US 30 Over Campbell Run-A

This project includes the replacement or rehabilitation of 6 structures in Franklin County under staged construction as follows: Minor roadway approach work and other miscellaneous construction is included for each project as indicated on the approved drawings included in the bid package for the replacement of the existing single span concrete T-beam bridge over a Branch of Campbell Run on STATE ROUTE 0030, Section 116, In Franklin County, Saint Thomas Township, from Segment 0200 Offset 1674 to Segment 0210 Offset 1169, for an overall project length of 2345.00 linear feet (0.444 mile) and, the replacement of the existing 60 inch pipe culvert over a Tributary to Campbell Run on state route 0030, section 134, in franklin county, saint thomas township, from Segment 0210 Offset 2086 to Segment 0210 Offset 2616, for an overall project length of 330.00 linear feet (0.063 mile) and, the replacement of the existing single span concrete T-beam bridge over a Tributary to Back Creek on State Route 0030, Section 117, In Franklin County, Saint Thomas Township,, from Segment 0250 Offset 2423 to Segment 0260 Offset 1748, for an overall project length of 1,654.79 linear feet (0.313 mile) and, the rehabilitation of the existing concrete arch culvert over a Tributary to Back Creek on State Route 0030, Section 117, In Franklin County, Saint Thomas Township, from Segment 0260 Offset 1820 to Segment 0270 Offset 0330, for an overall project length of 450.00 linear feet (0.085 mile) and, the rehabilitation of the existing concrete arch culvert over a Tributary to Back Creek on State Route 0030, Section 120, In Franklin County, Hamilton Township, from Segment 0300 Offset 1831 to Segment 0310 Offset 0318, for an overall project length of 535.00 linear feet (0.101 mile) and, the replacement of the existing concrete arch culvert over a Tributary to Back Creek on State Route 0030, Section 121, In Franklin County, Hamilton Township, from Segment 0330 Offset 1136 to Segment 0340 Offset 0383, for an overall project length of 2,035.00 linear feet (0.385 mile). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 06 n a Clearing And Grubbing 0201-0003 Lump Sum 1.000 02 n a Clearing And Grubbing 0201-0004 Lump Sum 1.000 03 n a Clearing And Grubbing 0201-0005 Lump Sum 1.000 04 n a Clearing And Grubbing 0201-0006 Lump Sum 1.000 05 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Proj Demolition 0202-0002 Lump Sum 1.000 06 n b Proj Demolition 0202-0003 Lump Sum 1.000 06 n b Proj Demolition 0202-0004 Lump Sum 1.000 02 n b Proj Demolition 0203-0001 Cubic Yard 10,358.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 633.000 01** n c1 Class 1b Excavation 0204-0001 Cubic Yard 58.000 01** n c1, h Class 2 Excavation 0204-0100 Cubic Yard 7.000 23 n c1, s1, t1 Class 3 Excavation 0204-0101 Cubic Yard 59.000 24 n c1, s1, t Class 3 Excavation 0204-0150 Cubic Yard 71.000 01** n c1, h, s Class 4 Excavation 0205-0264 Cubic Yard 750.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 4205-0268 Cubic Yard 200.000 21 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-8 (Choked With Rock, Class r-4) 0206-0010 Ton 176.000 01** n c1 Select Granular Material (2rc) 0212-0001 Linear Foot 4,177.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 6,236.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0220-0020 Cubic Yard 108.000 02** n k1 Flowable Backfill, Type c 0311-0434 Square Yard 1,936.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 10 " Depth 0311-0435 Square Yard 2,209.