Warminster Road Over Pennypack Creek, Design Activities Limited to: Ada Ramps

Bridge replacement with a two-span spread prestressed concrete box beam bridge, stream stabilization, pedestrian signal installation, approach roadway work, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 2040 , Section Mwb Montgomery County, Hatboro Borough & Upper Moreland Township, from Segment 0030 Offset 2222, for an overall length of 609.00 linear feet (0.115 mile). Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing Including Stream Debris 203-0001 Cubic Yard 1,339.000 01 n c Class 1 Excavation 203-0006 Linear Foot 435.000 01 n g4 Saw Cutting 204-0001 Cubic Yard 15.000 01 n c1, h Class 2 Excavation 205-0267 Cubic Yard 207.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 205-0366 Ton 150.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 205-0367 Ton 50.000 01 n c1 212-0001 Linear Foot 227.000 01 n c3, h, m2 Geotextile, Class 1 212-0014 Square Yard 1,577.000 01 n c3, h, m2 Geotextile, Class 4, Type a 313-0422 Square Yard 30.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 313-0430 Square Yard 842.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 350-0106 Square Yard 1,068.000 01 n c, e Subbase 6" Depth (No. 2a) 413-0245 Square Yard 1,559.000 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 413-2071 Ton 5.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 413-6045 Square Yard 842.000 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 460-0001 Square Yard 2,401.000 01 n f4 Asphalt Tack Coat 491-0019 Square Yard 687.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-7707 Linear Foot 64.000 01 n h 18" Reinforced Concrete Pipe, Type b, 3' - 2' Fill, Shore/Trench Box a 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe o 0601-0453 Linear Foot 64.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill, Shore/Trench Box a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-4003 Linear Foot 64.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box a 0616-0009 Each 2.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 0601-7707 Linear Foot 49.000 01 n h o 0601-0453 Linear Foot 49.000 01 n h e 0601-7708 Linear Foot 26.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box o 0601-0453 Linear Foot 26.000 01 n h e 0604-7707 Linear Foot 48.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 3' - 2' Fill, Shore/Trench Box o 0604-0500 Linear Foot 48.000 01 n h 18" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box o 4604-1463 Linear Foot 48.000 01 n Yes h Proj 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage , Shore/Trench Box 605-2731 Set 2.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 605-2771 Set 4.000 01 n k Type c Frame And Bicycle Safe Grate 605-2850 Each 4.000 01 n k Standard Inlet Box, Height < /= 10' 605-2858 Each 2.000 01 n k Type 5 Inlet Box, Height < /= 10' 608-0001 Lump Sum 1.000 04 n x Mobilization 609-0007 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 05 n x Std Equipment Package 610-7002 Linear Foot 259.000 01 n h2 6" Pavement Base Drain 615-0022 Linear Foot 45.000 01 n h2 6" Subsurface Drain Outlets 619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 620-0010 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 4620-0010 Each 1.000 01 n Yes j Proj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement On Radius 620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 620-0400 Each 3.000 01 n j Terminal Section, Single 620-0503 Linear Foot 315.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-1600 Linear Foot 38.000 01 n j Type 31-s Guide Rail 620-1625 Linear Foot 38.000 01 n j Type 31-Sc Guide Rail 620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 4630-0021 Linear Foot 327.000 01 n Yes k Proj Plain Cement Concrete Curb, 4" Height And Transitions 676-0001 Square Yard 115.000 01 n k Cement Concrete Sidewalk 677-0001 Cubic Yard 18.000 01 n c1, e Selected Material Surfacing 686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0003 Square Foot 36.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 36.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0004 Square Foot 36.000 01 n k Detectable Warning Surface, Polymer Composite 703-0024 Cubic Yard 20.000 02 n c1, h No. 2a Coarse Aggregate 703-0025 Cubic Yard 9.000 01 n c1, h No. 57 Coarse Aggregate 802-0001 Cubic Yard 157.000 01 n c1, m Topsoil Furnished And Placed 804-0001 Pound 10.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 804-0003 Pound 35.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 804-0004 Pound 20.000 01 n m3 Seeding - Formula e, Including Mulch 804-0005 Pound 20.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 806-0113 Square Yard 762.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4810-0024 Lump Sum 1.000 01 n Yes m1 Proj Tree Trimming To An Unlimited Height For Rrfb 811-0003 Linear Foot 430.000 01 n j2, m Temporary Protective Fence 845-0001 Dollar 20,000.000 $1.00 $20,000.00 01 y m2 nforeseen Water Pollution Control 849-0010 Each 2.000 01 n c1 Rock Construction Entrance 4850-0035 Cubic Yard 838.000 01 n Yes c1 Proj Rock, Class r-7 With Natural Streambed Material 4855-0003 Each 3.000 01 n Yes m2 Proj Pumped Water Filter Bag With Rock Slope 855-0004 Each 3.000 01 n m2 Replacement Pumped Water Filter Bag 860-0000 Each 7.000 01 n m2 Inlet Filter Bag For Type m Inlet 867-0012 Linear Foot 680.000 01 n m2 Compost Filter Sock, 12" Diameter 901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 901-0240 Square Foot 200.000 03 n q, r Additional Traffic Control Signs 901-0331 Linear Foot 200.000 03 n o 6" Standard Pavement Markings, Paint & Beads, White 901-0450 Each 2.000 03 n 3-Line Changeable Message Sign With Telecommunications 4910-2012 Each 1.000 01 n Yes p8 Std 15-Foot Bracket Arm , Black Powder Coated 910-4116 Linear Foot 350.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 931-0001 Square Foot 76.000 01 n r Post Mounted Signs, Type b 935-0001 Square Foot 15.000 01 n r Post Mounted Signs, Type f 936-0200 Square Foot 48.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 4936-0424 Each 1.000 01 n Yes p Proj Rectangular Rapid Flashing Beacon Assembly With Accessible Pedestrian Signal (Double Sided) Modified Speech 937-0104 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 937-0106 Each 3.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 937-0112 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 937-0113 Each 3.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 937-0332 Each 3.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 937-0339 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 937-0340 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 4951-2125 Each 1.000 01 n Yes p Std Traffic Signal Support, 25' Mast Arm With Luminaire Arm (30' Mounting Height) , Black Powder Coated 4951-4014 Each 1.000 01 n Yes p Std Traffic Signal Support, 14' Pedestal , Black Powder Coated 4951-4022 Each 1.000 01 n Yes p Std Pedestrian Stub Pole, Type b , Black Powder Coated 4952-2051 Each 1.000 01 n Yes p Std Controller Assembly, Solid State Flasher, Single Circuit, Type Ii Mounting , Black Powder Coated 954-0013 Linear Foot 93.000 01 n p8 3 Inch Conduit 954-0151 Linear Foot 56.000 01 n c1, p8 Trench And Backfill, Type i 954-0152 Linear Foot 7.000 01 n c1, p8 Trench And Backfill, Type Ii 954-0154 Linear Foot 30.000 01 n c1, p8 Trench And Backfill, Type Iv 954-0201 Linear Foot 135.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 954-0302 Each 2.000 01 n p8 Junction Box, Jb-27 954-0402 Each 1.000 01 n p8 Electrical Service, Type b 960-0001 Linear Foot 772.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 960-0002 Linear Foot 936.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 960-0021 Linear Foot 78.