Similar Projects
Tamanend Park Trail Improvements
Bidding
Less than $500,000 est. value
Southampton, PA 18966

2021 Roadway Improvement Program
Bidding
Less than $300,000 est. value
Dublin, PA 18917

Road Surfacing
Post-Bid
Quakertown, PA 18951

Farm View Road Pedestrian Trail- Multi-Modal Funded Grant
Post-Bid
Doylestown, PA 18901

2019 Road Improvement Program
Results
Fairless Hills, PA

Proposed Stone Recreation Trail
Results
Riegelsville, PA 18077

2021 Street Resurfacing And Reconstruction Program
Bidding
Sellersville, PA 18960

Pavement Restoration Projects Multiple Locations
Post-Bid
Doylestown, PA 18901

Bensalem Central Park Trail
Results
$148,700 est. value
Bensalem, PA 19020

Thin-Bonded Wearing Course & Equipment Rental
Bidding
Quakertown, PA 18951

Road Surfacing
Post-Bid
Quakertown, PA 18951

Roadway Realignment and Traffic Signal Improvements at Orvilla Road (SR 1004) and Cowpath Road (SR 0463)
Results
$1,800,000 to $1,900,000 est. value
Hatfield, PA

2021 Street Paving Project
Bidding
Solebury, PA 18938

Milling
Post-Bid
Quakertown, PA 18951

Roadway and Miscellaneous Repairs Between Milepost 299.98 and Milepost 356.42, Between Milepost H-40.83 and Milepost H-43.44 and Between Milepost A-20.00 and Milepost A-31.34
Term Contract
Results

Last Updated 11/06/2020 09:18 AM
Project Title

Second Street Pike (PA 232) and Swamp Road Intersection Improvement

Physical Address View project details and contacts
City, State (County) PA   (Bucks County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
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

