SR 3027 Over Buffalo Ck

The project consists of the replacement of the existing structure carrying SR 3027 over Buffalo Creek with a precast concrete box culvert and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 3027, Section b10, In Washington County East Finley Township from approximately 2,400 feet south of the intersection of SR 3009 at segment 0030 offset 1622 to approximately segment 0040 offset 0274. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,305.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 82.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 350.000 01 n c1 Foreign Borrow Excavation 4205-0200 Cubic Yard 79.000 01 n Yes c1 Proj Selected Borrow Excavation 206 Rock, Sandstone 0205-0263 Cubic Yard 13.000 03 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0266 Cubic Yard 183.000 01** n c1 Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 75.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,163.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 306.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0320 Square Yard 631.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0337 Ton 111.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 693.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 165.000 01 n c, e Subbase (No. 2a) 0413-0195 Square Yard 1,240.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-2059 Ton 35.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 631.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6037 Ton 26.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 3,022.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 440.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 609.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 05 n x Mobilization 0609-0004 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0610-7001 Linear Foot 75.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 5.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012 Each 3.000 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 , And Without Transition Section 0620-0400 Each 3.000 01 n j Terminal Section, Single 4620-0400 Each 1.000 01 n Yes j Proj Terminal Section, Single Thrie-Beam 0620-0503 Linear Foot 512.500 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 575.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 12.500 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0677-0002 Ton 44.000 01 n c1, e Selected Material Surfacing 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 0703-0020 Cubic Yard 188.000 01 n c1, h No. 1 Coarse Aggregate 0804-0003 Pound 49.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 5.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0007 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0113 Square Yard 199.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 7.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 75.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 2,000.000 $1.00 $2,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 122.000 01 n c1 Rock, Class r-4 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 313.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 02 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 25.000 02 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 02 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 10.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0107 Each 18.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 4937-0114 Each 18.000 01 n Yes j, r Proj Guide Rail Mounted Delineator Type d, (w/w) , Includes Splice Bolt 0937-0320 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 1018-0001 Lump Sum 1.000 03 n t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 03 n Yes s4 Std Precast Concrete Box Culvert, As-Designed, s-39281 a 1002-0053 Pound 3,617.000 03 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0001 Lump Sum 1.000 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Stream Diversion With Bypass Pipe 9000-0002 Each 4.000 01 n n Std Relocate Mailbox 9000-0003 Dollar 30,000.000 $1.00 $30,000.00 01 y e, g Proj Repair Of Detour Route 9000-0004 Linear Foot 245.000 01 n c1 Proj Sawcutting Of Existing Pavement 9000-0005 Linear Foot 45.000 01 n m2 Proj Weighted Sediment Filter Tube, 12" Diameter 9000-0006 Each 3.000 01 n r Std Covid-19 Safety Plan Sign 9203-0101 Lump Sum 1.000 03 n c1, s5 Std Temporary Excavation Support And Protection System

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.