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 11 " Depth 0311-0436 Square Yard 3,985.000 02** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 12 " Depth 0316-0437 Ton 6.000 02 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 6,794.000 01** n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 48.000 05 n c, e Subbase (No. 2a) 0411-0452 Square Yard 32,191.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 0411-6450 Square Yard 6,286.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 38,477.000 01** n f4 Bituminous Tack Coat 0461-0001 Square Yard 1,618.000 01** n f4 Bituminous Prime Coat 0491-0013 Square Yard 317.000 01** n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 92.000 03 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0505-0001 Square Yard 300.000 21 n g, g1 Bridge Approach Slab 0601-0353 Linear Foot 60.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill 0601-5430 Cubic Yard 2.000 02 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-7097 Linear Foot 12.000 02 n h 72" Reinforced Concrete Pipe, Type a, 10` - 1.5` Fill, 100 Year Design Life 0601-7510 Linear Foot 48.000 02 n h 18" Reinforced Concrete Pipe, Type a, 10` - 7` Fill, Shore/Trench Box, 100 Year Design Life 0605-2620 Each 2.000 01** n k Type d-w Endwall 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-7002 Linear Foot 4,177.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 330.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 22.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 22.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-0602 Each 1.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe 0616-1202 Each 1.000 02 n h Concrete End Sections For 18" Pipe 0619-0459 Each 8.000 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 6.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 2,602.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 4.000 01** n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 613.000 05** n j Type 31-s Guide Rail 0620-1602 Linear Foot 1,488.000 01** n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 25.000 05 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 188.000 01** n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1635 Linear Foot 88.000 05 n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 63.000 01 n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0620-1670 Each 2.000 05 n j Type 31-Strong Post In-Line Anchor 4620-1670 Each 2.000 01** n Yes j Proj Type 31-Strong Post In-Line Anchor (With 8` Extra Length Posts) 0627-3019 Linear Foot 1,205.000 01** n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 1,140.000 01** n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0643-0001 Linear Foot 110.000 01** n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 70.000 01** n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0677-0001 Cubic Yard 25.000 01** n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0052 Lump Sum 1.000 02 n x Construction Surveying, Type d 0686-0055 Lump Sum 1.000 05 n x Construction Surveying, Type d 0686-0060 Lump Sum 1.000 06 n x Construction Surveying, Type d, Modified 0686-0061 Lump Sum 1.000 03 n x Construction Surveying, Type d, Modified 0686-0062 Lump Sum 1.000 04 n x Construction Surveying, Type d, Modified 0689-0005 Lump Sum 1.000 06 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 08 y x Internal Facilitation 0696-0610 Each 6.000 01** n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 6.000 01** n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 968.000 01** n c1, h No. 1 Coarse Aggregate 0703-0022 Cubic Yard 11.000 24 n c1, h No. 8 Coarse Aggregate 0703-0024 Cubic Yard 19.000 24 n c1, h No. 2a Coarse Aggregate 0802-0001 Cubic Yard 291.000 01** n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 7.000 06 n c1, m Placing