The description and location of the project is as follows: Proposed improvements to the intersection include revising the existing traffic signal and the addition of left turn lanes. An additional lane on SR 0232 northbound is also proposed, beginning 100 feet south of the intersection and continuing to the northern limit of work and other miscellaneous construction, all as indicated on the drawings approved for State Route 0232, Section Bu1, In Bucks County, Wrightstown Township from Neshaminy Creek at segment 0140 offset 3082 to approximately 2,500 feet north of the intersection at segment 0160 offset 2522. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0003 Cubic Yard 500.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 15,270.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 4,569.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 458.000 01 n c1, h, s Class 4 Excavation 0206-0010 Ton 164.000 01 n c1 Select Granular Material (2rc) 0208-0003 Square Yard 75.000 01 n c3, h, m2 Geotextile Class 4 0212-0001 Linear Foot 3,187.000 01 n c3, h, m2 Geotextile, Class 1 0313-0322 Square Yard 12,862.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0532 Square Yard 16,255.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0106 Square Yard 12,862.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 18,503.000 01 n c, e Subbase 8" Depth (No. 2a) 0413-0298 Square Yard 16,609.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-6040 Square Yard 12,862.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0413-6042 Square Yard 354.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0413-6055 Square Yard 16,255.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 32,210.000 01 n f4 Asphalt Tack Coat 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage e 0601-7014 Linear Foot 117.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0773 Linear Foot 117.000 n h 18" Ductile Iron Pipe, 100 Year Design Life e 0601-7027 Linear Foot 420.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life o 0601-9365 Linear Foot 420.000 n h 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-7044 Linear Foot 256.000 01 n h 30" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill, 100 Year Design Life o 0601-9367 Linear Foot 256.000 n h 30" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-7341 Linear Foot 106.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill e 0601-7341 Linear Foot 223.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-9367 Linear Foot 223.000 n h 30" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-7355 Linear Foot 38.000 01 n h 36" Reinforced Concrete Pipe, Type b, 15` - 2` Fill e 0604-7014 Linear Foot 841.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life o 0604-9363 Linear Foot 841.000 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0604-7027 Linear Foot 239.000 01 n h 24" Reinforced Concrete Pipe, Type a, (Open Joint), 10` - 2` Fill, 100 Year Design Life o 0604-9365 Linear Foot 239.000 n h 24" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2401 Set 2.000 01 n k Manhole Frame And Cover 0605-2600 Each 9.000 01 n k Type d Endwall 0605-2620 Each 6.000 01 n k Type d-w Endwall 0605-2711 Set 6.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 6.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 15.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 15.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 13.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-3031 Each 2.000 01 n k Type 6 Manhole, Storm Water, Height >5` And < /= 10` 0606-0161 Set 5.000 01 n c1, k Grade Adjustment Of Existing Gas Valves 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 0610-0002 Linear Foot 236.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7001 Linear Foot 2,951.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 124.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0623-0052 Linear Foot 377.000 01 n j1 Single Face Concrete Barrier 0623-0122 Each 3.000 01 n j1 End Transition, Single Face Concrete Barrier 4623-0122 Each 1.000 01 n Yes j1 Proj End Transition, Single Face Concrete Barrier With Curb Taper 0624-0001 Linear Foot 1,244.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0300 Each 4.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0400 Each 9.000 01 n j2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0722 Each 2.000 01 n j2 Vehicular Gate For Type 1 Right-Of-Way Fence, 12-Foot Opening 0627-3019 Linear Foot 3,631.000 02 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 3,913.000 02 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0630-0001 Linear Foot 1,819.000 01 n k Plain Cement Concrete Curb 0651-0104 Square Yard 2,232.000 01 n e, f Paved Shoulders, Type 1- Sp 4660-0001 Linear Foot 2,234.000 01 n Yes f3 Proj Milled Asphalt Pavement Centerline Rumble Strips Type 1 , 14" 0686-0001 Each 26.000 01 n x Right-Of-Way Monuments 0686-0030 Lump Sum 1.000 03 n x Construction Surveying, Type b, Modified 0689-0005 Lump Sum 1.000 03 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0696-0660 Each 18.000 02 n j1 Temporary Impact Attenuating Device, Type Vi, Test Level 3 0697-0660 Each 16.000 02 n j1 Reset Temporary Impact Attenuating Device, Type Vi, Test Level 3 0703-0025 Cubic Yard 17.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 851.000 01 n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 2,554.000 01 n c1, m Placing Stockpiled Topsoil 0804-0007 Pound 8.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0804-0013 Pound 239.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 30.000 01 n m3 Seeding - Formula e 0804-0020 Pound 773.000 01 n m3 Seeding And Soil Supplements - Formula l 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0806-0110 Square Yard 237.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0806-0112 Square Yard 131.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0121 Square Yard 1,125.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 5,878.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0811-0003 Linear Foot 958.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 12.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 668.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 11.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 150.000 01 n c1 Rock, Class r-5 0850-0034 Cubic Yard 27.000 01 n c1 Rock, Class r-6 0859-0021 Each 4.000 01 n h Anti-Seep Collar 0860-0000 Each 23.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 6.000 01 n m2 Inlet Filter Bag For Type c Inlet 0861-0001 Cubic Yard 164.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 679.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 488.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 181.000 01 n m2 Compost Filter Sock, 24" Diameter 0873-0001 Linear Foot 121.000 01 n c1, h Temporary Baffle Wall 0874-0001 Each 1.000 01 n c1, h Temporary Riser Pipe Assembly 0875-0001 Each 2.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 02 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 250.000 02 n q, r Additional Traffic Control Signs 0901-0725 Each 1.000 02 n p Temporary Traffic Signals (Permanent Only) 0910-4116 Linear Foot 479.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 310.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 83.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 84.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0941-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type b 0942-0002 Each 2.000 01 n r Reset Post Mounted Signs, Type c 0945-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type f 4951-2150 Each 3.000 01 n Yes p Std Traffic Signal Support, 50` Mast Arm With Luminaire Arm (30` Mounting Height) , Powder Coated 4951-2155 Each 1.000 01 n Yes p Std Traffic Signal Support, 55` Mast Arm With Luminaire Arm (30` Mounting Height) , Powder Coated 0954-0012 Linear Foot 374.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 673.000 01 n p8 3 Inch Conduit 0954-0151 Linear Foot 61.000 01 n c1, p8 Trench And Backfill, Type i 0954-0153 Linear Foot 313.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0202 Linear Foot 1,572.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 807.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 3.000 01 n p8 Junction Box, Jb-27 0954-0403 Each 1.000 01 n p8 Electrical Service, Type c 4954-0600 Each 1.000 01 n Yes p8 Std Uninterruptible Power Supply (Ups) Led Indicator Light 0955-3208 Each 12.000 01 n p Vehicular Signal Head, Three 12" Sections 0960-0021 Linear Foot 117.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 921.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0224 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0232 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18` - 0" x 5` - 6" 0962-1000 Linear Foot 21,182.000 01 n o 4" White Waterborne Pavement Markings 0962-1004 Linear Foot 172.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 25,697.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 160.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 16,685.000 01 n o2, o3 4" Pavement Marking Removal 0964-0001 Linear Foot 5,902.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 9,688.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 324.000 01 n o 6" White Epoxy Pavement Markings 0966-0011 Each 90.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 64.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 240.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 1999-9999 Hour 1,000.000 05 n z Std Trainees 9000-0003 Linear Foot 3,670.000 01 n f3 Proj Milled Bituminous Shoulder Rumble Strips, Special (Srs) 9000-0004 Each 3.000 01 n x Proj Mailbox Relocation 9000-0005 Linear Foot 533.000 01 n m2 Proj Compost Sock Diversion 9000-0006 Dollar 5,000.000 $1.00 $5,000.00 01 y x Proj Protection Of Existing Subsurface Utility 9000-0007 Each 4.000 01 n h Proj Cap Existing Inlet 9000-0011 Dollar 500.000 $1.00 $500.00 01 y Zz Proj Offsite Disposal Of Hazardous Waste 9000-0012 Lump Sum 1.000 01 n Zz Proj Health And Safety Plan 9000-0013 Dollar 500.000 $1.00 $500.00 01 y Zz Proj Treatment And Disposal Of Contaminated Liquids 9000-0014 Lump Sum 1.000 01 n Zz Proj Waste Management Plan 9000-0015 Each 100.000 01 n Zz Proj Laboratory Analysis Of Soil Excavation 9000-0016 Each 1.000 01 n p Std Controller Assembly, Type 1 Mounting 9000-0017 Each 1.000 01 n x Std Covid-19 Safety Plan Sign 9000-0022 Cubic Yard 238.000 01 n m Proj Bio Retention Soil 9000-0700 Each 1.000 01 n p Std Video Detection System, Two Cameras 9000-0800 Each 1.000 01 n p Std Dilemma Zone Radar Detection System, 2 Approaches 9000-0900 Each 1.000 01 n p Proj Junction Box, 17"w x 30"l x 24"h 9000-1000 Each 1.000 01 n p Std Emergency Preemption System, Four Approaches 9000-2828 Each 4.000 01 n p Proj Led Luminaire, 250 Watt Equivalent 3000k Color

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents