Wopsononock Avenue Spring

This Project Is For The Removal And Replacement Of Two Existing Structures On Sr’s 4013 & 4015 In Blair County. The Existing Single Span Steel i-Beam Bridge Which Carries Sr 4013 Over Homers Gap Run Will Be Replaced With Single Span Composite Prestressed Concrete Spread Box Beam Bridge. The Existing Reinforced t-Beam Bridge Which Carries Sr 4015 Over Spring Run Will Be Replaced With a 23’-0” x 8’-0” Precast Reinforced Concrete Box Culvert. The Proposed Work Is For The Replacement Of Both Structures Including Roadway Approach Work, Drainage, Guide Rail Upgrades, Waterline Relocation On Sr 4015 And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 4015, Section 01b, In Blair County, Logan Township, City Of Altoona At The Locations Indicated On The Plans In The Bid Package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 03 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,413.000 01** n c Class 1 Excavation 0203-0003 Cubic Yard 29.000 01 n c1 Class 1a Excavation 0204-0001 Cubic Yard 267.000 01** n c1, h Class 2 Excavation 0204-0100 Cubic Yard 79.000 02 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 4.000 01 n c1, h, s Class 4 Excavation 0205-0264 Cubic Yard 33.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 4205-0267 Cubic Yard 125.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-7 Choked With r-4 4205-0268 Cubic Yard 136.000 03 n Yes c1 Std Selected Borrow Excavation Rock, Class r-8 Choked With r-4 0212-0014 Square Yard 1,713.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01** y z Temporary Project Air Pollution Control 0313-0320 Square Yard 595.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0324 Square Yard 773.000 03 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0337 Ton 15.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,512.000 01** n c, e Subbase 6" Depth (No. 2a) 0413-0193 Square Yard 1,062.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0246 Square Yard 2,880.000 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 0413-2059 Ton 156.000 03 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2074 Ton 132.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 773.000 03 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6045 Square Yard 647.000 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 0460-0003 Square Yard 7,557.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 75.000 03 n f4 Asphalt Prime Coat 0491-0012 Square Yard 289.000 03 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 2,195.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-7316 Linear Foot 73.000 03 n h 18" Reinforced Concrete Pipe, Type b, 30` - 1.5` Fill o 0601-0313 Linear Foot 73.000 03 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-7344 Linear Foot 5.000 01 n h 30" Reinforced Concrete Pipe, Type b, 30` - 1.5` Fill o 0601-0317 Linear Foot 5.000 01 n h 30" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0604-7313 Linear Foot 71.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill o 0604-0313 Linear Foot 71.000 01 n h 18" Perforated Thermoplastic Pipe, Group Ip, 15`-1.5` Fill e 0604-7339 Linear Foot 114.000 01 n h 30" Reinforced Concrete Pipe, Type b, (Open Joint), 2` - 1.5` Fill o 0604-0404 Linear Foot 114.000 01 n h 30" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill 0605-2731 Set 1.000 03 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2771 Set 3.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2850 Each 2.000 01** n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 2.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-3020 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height < /=5` 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0007 Lump Sum 1.000 06 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 06 n x Std Equipment Package 4610-7002 Linear Foot 516.000 01** n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0610-7400 Cubic Yard 4.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 103.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 3.000 03 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 3.000 03 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0022 Each 1.000 03 n h Concrete Collar For 18" Pipe Extension 0618-0026 Each 1.000 01 n h Concrete Collar For 30" Pipe Extension 0619-0459 Each 2.000 03 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 03 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 2.000 03 n j Terminal Section, Single 0620-0503 Linear Foot 682.000 03 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 150.000 03 n j Type 31-s Guide Rail 0620-1602 Linear Foot 288.000 03 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 25.000 03 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 13.000 03 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1670 Each 1.000 03 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 70.000 03 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 345.000 01 n k Plain Cement Concrete Curb 4660-0002 Linear Foot 316.000 03 n Yes f3 Std Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified 0676-0001 Square Yard 154.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 48.000 01 n Yes k Proj Cement Concrete Sidewalk 10 1/4" Depth 0676-0003 Square Yard 34.000 01 n k Sidewalks And Driveway Aprons Through Driveways 0677-0002 Ton 8.000 03 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 03 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 0703-0022 Cubic Yard 79.000 02 n c1, h No. 8 Coarse Aggregate 0802-0001 Cubic Yard 179.000 01** n c1, m Topsoil Furnished And Placed 0804-0004 Pound 22.000 01** n m3 Seeding - Formula e, Including Mulch 0804-0011 Pound 70.000 01** n m3 Seeding And Soil Supplements - Formula b 0804-0020 Pound 24.000 03 n m3 Seeding And Soil Supplements - Formula l 0805-0022 Ton 12.000 01** n m3 Mulching - Straw 0806-0113 Square Yard 180.000 03 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0025 Each 1.000 01 n m1 Selective Tree Trimming 0810-0052 Each 17.000 01** n a, m1 Selective Tree Removal 0811-0003 Linear Foot 683.000 01** n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 03 n c1 Rock Construction Entrance 0855-0003 Each 2.000 03 n m2 Pumped Water Filter Bag 4855-0003 Each 1.000 01 n Yes m2 Proj Pumped Water Filter Bag Including Sandbags 0855-0004 Each 3.000 01** n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 03 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 3.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 695.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 03 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 400.000 01** n q, r Additional Traffic Control Signs 0937-0106 Each 13.000 03 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0941-0001 Each 6.000 01** n r Reset Post Mounted Signs, Type b 0956-0101 Linear Foot 137.000 01 n p8 Loop Sensor 0962-1000 Linear Foot 1,420.000 03 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 134.000 01 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 34.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,564.000 01** n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 1.000 03 n r Remove Post Mounted Signs, Type b 0975-0001 Each 3.000 03 n r Remove Post Mounted Signs, Type f 1012-0001 Linear Foot 64.000 01 n j2, s4 Pedestrian Railing 1018-0001 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 03 n t1 Std Removal Of Existing Bridge 1019-0050 Square Yard 234.000 04 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) e 8010-0001 Lump Sum 1.000 04 n Yes s1 Std Bridge Structure, As Designed, s-39117 a 1002-0001 Pound 20,470.000 04 n s7 Reinforcement Bars a 1002-0053 Pound 15,034.000 04 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 63.000 04 n s7 Stainless Steel Reinforcement Bars o 8000-0001 Lump Sum 1.000 04 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 04 n s1 Std Steel Bridge Structure e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-39102 a 1002-0053 Pound 7,946.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 8800-0001 Lump Sum 1.000 05 n Yes h Proj Waterline Relocation 9000-0005 Each 2.000 01 n x Std Utility Test Hole 9000-0018 Lump Sum 1.000 01 n x Std Seismograph 9000-0019 Lump Sum 1.000 01 n x Std Pre-Construction Inspection 9000-0020 Lump Sum 1.000 03 n c1, h, m2 Std Temporary Channel Diversion 9000-0021 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0051 Lump Sum 1.000 01 n m1 Proj Hedge And Bush Removal 9000-0118 Lump Sum 1.000 03 n x Std Seismograph 9000-0119 Lump Sum 1.000 03 n x Std Pre-Construction Inspection 9000-1080 Linear Foot 217.000 03 n h Proj 6" Temporary Conduit For Temporary Utility Relocations 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System 9203-0102 Lump Sum 1.000 04 n c1, s5 Std Temporary Excavation Support And Protection 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.