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 960-0111 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "x Ing", 8' - 0" 960-0112 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Ped", 8' - 0" 960-0142 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Ahead", 8' - 0" 963-0006 Linear Foot 200.000 03 n o2, o3 6" Pavement Marking Removal 964-0001 Linear Foot 320.000 01 n o 4" White Epoxy Pavement Markings 964-0002 Linear Foot 320.000 01 n o 4" Yellow Epoxy Pavement Markings 964-0151 Each 1.000 01 n o3 White Epoxy Legend, "Rr Crossing", 6' - 6", 11' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 965-0151 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Rr Crossing", 6' - 6", 11' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 971-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type b 975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 1001-1140 Cubic Yard 10.000 02 n k Class c Cement Concrete 5018-0001 Lump Sum 1.000 02 n Req t1 Proj Removal Of Existing Bridge 5018-0050 Lump Sum 1.000 02 n Yes t1 Proj Removal Of Portion Of Existing Bridge - Partial Retaining Wall Removal 1999-0000 Hour 1,000.000 06 n z Std Trainees For Projects 100% State Funded e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed,s-32571 a 1002-0053 Pound 116,856.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 129.000 02 n s7 Stainless Steel Reinforcement Bars o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Lump Sum 1.000 02 n x Proj Installation Of Peco Gas Facilities 9000-0002 Each 1.000 01 n r Proj Relocate Existing Street Signs And Post 9000-0003 Lump Sum 1.000 01 n m2 Proj Temporary Sandbag Diversion Dam 9000-0004 Ton 68.000 01 n x Proj Stream j-Hook Vane Boulder 9000-0005 Each 2.000 01 n x Proj Utility Test Hole 9000-0006 Lump Sum 1.000 01 n m2 Proj Temporary Access Road 9000-0007 Lump Sum 1.000 01 n m2 Proj Temporary Causeway 9000-0008 Each 3.000 01 n m2 Proj Sump Pit 9000-0009 Cubic Yard 5.000 01 n h Proj Concrete Encasement Of Existing Sanitary Sewer Line 9000-0010 Each 1.000 01 n h Proj Permanent Cap On Existing Manhole 9000-0011 Each 6.000 03 n p, q Proj Temporary Timing Revisions 9000-0012 Lump Sum 1.000 01 n x Proj Temporary Support For Existing Sanitary Sewer Line 9000-0015 Dollar 250,000.000 $1.00 $250,000.00 01 y x Proj Unexpected Regulated Fill And Hazardous Waste 9000-0016 Each 1.000 01 n p Proj Led Luminaire, Arm Mount, 250 Watt Equivalent, Painted Black 9000-0017 Each 9.000 01 n p, q Proj Existing Traffic Signal Retiming 9000-0018 Lump Sum 1.000 02 n s1 Proj Reinstallation Of Existing Bridge Plaque 9000-0019 Dollar 10,000.000 $1.00 $10,000.00 02 y s5 Proj Unforeseen Repairs 9000-4998 Dollar 50,000.000 $1.00 $50,000.00 03 y x Proj Off Duty Uniformed Police Officer 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System 9694-6002 Each 3.000 01 n x Std Design Of Concrete Curb Ramps, District 6 9901-0350 Dollar 25,000.000 $1.00 $25,000.00 01 y w Std Railroad Protective Services 9999-9950 Each 1.000 $504.00 $504.00 52 y k Std To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9951 Each 1.000 $474.00 $474.00 52 y k Std 9999-9952 Each 1.000 $1,335.00 $1,335.00 52 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9953 Each 1.000 $1,028.00 $1,028.00 52 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9954 Each 1.000 $1,257.00 $1,257.00 52 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9955 Each 1.000 $969.00 $969.00 52 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9956 Each 1.000 $897.00 $897.00 52 y k Std To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9957 Each 1.000 $581.00 $581.00 52 y k Std To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9958 Each 1.000 $1,180.00 $1,180.00 52 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9959 Each 1.000 $955.00 $955.00 52 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9960 Each 1.000 $1,236.00 $1,236.00 52 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9961 Each 1.000 $1,537.00 $1,537.00 52 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9962 Vertical Foot 1.000 $1,215.00 $1,215.00 52 y k Std Utility Manhole Neck Rebuild 9999-9963 Each 1.000 $359.00 $359.00 52 y k Std To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9964 Each 1.000 $438.00 $438.00 52 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9965 Each 1.000 $344.00 $344.00 52 y k Std To 15 Inch Daimeter Utility Casting Riser Adjustment For Resurfacing 9999-9966 Each 1.000 $512.00 $512.00 52 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d

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.