Stockpiled Topsoil 0804-0011 Pound 114.000 01** n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 725.000 01** n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 167.000 01** n m3 Seeding - Formula e 0804-0021 Pound 11.000 01** n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 7.000 01** n m3 Mulching - Straw 0806-0121 Square Yard 8,965.000 01** n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 4806-0121 Square Yard 38.000 06 n Yes m2 Proj Temporary Extended-Term, Rolled Erosion Control Product, Type 3b (In-Stream Treatment 0806-0141 Square Yard 12,273.000 01** n m2 Permanent Rolled Erosion Control Product, Type 5b 0810-0052 Each 105.000 01** n a, m1 Selective Tree Removal 0811-0003 Linear Foot 979.000 01** n j2, m Temporary Protective Fence 0845-0001 Dollar 6,000.000 $1.00 $6,000.00 01** y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 11.000 01** n c1 Rock, Class r-4 4850-0034 Cubic Yard 26.000 06** n Yes c1 Proj Rock, Class r-6 (Grouted With Class a Cement Concrete) 0850-0036 Cubic Yard 186.000 22** n c1 Rock, Class r-8 4850-0036 Cubic Yard 42.000 24 n Yes c1 Proj Rock, Class r-8 (Choked With Rock, Class r-4) 0855-0003 Each 8.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 16.000 01** n m2 Replacement Pumped Water Filter Bag 0856-0001 Each 8.000 01** n c1 Removal Sediment And Rock Barrier 0867-0012 Linear Foot 329.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 1,988.000 01** n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 737.000 03** n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 256.000 04** n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 06 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 300.000 01** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 15,110.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 11,930.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 1,350.000 01** n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0360 Each 349.000 01** n o1, q Temporary Nonplowable Raised Pavement Marker, (Two Way y/y) 0901-0451 Each 2.000 06 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 39.000 01** n r Post Mounted Signs, Type b 0937-0339 Each 3.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 4.000 01** n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 11,930.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 15,110.000 01** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,763.000 01** n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 39,360.000 01** n o2, o3 4" Pavement Marking Removal 0963-0010 Each 28.000 01** n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 23,324.000 01** n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 43,190.000 01** n o 4" Yellow Epoxy Pavement Markings 0965-0224 Each 30.000 01** n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 1001-0730 Cubic Yard 66.000 24 n c1, s4 Selected Borrow Excavation, Structure Backfill 1001-0920 Cubic Yard 22.000 23 n s2 Class a Cement Concrete 1001-0921 Cubic Yard 47.000 24 n s2 Class a Cement Concrete 1002-0190 Pound 1,700.000 23 n s7 Reinforcement Bars, Epoxy Coated 1002-0191 Pound 4,500.000 24 n s7 Reinforcement Bars, Epoxy Coated 5018-0001 Lump Sum 1.000 21 n Yes t1 Proj Removal Of Existing Bridge (s-38565) 5018-0002 Lump Sum 1.000 22 n Yes t1 Proj Removal Of Existing Bridge (s-35868) 5018-0060 Lump Sum 1.000 25 n Yes c1, t1 Proj Removal Of Existing Culvert (s-35871) 5018-0070 Lump Sum 1.000 24 n Yes c1, t1 Proj Removal Of Portion Of Existing Culvert (s-38570) 1999-9999 Hour 1,000.000 09 n z Std Trainees e 8010-0001 Lump Sum 1.000 21 n Yes s1 Std Bridge Structure, As Designed, s-38565 a 1002-0052 Pound 49,200.000 21 n s7 Reinforcement