1001-1140 Cubic Yard 8.000 13 n k Class c Cement Concrete 1002-0052 Pound 15,130.000 13 n s7 Reinforcement Bars, Epoxy Coated 5018-0001 Lump Sum 1.000 02 n Yes t1 Proj Removal Of Existing Bridge , s-37789 5018-0002 Lump Sum 1.000 03 n Yes t1 Proj Removal Of Existing Bridge , s-37790 5018-0003 Lump Sum 1.000 04 n Yes t1 Proj Removal Of Existing Bridge , s-37791 5018-0005 Lump Sum 1.000 06 n Yes t1 Proj Removal Of Existing Bridge , s-37793 5018-0007 Lump Sum 1.000 08 n Yes t1 Proj Removal Of Existing Bridge , s-37796 5018-0056 Lump Sum 1.000 13 n Yes t1 Proj Removal Of Portion Of Existing Bridge , s-37792 5018-0066 Lump Sum 1.000 05 n Yes c1, t1 Proj Removal Of Existing Culvert s-32838, Modified 1019-0050 Square Yard 157.000 13 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1050-0085 Each 5.000 13 n t5 Laminated Neoprene Bearing Pad 1050-0089 Each 1,066.000 13 n t8 Shear Connectors 1050-0094 Each 6.000 13 n t7 Scupper, Type 1 5070-0200 Lump Sum 1.000 13 n Yes v Proj Painting Existing Structural Steel , s-37792 1072-0100 Lump Sum 1.000 13 n v2 Containment 1072-0200 Lump Sum 1.000 13 n x Waste Management 1072-0300 Lump Sum 1.000 13 n v2 Worker Health And Safety 5088-0001 Linear Foot 155.000 13 n Yes j Proj Pa Type 10m Bridge Barrier , Colored Brown, s-37792 e 8420-0106 Lump Sum 1.000 05 n Yes s1, s4 Std Cast-In-Place Reinforced Concrete Rigid Frame, As Designed, s-32838 a 1002-0052 Pound 15,700.000 05 n s7 Reinforcement Bars, Epoxy Coated o 8420-0116 Lump Sum 1.000 05 n s1, s4 Std Precast Reinforced Concrete Rigid Frame And Cast-In-Place Wingwalls, s-32838a o 8420-0126 Lump Sum 1.000 05 n s1, s4 Std Precast Reinforced Concrete Rigid Frame And Wingwalls, s-32838a e 8510-0001 Lump Sum 1.000 02 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37789 a 1002-0190 Pound 2,155.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0011 Lump Sum 1.000 02 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-37789a o 8520-0001 Lump Sum 1.000 02 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-37789a e 8510-0002 Lump Sum 1.000 03 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37790 a 1002-0191 Pound 2,515.000 03 n s7 Reinforcement Bars, Epoxy Coated o 8510-0012 Lump Sum 1.000 03 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-37790a o 8520-0002 Lump Sum 1.000 03 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-37790a e 8510-0003 Lump Sum 1.000 04 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37791 a 1002-0192 Pound 2,725.000 04 n s7 Reinforcement Bars, Epoxy Coated o 8510-0013 Lump Sum 1.000 04 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-37791a o 8520-0003 Lump Sum 1.000 04 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-37791a e 8510-0005 Lump Sum 1.000 06 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37793 a 1002-0194 Pound 2,855.000 06 n s7 Reinforcement Bars, Epoxy Coated o 8510-0015 Lump Sum 1.000 06 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-37793a o 8520-0005 Lump Sum 1.000 06 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-37793a e 8510-0007 Lump Sum 1.000 08 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37796 a 1002-0196 Pound 2,230.000 08 n s7 Reinforcement Bars, Epoxy Coated o 8510-0017 Lump Sum 1.000 08 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-37796a o 8520-0007 Lump Sum 1.000 08 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-37796a 9000-0100 Cubic Yard 10.000 02 n c1 Proj Over-Excavation And Backfill With No. 8 Coarse Aggregate, s-37789 9000-0150 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-37789 e 9000-0151 Lump Sum 1.000 01 n m2 Proj Temporary 24" Stream Diversion Pipe System, s-37789 o 9000-0152 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37789 9000-0154 Square Yard 38.000 01 n m2 Proj Wood Mat For Wetland Crossing, s-37789 9000-0160 Each 1.000 01 n z Proj Piezometer Abandonment - Parcel 2, s-37789 9000-0200 Cubic Yard 10.000 03 n c1 Proj Over-Excavation And Backfill With No. 8 Coarse Aggregate, s-37790 9000-0250 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-37790 e 9000-0251 Lump Sum 1.000 01 n m2 Proj Temporary 48" Stream Diversion Pipe System, s-37790 o 9000-0252 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37790 9000-0260 Each 1.000 01 n m, m1 Proj Selective Tree Removal - Parcel 5, s-37790 9000-0270 Each 1.000 01 n p Proj Temporary Timing Change, s-37790 9000-0300 Cubic Yard 10.000 04 n c1 Proj Over-Excavation And Backfill With No. 8 Coarse Aggregate, s-37791 9000-0301 Each 1.000 04 n x Proj Conserve And Reset Historic Bridge Plaque, s-37791 9000-0350 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-37791 e 9000-0351 Lump Sum 1.000 01 n m2 Proj Temporary 42" Stream Diversion Pipe System, s-37791 o 9000-0352 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37791 9000-0401 Pound 11,558.000 13 n s2, t3, t4 Proj Fabricated Structural Steel, Repairs, Truss, s-37792 9000-0402 Pound 12,007.000 13 n s2, t3, t4 Proj Fabricated Structural Steel, Repairs, Floorbeam, s-37792 9000-0403 Each 248.000 13 n s2, t3 Proj Replace Existing Fastener, s-37792 9000-0404 Dollar 30,000.000 $1.00 $30,000.00 13 y s2, t3, t4 Proj Miscellaneous Steel Repairs, s-37792 9000-0405 Linear Foot 100.000 13 n s2, t5 Proj Caulking Existing Structural Steel, s-37792 9000-0406 Square Foot 242.000 13 n k1, s2 Proj Dismantle And Reconstruct Portion Of Stone Masonry Abutment, s-37792 9000-0407 Square Foot 873.000 13 n k1, s2 Proj Masonry Repointing, s-37792 9000-0408 Lump Sum 1.000 13 n s2, t1, t3 Proj Removal And Resetting Of Existing Truss, s-37792 9000-0409 Lump Sum 1.000 13 n x Proj Working Platform, s-37792 9000-0410 Each 1.000 13 n s2, t1 Proj Conserve And Reset Historic Bridge Plaque, s-37792 9000-0411 Cubic Yard 21.000 13 n c1, s2 Proj Rock Class r-6 Choked With Rock Class r-4 And Streambed Material, s-37792 9000-0412 Square Foot 335.000 13 n k1, k2, s2 Proj Graffiti Removal, s-37792 9000-0416 Cubic Yard 15.000 01 n c1, s2 Proj Slush Grouted Rock, Class r-4, s-37792 9000-0440 Each 3.000 01 n j Proj Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement, Modified, Colored Brown, s-37792 9000-0441 Each 1.000 01 n j Proj Thrie-Beam Terminal Section, Single, Colored Brown, s-37792 9000-0450 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-37792 9000-0452 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37792 9000-0453 Cubic Yard 53.000 01 n c1, s2 Proj Partially Grouted Rock, Class r-6, s-37792 9000-0500 Cubic Yard 10.000 06 n c1 Proj Over-Excavation And Backfill With No. 8 Coarse Aggregate, s-37793 9000-0550 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-37793 e 9000-0551 Lump Sum 1.000 01 n m2 Proj Temporary 24" Stream Diversion Pipe System, s-37793 o 9000-0552 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37793 9000-0554 Square Yard 36.000 01 n m2 Proj Wood Mat For Wetland Crossing, s-37793 9000-0560 Linear Foot 170.000 01 n j, j2, p8 Proj Relocate Private Electric Fence - Parcel 2, s-37793 9000-0700 Cubic Yard 10.000 08 n c1 Proj Over-Excavation And Backfill With No. 8 Coarse Aggregate, s-37796 9000-0750 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-37796 e 9000-0751 Lump Sum 1.000 01 n m2 Proj Temporary 24" Stream Diversion Pipe System, s-37796 o 9000-0752 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37796 9000-0760 Linear Foot 98.000 01 n j, j2 Proj Relocate Private Fence - Parcel 2, s-37796 9000-0761 Each 3.000 01 n m Proj Tree Planting - Parcel 2, s-37796 9000-0900 Cubic Yard 10.000 05 n c1 Proj Over Excavation And Replacement With Class c Cement Concrete, s-32838 9000-0912 Cubic Yard 28.000 05 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-32838 9000-0950 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-32838 9000-0953 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-32838 9000-0955 Dollar 15,000.000 $1.00 $15,000.00 01 y x Proj Qualified Bog Turtle Surveyor, s-32838 9000-0956 Hour 50.000 01 n x Proj e&s Control Supervisor, s-32838 9000-0970 Each 1.000 12 n p Proj Existing Traffic Signal Retiming, s-32838 9000-4997 Each 7.000 01 n r Std Covid-19 Safety Plan Sign 9000-4998 Dollar 10,000.000 $1.00 $10,000.00 14 y x Proj Off Duty Uniformed Police Officer 9000-4999 Dollar 1,500,000.000 $1.00 $1,500,000.00 14 y s1, s2 Proj On Demand Priority Bridge Repairs 9203-0106 Lump Sum 1.000 05 n c1, s5 Std Temporary Excavation Support And Protection System, s-32838 9600-9025 Dollar 15,000.000 $1.00 $15,000.00 12 y f Std Repair Of Local Roads

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.