Similar Projects
Last Updated | 12/13/2019 04:37 AM |
Project Title | Bridge Group N |
Physical Address | View project details and contacts |
City, State (County) | PA (Chester County) |
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 | $5,000,000 to $7,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | This project is for the replacement of four (4) structures in East Brandywine Township, Franklin Township and New Garden Township, Chester County, and Upper Providence Township, Montgomery County, and the rehabilitation of one (1) structure in Middletown Township and Penndel Borough, Bucks County. Typical work includes a new pre-cast box or cast-in-place rigid frame culvert, guide rail 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 282, Section HBN. 0201-0001 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 0201-0005 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0006 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,365.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 36.000 12 n c1 Class 1b Excavation 0204-0001 Cubic Yard 178.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 29.000 01 n c1, h, s Class 4 Excavation 4204-0150 Cubic Yard 395.000 01 n Yes c1, h, s Proj Class 4 Excavation Including Shore/Trench Box 0205-0100 Cubic Yard 160.000 01 n c1 Foreign Borrow Excavation 0212-0014 Square Yard 214.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0322 Square Yard 467.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0323 Square Yard 496.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0325 Square Yard 1,155.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0311-0428 Square Yard 942.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0106 Square Yard 3,060.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 87.000 01 n c, e Subbase (No. 2a) 0411-0345 Square Yard 106.000 12 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 12.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0382 Square Yard 1,815.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0385 Square Yard 526.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0482 Square Yard 1,162.000 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 0411-1492 Ton 4.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6350 Square Yard 1,545.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6450 Square Yard 942.000 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 0460-0001 Square Yard 3,503.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 549.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 0601-0311 Linear Foot 8.000 01 n h 12" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-7005 Linear Foot 8.000 01 n h 12" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill e 0601-0312 Linear Foot 26.000 01 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-7008 Linear Foot 26.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill 0605-2600 Each 2.000 01 n k Type d Endwall 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 11 n x Mobilization 0609-0003 Lump Sum 1.000 09 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 09 n x Std Equipment Package 0610-7002 Linear Foot 1,293.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 45.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 9.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 9.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0020 Each 1.000 01 n h Concrete Collar For 12" Pipe Extension 0619-0459 Each 14.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 546.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 450.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 75.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 188.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 13.000 01 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1635 Linear Foot 188.000 01 n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 13.000 01 n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0627-3020 Linear Foot 31.000 12 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 31.000 12 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001 Linear Foot 12.000 12 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 12.000 12 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0659-0001 Square Yard 1,296.000 01 n f4 High Friction Surface Treatment (Hfst) 0660-0022 Linear Foot 123.000 01 n f3 Milled Centerline Rumble Strips Type 2 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0696-0639 Each 2.000 12 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 2.000 12 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0025 Cubic Yard 18.000 01 n c1, h No. 57 Coarse Aggregate 0703-0100 Cubic Yard 98.000 01 n c1, h Type a Fine Aggregate 0802-0001 Cubic Yard 8.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 227.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0014 Pound 63.000 01 n m3 Seeding - Formula e 0804-0020 Pound 45.000 01 n m3 Seeding And Soil Supplements - Formula l 0804-0021 Pound 8.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 5.000 01 n m3 Mulching - Straw 0805-0044 Square Yard 7.000 01 n m3 Mulching - Spent Mushroom Soil Compost 0805-0050 Square Yard 7.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 218.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 714.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0810-0052 Each 9.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 50,000.000 $1.00 $50,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 101.000 01 n c1 Rock, Class r-4 0850-0034 Cubic Yard 179.000 02** n c1 Rock, Class r-6 0854-0002 Each 1.000 01 n h Temporary Slope Pipe 0855-0003 Each 5.000 01 n m2 Pumped Water Filter Bag 0865-0003 Linear Foot 194.000 01 n m2 Silt Barrier Fence, 30" Height 0867-0018 Linear Foot 2,098.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0004 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0005 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0006 Lump Sum 1.000 12 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0202 Each 2.000 12 n q Floodlights 0901-0231 Day 150.000 12 n q Additional Warning Lights, Type b 0901-0240 Square Foot 440.000 12 n q, r Additional Traffic Control Signs 4901-0450 Each 2.000 12 n Yes q Proj 3-Line Changeable Message Sign With Telecommunications , Modified 0901-0701 Each 1.000 12 n p Temporary Traffic Signals (Permanent Only) 0931-0001 Square Foot 190.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 58.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 35.