Bars, Epoxy Coated a 1002-0138 Each 74.000 21 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 157.000 21 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0142 Each 8.000 21 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a 1002-0146 Each 10.000 21 n s7 Mechanical Splice System For No. 7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 210.000 21 n s7 Stainless Steel Reinforcement Bars a 1019-0050 Square Yard 264.000 21 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8000-0001 Lump Sum 1.000 21 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 21 n s1 Std Steel Bridge Structure e 8510-0001 Lump Sum 1.000 22 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38568 a 1002-0053 Pound 10,900.000 22 n s7 Reinforcement Bars, Epoxy Coated o 8520-0001 Lump Sum 1.000 22 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0002 Lump Sum 1.000 25 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38571 a 1002-0192 Pound 5,900.000 25 n s7 Reinforcement Bars, Epoxy Coated o 8520-0002 Lump Sum 1.000 25 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Linear Foot 3,422.000 01** n m2 Proj Sawcutting 9000-0002 Each 1.000 03 n x Proj Remove And Reset Existing Mailbox 9000-0003 Lump Sum 1.000 06 n h, s4 Proj 72" Jack And Bored Reinforced Concrete Pipe Culvert With Baffles And Type d-w Endwall 9000-0004 Linear Foot 115.000 06 n x Proj Remove And Reset Existing 4` High Wire Fence 9000-0005 Linear Foot 1.000 01 n m2 Proj Temporary Stream Diversion, s-38565 9000-0007 Linear Foot 118.000 01** n h Proj Temporary 18" Pipe 9000-0008 Linear Foot 114.000 23 n s4 Proj Corrugated Structural Aluminum Plate Arch Liner, s-38569 9000-0009 Linear Foot 147.000 24 n s4 Proj Corrugated Structural Aluminum Plate Arch Liner, s-38570 9000-0010 Each 820.000 23 n s7 Proj Adhesive Anchor, No. 5 Bar, s-38569 9000-0011 Each 630.000 24 n s7 Proj Adhesive Anchor, No. 5 Bar, s-38570 9000-0012 Cubic Yard 20.000 21 n c1 Proj Overexcavation And Backfill With Class c Cement Concrete, s-38565 9000-0013 Cubic Yard 10.000 22 n c1 Proj Overexcavation And Backfill With No. 8 Coarse Aggregate, s-38568 9000-0014 Cubic Yard 5.000 24 n c1 Proj Overexcavation And Backfill With No. 8 Coarse Aggregate, s-38570 9000-0015 Cubic Yard 10.000 25 n c1 Proj Overexcavation And Backfill With No. 8 Coarse Aggregate, s-38571 9000-0016 Cubic Yard 4.000 23 n c1 Proj Stockpiling And Placement Of Streambed Material At Culvert, s-38569 9000-0017 Cubic Yard 4.000 24 n c1 Proj Stockpiling And Placement Of Streambed Material At Culvert, s-38570 9000-0018 Pound 13.000 06 n m3 Proj Riparian Buffer Mix 9000-0019 Each 468.000 06 n m Proj Live Stake/Tubeling 9000-0020 Linear Foot 61.000 01** n j Proj Nested Guide Rail Element Fastened On Existing Bridge Parapet 9000-0022 Lump Sum 1.000 06 n c1 Proj Riffle And Pool Grade Control 9000-0023 Lump Sum 1.000 06 n c1 Proj Establishment And Maintenance Period Of Stream Relocation 9000-0024 Cubic Yard 39.000 06 n c1 Proj Class 1 Excavation (Stockpile Streambed Material) 9000-0025 Cubic Yard 82.000 01** n c1 Proj Class 1 Excavation (Hydric Soils In Wetlands) 9000-0026 Each 1.000 06 n m2 Proj Temporary Pump Bypass System 9000-0027 Each 1.000 02 n m2 Proj Temporary Pump Bypass System, s-38568 9000-0028 Each 1.000 03 n m2 Proj Temporary Pump Bypass System, s-38569 9000-0029 Each 1.000 04 n m2 Proj Temporary Pump Bypass System, s-38570 9000-0030 Each 1.000 05 n m2 Proj Temporary Pump Bypass System, s-38571 9000-0031 Lump Sum 1.000 01 n x Proj Video Log Of Township Roads 9000-0032 Ton 851.000 01 n x Proj Repair Of Township Road 9000-0100 Linear Foot 340.000 63** n h Proj 6-Inch Diameter c-900 Dr-18 Pvc Pipe 9000-0101 Linear Foot 