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Bridge Construction Project Lead, (Bucks, Chester Counties)

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Last Updated 02/01/2019 04:41 AM
Project Title

Bridge Group M

Physical Address View project details and contacts
City, State (County) (Bucks, Chester Counties)
Category(s) Heavy and Highway
Sub-Category(s) Bridge
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description Replacement of five (5)structures in Newlin Township and Westtown Township, Chester County, and Hilltown Township and New Britain Township, Bucks County. Typical work includes a new pre-cast box culvert, guiderail updates, milling and paving of roadway approaches, traffic detours, traffic signal modifications, and other miscellaneous construction, as indicated on the approved drawings included in the bid package STATE ROUTE 313, SECTION HBM. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0003 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0004 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,468.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 87.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 207.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 182.000 01 n c1 Foreign Borrow Excavation 0212-0001 Linear Foot 652.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,542.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0420 Square Yard 474.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0422 Square Yard 450.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0425 Square Yard 755.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0311-0432 Square Yard 785.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0106 Square Yard 934.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 1,540.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 352.000 01 n c, e Subbase (No. 2a) 0411-0482 Square Yard 2,657.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0495 Ton 7.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2493 Ton 171.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0411-4473 Square Yard 3,453.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1" Depth, Srl-g 0411-6450 Square Yard 5,554.000 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 0450-1423 Ton 6.000 01 n f1 Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0460-0001 Square Yard 5,913.000 01 n f4 Bituminous Tack Coat 0489-1102 Square Yard 46.000 01 n f Ultra-Thin Bonded Wearing Course, Gradation Type b, Pg 64-22, Srl-g 0491-0012 Square Yard 643.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 0601-7014 Linear Foot 61.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life o 0601-0773 Linear Foot 61.000 n h 18" Ductile Iron Pipe, 100 Year Design Life e 0601-7044 Linear Foot 186.000 01 n h 30" Reinforced Concrete Pipe, Type a, 20' - 1.5' Fill, 100 Year Design Life o 0601-3987 Linear Foot 186.000 n h 30" Corrugated Aluminum Alloy Pipe, Type i, (3" x 1" Corrugations),10 Gage, 100 Year Design Life o 0601-0776 Linear Foot 186.000 n h 30" Ductile Iron Pipe, 100 Year Design Life 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2711 Set 3.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit 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' 0605-3031 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >5' And < /= 10' 0608-0001 Lump Sum 1.000 09 n x Mobilization 0609-0003 Lump Sum 1.000 07 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 07 n x Std Equipment Package 0610-7002 Linear Foot 652.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 4.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0040 Each 8.000 01 n h2 Subsurface Drain Outlet Endwall 0619-0470 Each 6.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 4619-0470 Each 2.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) , Painted 0620-0400 Each 5.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,107.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0585 Linear Foot 63.000 01 n j Rubbing Rail 4620-0870 Each 2.000 01 n Yes j Proj Anchored Backslope Terminal, Type 1 , Painted 0620-1600 Linear Foot 363.000 01 n j Type 31-s Guide Rail 4620-1600 Linear Foot 246.000 01 n Yes j Proj Type 31-s Guide Rail , Painted 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 73.000 01 n Yes j Proj Type 31-Sc Guide Rail , Painted 0620-1635 Linear Foot 138.000 01 n j Type 31-Scc Guide Rail 4620-1635 Linear Foot 75.000 01 n Yes j Proj Type 31-Scc Guide Rail , Painted 4620-1650 Each 6.000 01 n Yes j Proj Type 31-Strong Post End Treatment , Painted 0630-0001 Linear Foot 398.000 01 n k Plain Cement Concrete Curb 4660-0001 Linear Foot 692.000 01 n Yes f3 Proj Milled Centerline Rumble Strips , Modified 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0703-0025 Cubic Yard 8.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 182.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 164.