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 35.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 9.000 01 n r Reset Post Mounted Signs, Type f 4952-1000 Each 3.000 12 n Yes p Std Time Clock , Gps 0960-0001 Linear Foot 2,523.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 2,551.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 25.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 2,384.000 12 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 43.000 12 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 66.000 12 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 880.000 12 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 556.000 12 n o2, o3 Pavement Marking Removal 0966-0011 Each 9.000 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 0975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 5018-0061 Lump Sum 1.000 02 n Yes c1, t1 Proj Removal Of Existing Culvert , s-34341, Modified 5018-0063 Lump Sum 1.000 05 n Yes c1, t1 Proj Removal Of Existing Culvert , s-32878, Modified 5018-0064 Lump Sum 1.000 06 n Yes c1, t1 Proj Removal Of Existing Culvert , s-34343, Modified 5018-0065 Lump Sum 1.000 07 n Yes c1, t1 Proj Removal Of Existing Culvert , s-32880, Modified 1019-0020 Square Yard 234.000 04 n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 5043-0001 Square Foot 1,384.000 04 n Yes k1 Proj Shotcrete , Intrados Repair 5090-0091 Square Foot 73.000 04 n Yes s2 Proj Repair Deteriorated Concrete , Modified 1999-0000 Hour 1,000.000 10 n z Std Trainees For Projects 100% State Funded e 8510-0101 Lump Sum 1.000 02 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-34341 a 1002-0052 Pound 7,100.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0111 Lump Sum 1.000 02 n s1, s4 Std Precast Reinforced Concrete Box Culvert With Precast Wingwalls And Cutoff Walls, s-34341a o 8510-0121 Lump Sum 1.000 02 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-34341a o 8520-0131 Lump Sum 1.000 02 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-34341a e 8510-0103 Lump Sum 1.000 05 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-32878 a 1002-0052 Pound 11,000.000 05 n s7 Reinforcement Bars, Epoxy Coated o 8510-0113 Lump Sum 1.000 05 n s1, s4 Std Precast Reinforced Concrete Box Culvert With Precast Wingwalls And Cutoff Walls, s-32878a o 8510-0123 Lump Sum 1.000 05 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-32878a o 8520-0133 Lump Sum 1.000 05 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-32878a e 8510-0104 Lump Sum 1.000 06 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-34343 a 1002-0052 Pound 5,600.000 06 n s7 Reinforcement Bars, Epoxy Coated o 8510-0114 Lump Sum 1.000 06 n s1, s4 Std Precast Reinforced Concrete Box Culvert With Precast Wingwalls And Cutoff Walls, s-34343a o 8510-0124 Lump Sum 1.000 06 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-34343a o 8520-0134 Lump Sum 1.000 06 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-34343a e 8510-0105 Lump Sum 1.000 07 n Yes s1, s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-32880 a 1002-0052 Pound 8,000.000 07 n s7 Reinforcement Bars, Epoxy Coated o 8510-0115 Lump Sum 1.000 07 n s1, s4 Std Precast Reinforced Concrete Box Culvert With Precast Wingwalls And Cutoff Walls, s-32880a o 8510-0125 Lump Sum 1.000 07 n s1, s4 Std Precast Reinforced Concrete Box Culvert, s-32880a o 8520-0135 Lump Sum 1.000 07 n s1, s4 Std Cast-In-Place Reinforced Concrete Box Culvert, s-32880a 9000-0001 Linear Foot 651.000 01** n g4 Proj Sawcut Existing Pavement 9000-0002 Dollar 1,429,000.000 $1.00 $1,429,000.00 13 y s1, s2 Proj On Demand Priority Bridge Repairs 9000-0003 Dollar 50,000.000 $1.00 $50,000.00 01 y f, f1 Proj Repair Of Franklin Township Roads t-319 And t-323 9000-0004 Each 2.000 12 n p Proj Existing Traffic Signal Initial Retiming Assessment 9000-0005 Each 6.000 12 n p Proj Existing Traffic Signal Retiming 9000-0006 Hour 50.000 01 n m2 Proj e&s Control Supervisor 9000-0007 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-34341 9000-0009 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-32862 9000-0010 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-32878 9000-0011 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-34343 9000-0012 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam, s-32880 9000-0014 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-34341 9000-0016 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-32862 9000-0017 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-32878 9000-0018 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-34343 9000-0019 Lump Sum 1.000 01 n m2 Proj Pump Bypass, s-32880 9000-0021 Dollar 15,000.000 $1.00 $15,000.00 01 y x Proj Qualified Bog Turtle Surveyor 9000-0023 Cubic Yard 30.000 01 n m2 Proj Stream Channel Cleaning 9000-0024 Lump Sum 1.000 04 n a Proj Debris Removal, s-32862 9000-0025 Cubic Yard 37.000 04 n c1 Proj Rock, Class r-5, Partially Grouted 9000-0026 Cubic Yard 18.000 04 n c1 Proj Rock, Class r-6, Choked With Rock, Class r-4 9000-0027 Each 50.000 01 n x Proj Permanent Right-Of-Way Monuments 9000-0028 Each 4.000 04 n t7 Proj Weep Holes 9000-0030 Lump Sum 1.000 50 n Zz Proj Relocation Of Upper Providence Township Sanitary Sewer Force Main 9000-0035 Cubic Yard 13.000 02 n c1 Proj Over Excavation And Replacement With No. 2a Coarse Aggregate, s-34341 9000-0037 Cubic Yard 13.000 05 n c1 Proj Over Excavation And Replacement With No. 2a Coarse Aggregate, s-32878 9000-0038 Cubic Yard 12.000 06 n c1 Proj Over Excavation And Replacement With No. 2a Coarse Aggregate, s-34343 9000-0039 Cubic Yard 11.000 07 n c1 Proj Over Excavation And Replacement With No. 2a Coarse Aggregate, s-32880 9000-0041 Cubic Yard 26.000 02 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-34341 9000-0043 Cubic Yard 32.000 05 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-32878 9000-0044 Cubic Yard 21.000 06 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-34343 9000-0045 Cubic Yard 16.000 07 n c1 Proj Rock, Class r-6, Choked With Streambed Material, s-32880 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System, s-34341 9203-0103 Lump Sum 1.000 05 n c1, s5 Std Temporary Excavation Support And Protection System, s-32878 9203-0104 Lump Sum 1.000 06 n c1, s5 Std Temporary Excavation Support And Protection System, s-34343 9203-0105 Lump Sum 1.000 07 n c1, s5 Std Temporary Excavation Support And Protection System, s-32880 |
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Project Documents |
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