SR 3103 over Jacks Run

The description and location of the project is as follows. Replacement of the existing bridge structure with a 16'-0" x 8'-6" Cast-in-Place Concrete Box Culvert, reconstruction of the approach roadway, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 3103, Section c20, In Westmoreland County, Hempfield Township From Segment 0040 Offset 3140 To Segment 0050 Offset 0252. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,171.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 57.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 3.000 01 n c1, h Class 2 Excavation 0205-0267 Cubic Yard 217.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 4205-0267 Cubic Yard 45.000 02 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Choked With Rock, Class r-4 0205-0281 Cubic Yard 274.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001 Hour 2.000 01 n c Special Rolling 0212-0001 Linear Foot 417.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 726.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 150.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0327 Square Yard 589.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6 1/2" Depth 0313-0337 Ton 11.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 589.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0194 Square Yard 1,331.000 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-m 0413-2059 Ton 21.000 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 589.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7007 Ton 9.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 3,361.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 677.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor e 0601-0400 Linear Foot 108.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0601-7313 Linear Foot 108.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill e 0601-0500 Linear Foot 21.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 0601-7710 Linear Foot 21.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box 0601-5901 Linear Foot 202.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0604-0400 Linear Foot 45.000 01 n h 18" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0604-7313 Linear Foot 45.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill o 0604-2823 Linear Foot 45.000 01 n h 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-1300 Each 2.000 01 n c1, h1 Cleaning Drainage Structures 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 6.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 1.000 01 n k Type 4 Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0003 Lump Sum 1.000 03 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 417.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 1.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 175.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 6.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 6.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0458 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 2, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 210.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0585 Linear Foot 50.000 01 n j Rubbing Rail 0620-1600 Linear Foot 238.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0686-0050 Lump Sum 1.000 03 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 03 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0802-0001 Cubic Yard 100.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 40.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 15.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 15.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0806-0113 Square Yard 1,020.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 430.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 4808-0140 Each 75.000 01 n Yes m Proj Live Stakes Willows 0811-0003 Linear Foot 495.000 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 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0021 Square Yard 9.000 01 n c1 Rock, Class r-3 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 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 6.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 374.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 60.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0901-0451 Each 2.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 11.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 1.000 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) 0937-0113 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0339 Each 8.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 1,154.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,092.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge 1999-0000 Hour 1,000.000 03 n z Std Trainees For Projects 100% State Funded e 8520-0001 Lump Sum 1.000 02 n Yes s4 Proj Cast-In-Place Concrete Box Culvert, As Designed, s-38608 a 1002-0052 Pound 21,500.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8420-0001 Lump Sum 1.000 02 n s1 Proj Cast-In-Place Concrete Rigid Frame 9000-0001 Dollar 15,000.000 $1.00 $15,000.00 01 y e, f, f1 Proj Repair Of Detour Route 9000-0002 Lump Sum 1.000 01 n j1, m2 Proj Temporary Pipe Flume 9000-0003 Lump Sum 1.000 01 n j1, m2 Proj Temporary Bypass Hose And Pump 9000-0004 Each 2.000 01 n h Proj Concrete Pipe Collar 9000-0005 Each 2.000 01 n r Std Covid 19 Safety Plan Sign 9000-0006 Lump Sum 1.000 01 n x Proj Sanitary Sewer Relocation 9000-0007 Dollar 1,500.000 $1.00 $1,500.00 03 y x Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-0008 Dollar 1,500.000 $1.00 $1,500.00 03 y x Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-0009 Linear Foot 100.000 01 n j2 Proj Remove And Stockpile Existing Fence 9000-0010 Cubic Yard 54.000 02 n c1 Proj Overexcavation And Backfilling Under Wingwall Foundations 9000-0011 Cubic Yard 10.000 02 n c1 Proj Overexcavation And Backfilling Under Culvert 9000-0012 Cubic Yard 18.000 02 n c1 Proj Selected Borrow Excavation Rock, Class r-7 Alternate Cutoff Wall 9000-0013 Each 75.000 01 n m Proj Live Willow Poles 9000-0100 Lump Sum 1.000 03 n x Proj Overburden Stabilization-Survey 9000-0101 Linear Foot 2,460.000 01 n c6, k1, q, r Proj Overburden Stabilization-Injection Hole Drilling 9000-0102 Cubic Yard 898.000 01 n c1, h, k1, m2, q, r Proj Overburden Stabilization-Concrete Injection 9000-0103 Cubic Yard 1,602.000 01 n c1, h, k1, m2, q, r Proj Overburden Stabilization-Grout Injection 9000-0104 Cubic Yard 291.000 01 n c6, h, m2, q, r Proj Overburden Stabilization, Performance Testing, Overburden Drilling And Rock Coring 9000-5100 Lump Sum 1.000 03 n x Std Electronic Ticketing System

Bridge, New Construction.

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.