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 12.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 47.000 01 n m3 Seeding - Formula e 0804-0020 Pound 80.000 01 n m3 Seeding And Soil Supplements - Formula l 0805-0022 Ton 6.000 01 n m3 Mulching - Straw 0805-0044 Square Yard 174.000 01 n m3 Mulching - Spent Mushroom Soil Compost 0805-0050 Square Yard 171.000 01 n m3 Mulch Control Netting 0806-0111 Square Yard 175.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0806-0113 Square Yard 24.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 145.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0808-3461 Each 2.000 01 n m American Redbud - (6' Ht. b&b Multi-Stemmed) 0808-6000 1000 Gallons 4.000 01 n m Watering 0811-0003 Linear Foot 110.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 20,000.000 $1.0000 $20,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 3.000 01 n c1 Rock Construction Entrance 0850-0021 Square Yard 24.000 01 n c1 Rock, Class r-3 0850-0031 Cubic Yard 6.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 23.000 01 n c1 Rock, Class r-4 0850-0034 Cubic Yard 207.000 01** n c1 Rock, Class r-6 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 3.000 01 n m2 Inlet Filter Bag For Type c Inlet 0865-0003 Linear Foot 200.000 01 n m2 Silt Barrier Fence, 30" Height 0867-0018 Linear Foot 2,231.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 10 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 10 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 10 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0004 Lump Sum 1.000 10 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0202 Each 2.000 10 n q Floodlights 0901-0231 Day 380.000 10 n q Additional Warning Lights, Type b 0901-0240 Square Foot 600.000 10 n q, r Additional Traffic Control Signs 0901-0450 Each 7.000 10 n q 3-Line Changeable Message Sign With Telecommunications 0931-0001 Square Foot 86.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 21.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 15.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0107 Each 19.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 40.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0332 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 8.000 01 n r Reset Post Mounted Signs, Type f 4951-0130 Each 1.000 01 n Yes p Proj Traffic Signal Support, 30' Mast Arm , Modified 4956-0500 Each 12.000 01 n Yes p Std Pedestrian Push Button , Latching Led 0960-0001 Linear Foot 1,681.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 1,562.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 91.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 116.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0101 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0224 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0963-0001 Square Foot 7.000 01 n o2, o3 Pavement Marking Removal 0963-0006 Linear Foot 91.000 01 n o2, o3 6" Pavement Marking Removal 0966-0011 Each 8.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 4971-0001 Each 21.000 01 n Yes r Proj Remove Post Mounted Signs, Type b , Modified 1018-0004 Lump Sum 1.000 05 n t1 Proj Removal Of Existing Bridge 5018-0061 Lump Sum 1.000 02 n Yes c1, t1 Proj Removal Of Existing Culvert , Modified, s-34342 5018-0062 Lump Sum 1.000 03 n Yes c1, t1 Proj Removal Of Existing Culvert , Modified, s-34345 5018-0063 Lump Sum 1.000 04 n Yes c1, t1 Proj Removal Of Existing Culvert , Modified, s-34344 1018-0065 Lump Sum 1.000 06 n c1, t1 Proj Removal Of Existing Culvert 1999-0000 Hour 1,000.000 08 n z Std Trainees For Projects 100% State Funded e 8510-0101 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-34342 a 1002-0052 Pound 7,300.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1019-0010 Square Yard 64.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) a 9000-0035 Cubic Yard 8.000 02 n c1 Proj Over Excavation Below Bottom Of Culvert And Replacement With No. 2a Coarse Aggregate, s-34342 a 9000-0036 Cubic Yard 6.000 02 n c1 Proj Over Excavation Below The Wingwalls And Replacement With Class c Cement Concrete, s-34342 o 8510-0111 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Box Culvert With Precast Wingwalls And Cutoff Walls, s-34342a o 8510-0121 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Box Culvert, s-34342a o 8520-0131 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-34342a e 8510-0102 Lump Sum 1.000 03 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-34345 a 1002-0052 Pound 9,100.