75.000 63** n h Proj Stream Crossing Concrete Encasement 9000-0102 Cubic Yard 22.000 63** n h Proj Concrete Encasement/Cradle/Thrust Blocking 9000-0103 Each 6.000 63 n h Proj 6-Inch 45-Degree Bend, Dimj With Mechanical Joint Restraints 9000-0104 Each 3.000 63 n h Proj 6-Inch 22 1/2-Degree Bend, Dimj With Mechanical Joint Restraints 9000-0105 Each 1.000 63 n h Proj 6-Inch 11 1/4-Degree Bend, Dimj With Mechanical Joint Restraints 9000-0106 Each 4.000 63** n h Proj 6-Inch Cap, Dimj With Mechanical Joint Restraints 9000-0107 Each 4.000 63** n h Proj 6-Inch Diameter Coupling/Sleeve (Type As Required) 9000-0108 Each 1.000 63 n h Proj 6-Inch Diameter, m.j., Awwa c-515 Gate Valve With Roadway Valve Box 9000-0109 Each 4.000 63** n h Proj Trench Plugs 9000-0110 Square Yard 55.000 63** n c1 Proj Restoration Of Trenched Area, Type a - Paved Township Roads 9000-0111 Square Yard 25.000 63** n c1 Proj Restoration Of Trenched Area, Type b - Paved Penndot State Route 9000-0112 Linear Foot 380.000 63** n c1 Proj Restoration Of Trenched Area, Type c - Grass And Lawn Restoration 9000-0113 Cubic Yard 30.000 63** n c1 Proj Exploratory Excavation Of Pa One-Call Utilities 9000-0114 Lump Sum 1.000 63 n h Proj Soil Erosion & Sediment Control - Sr 0030-116 9000-0115 Lump Sum 1.000 63 n h Proj Adjustment Of Existing Water Valve Boxes With Valve Box Screw Adjustments Or Valve Box Risers - Sr 0030-116 9000-0116 Linear Foot 243.000 64 n h Proj 12-Inch Diameter c-900 Dr-18 Pvc Pipe 9000-0117 Each 6.000 64 n h Proj 12-Inch 45-Degree Bend, Dimj With Mechanical Joint Restraints 9000-0118 Each 2.000 64 n h Proj 12-Inch x 12-Inch x 12-Inch Tee, Dimj With Mechanical Joint Restraints 9000-0119 Each 1.000 64 n h Proj 12-Inch x 12-Inch x 8-Inch Tee, Dimj With Mechanical Joint Restraints 9000-0120 Each 1.000 64 n h Proj 12-Inch x 8-Inch Reducer, Dimj With Mechanical Joint Restraints 9000-0121 Each 1.000 64 n h Proj 12-Inch Plug, Dimj With Mechanical Joint Restraints 9000-0122 Each 1.000 64 n h Proj 8-Inch 45-Degree Bend, Dimj With Mechanical Joint Restraints 9000-0123 Each 1.000 64 n h Proj 8-Inch 22 1/2-Degree Bend, Dimj With Mechanical Joint Restraints 9000-0124 Each 6.000 64 n h Proj 8-Inch Cap, Dimj With Mechanical Joint Restraints 9000-0125 Each 1.000 64 n h Proj 8-Inch Diameter Coupling/Sleeve (Type As Required) 9000-0126 Each 1.000 64 n h Proj 8-Inch Diameter, m.j., Awwa c-515 Gate Valve With Roadway Valve Box 9000-0127 Lump Sum 1.000 64 n h Proj Adjustment Of Existing Water Valve Boxes With Valve Box Screw Adjustments Or Valve Box Risers - Sr 0030-117 9000-0128 Linear Foot 40.000 64 n h Proj 12-Inch Diameter c-900 Dr-18 Pvc Pipe Including Removing Existing 8-Inch Pipe From Steel Casing And Installing New Pipe With Spacers 9000-0129 Lump Sum 1.000 64 n m2 Proj Soil Erosion & Sediment Control - Sr 0030-117 9000-0130 Lump Sum 1.000 65 n m2 Proj Soil Erosion & Sediment Control - Sr 0030-121 9000-0131 Lump Sum 1.000 65 n h Proj Adjustment Of Existing Water Valve Boxes With Valve Box Screw Adjustments Or Valve Box Risers - Sr 0030-121 9000-0132 Lump Sum 1.000 64 n c1 Proj Removal And Disposal Of Existing 8-Inch Waterline 9000-0133 Cubic Yard 1.000 64 n h Proj Abandon Existing 8-Inch Waterline With Flowable Fill 9203-0101 Lump Sum 1.000 21 n c1, u Std Temporary Excavation Support And Protection System, s-38565 9203-0102 Lump Sum 1.000 22 n c1, u Std Temporary Excavation Support And Protection System, s-38568 9203-0103 Lump Sum 1.000 24 n c1, u Std Temporary Excavation Support And Protection System, s-38570 9203-0104 Lump Sum 1.000 25 n c1, u Std Temporary Excavation Support And Protection System, s-38571

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.