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1019-0010 Square Yard 50.000 03 n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) a 9000-0037 Cubic Yard 13.000 03 n c1 Proj Over Excavation And Replacement With No. 2a Coarse Aggregate, s-34345 o 8510-0112 Lump Sum 1.000 03 n s4 Std Precast Reinforced Concrete Box Culvert With Precast Wingwalls And Cutoff Walls, s-34345a o 8510-0122 Lump Sum 1.000 03 n s4 Std Precast Reinforced Concrete Box Culvert, s-34345a o 8520-0132 Lump Sum 1.000 03 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-34345a e 8510-0103 Lump Sum 1.000 04 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-34344 a 1002-0052 Pound 10,900.000 04 n s7 Reinforcement Bars, Epoxy Coated a 1019-0010 Square Yard 71.000 04 n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) a 9000-0038 Cubic Yard 16.000 04 n c1 Proj Over Excavation And Replacement With No. 2a Coarse Aggregate, s-34344 o 8510-0113 Lump Sum 1.000 04 n s4 Std Precast Reinforced Concrete Box Culvert With Precast Wingwalls And Cutoff Walls, s-34344a o 8510-0123 Lump Sum 1.000 04 n s4 Std Precast Reinforced Concrete Box Culvert, s-34344a o 8520-0133 Lump Sum 1.000 04 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-34344a e 8510-0104 Lump Sum 1.000 05 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37021 a 1002-0053 Pound 5,200.000 05 n s7 Reinforcement Bars, Epoxy Coated a 9000-0016 Cubic Yard 5.000 05 n c1 Proj Over Excavation Below Bottom Of Culvert And Replacement With No. 2a Coarse Aggregate, s-37021 a 9000-0017 Cubic Yard 5.000 05 n c1 Proj Over Excavation Below The Wingwalls And Replacement With Class c Cement Concrete, s-37021 o 8520-0134 Lump Sum 1.000 05 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-37021a e 8510-0105 Lump Sum 1.000 06 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37022 a 1002-0053 Pound 6,300.000 06 n s7 Reinforcement Bars, Epoxy Coated a 9000-0018 Cubic Yard 10.000 06 n c1 Proj Over Excavation And Replacement With No. 2a Coarse Aggregate, s-37022 o 8520-0135 Lump Sum 1.000 06 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-37022a 9000-0001 Linear Foot 297.000 01 n g4 Proj Sawcut Existing Pavement 9000-0003 Each 1.000 01 n p8, r Proj Relocate School Zone Beacon Assembly, Pole And Connections 9000-0004 Each 3.000 10 n p Proj Existing Traffic Signal Initial Retiming Assessment 9000-0005 Each 34.000 10 n p Proj Existing Traffic Signal Retiming 9000-0006 Each 1.000 10 n m2 Proj Temporary Removal Of Traffic Signal Pole And Mast Arm 9000-0007 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-34342 9000-0008 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-34345 9000-0009 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-34344 9000-0010 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-34342 9000-0011 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-34345 9000-0012 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-34344 9000-0013 Each 7.000 01 n m2 Proj Compost Sock Concrete Washout 9000-0014 Linear Foot 37.000 01 n j2 Proj Reset Timber Post And Board Fence 9000-0015 Lump Sum 1.000 60 n h Proj Relocation Of Aqua Pennsylvania, Inc. Water Main 9000-0020 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37021 9000-0021 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System, s-37022 9000-0023 Linear Foot 90.000 01 n j2 Proj Temporary Protective Fence For Containing Livestock-Parcel 2 9000-0024 Linear Foot 188.000 01 n j2 Proj Temporary Protective Fence For Containing Livestock-Parcel 7 9000-0025 Linear Foot 82.000 01 n j2 Proj Relocate Existing Wood Fence - Parcel 2 9000-0026 Linear Foot 180.000 01 n j2 Proj Remove And Reset Existing Livestock Fence-Parcel 7 9000-0027 Dollar 100,000.000 $1.0000 $100,000.00 01 y f1 Proj Repair Of t-430 Powell Road 9000-0028 Each 30.000 01 n m Proj Live Stakes (Willow) 9000-0029 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam s-37021 9000-0030 Each 1.000 01 n j Proj Type 31-s Guide Rail Height Transition To Existing Guide Rail 9000-0031 Dollar 25,000.000 $1.0000 $25,000.00 01 y f1 Proj Repair Of Access Roads 9000-0033 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam s-37022 9000-0034 Dollar 25,000.000 $1.0000 $25,000.00 10 y x Proj Off-Duty Uniformed Police Officer 9000-0040 Cubic Yard 12.000 02 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-34342 9000-0041 Cubic Yard 24.000 03 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-34345 9000-0042 Cubic Yard 24.000 04 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-34344 9000-0043 Cubic Yard 78.000 05 n c1 Proj Rock, Class r-6, Choked With Natural Streambed Material, Modified, s-37021 9000-0044 Cubic Yard 85.000 06 n c1 Proj Rock, Class r-6, Choked With Natural Streambed Material, Modified, s-37022 9000-0050 Pound 2.000 01 n m3 Proj Special Pa Wetland Seed Mix 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System, s-34342 9203-0102 Lump Sum 1.000 03 n c1, s5 Std Temporary Excavation Support And Protection System, s-34345
Details
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 33 - Utilities, Culverts.
Division 34 - Transportation, Roadway Signaling and Control Equipment, Traffic Signals, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails, Bridges.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents