Last Updated 08/21/2020 04:01 AM
Project Title

Rats Bridge Preservation 7

Physical Address View project details and contacts
City, State (County) Reading, PA 19601   (Berks 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 $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This project consists of bridge repairs of various structure types, including but not limited to concrete deck repairs, concrete beam and substructure repairs, bearing repairs, joint repairs/joint sealing, zone painting, scour countermeasures and channel repairs, along with other miscellaneous construction as indicated on the attached details included in the Bid Package for State Routes 61, 183, 422, 562, 662 737,2038, 2053, 3009, and 8042, in Albany, Bern, Cumru, Douglass, Earl, Exeter, Muhlenberg, and Ruscombmanor Townships, West Reading Borough, and the City of Reading in Berks County. 0203-0004 Cubic Yard 157.000 13** n c1 Class 1b Excavation 0204-0100 Cubic Yard 25.000 15 n c1, s1, t1 Class 3 Excavation 0212-0014 Square Yard 127.000 15** n c3, h, m2 Geotextile, Class 4, Type a 0313-0437 Ton 97.000 13** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0120 Cubic Yard 69.000 13** n c, e Subbase (No. 2a) 0413-0255 Ton 124.000 13** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-1024 Ton 37.000 18** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6047 Ton 63.000 13** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0450-1621 Ton 76.000 03 n f1 Superpave Asphalt Mixture Design, Wearing Course, Manual Patching, Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-e 0460-0001 Square Yard 3,188.000 03** n f4 Asphalt Tack Coat 0491-0013 Square Yard 904.000 18** n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 259.000 03 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0609-0003 Lump Sum 1.000 02** n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02** n x Std Equipment Package 0619-0459 Each 1.000 28 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0500 Linear Foot 1,206.000 13** n j Reset Guide Rail 0620-0530 Each 125.000 28 n j 8" x 6" Plastic Offset Bracket 0620-1600 Linear Foot 113.000 28 n j Type 31-s Guide Rail 0620-1650 Each 1.000 28 n j Type 31-Strong Post End Treatment 0627-3019 Linear Foot 120.000 19 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0627-3020 Linear Foot 2,143.000 09** n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 1,703.000 09** n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0636-0001 Linear Foot 40.000 23 n f1, k Asphalt Concrete Curb 0686-0030 Lump Sum 1.000 07 n x Construction Surveying, Type b, Modified 0686-0040 Lump Sum 1.000 07 n x Construction Surveying, Type c 0686-0060 Lump Sum 1.000 07 n x Construction Surveying, Type d, Modified 0689-0005 Lump Sum 1.000 08 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 08 y x Internal Facilitation 0696-0639 Each 6.000 09** n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 5.000 09** n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0024 Cubic Yard 3.000 15 n c1, h No. 2a Coarse Aggregate 0804-0006 Pound 37.000 13** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0810-0026 Linear Foot 1,123.000 13 n m1 Tree Trimming To a Max Height Of 20` 0810-0052 Each 9.000 13** n a, m1 Selective Tree Removal 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 08 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 13.000 25 n c1 Rock, Class r-3 0850-0032 Cubic Yard 17.000 15 n c1 Rock, Class r-4 0850-0034 Cubic Yard 10.000 30 n c1 Rock, Class r-6 0901-0001 Lump Sum 1.000 09 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 14 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 19 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0004 Lump Sum 1.000 24 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0005 Lump Sum 1.000 29 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0006 Lump Sum 1.000 34 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0007 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0008 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0009 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0010 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0011 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0012 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0013 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0014 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0203 Each 2.000 09 n q Arrow Panel 0901-0231 Day 300.000 09** n q Additional Warning Lights, Type b 0901-0240 Square Foot 300.000 09** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 3,242.000 14** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 Linear Foot 2,217.000 09** n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,654.000 14** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 5,223.000 09** n o 6" Standard Pavement Markings, Paint & Beads, White 0962-1000 Linear Foot 6,744.000 13** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 5,900.000 03** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 6,428.000 13** n o 4" Yellow Waterborne Pavement Markings 0962-1006 Linear Foot 1,758.000 03** n o 6" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 7,149.000 09** n o2, o3 Pavement Marking Removal 0964-0021 Linear Foot 205.000 08 n o 24" White Epoxy Pavement Markings 1001-0970 Square Yard 98.000 20 n g4, s9 Mechanical Texturing With Transverse Sawed Grooves 1001-0971 Square Yard 103.000 30 n g4, s9 Mechanical Texturing With Transverse Sawed Grooves 1001-0972 Square Yard 120.000 25 n g4, s9 Mechanical Texturing With Transverse Sawed Grooves 1001-0973 Square Yard 1,320.000 35 n g4, s9 Mechanical Texturing With Transverse Sawed Grooves 1001-1000 Cubic Yard 24.000 20 n s9 Class Aaap Cement Concrete 1001-1001 Cubic Yard 20.000 30 n s9 Class Aaap Cement Concrete 1001-1002 Cubic Yard 21.000 25 n s9 Class Aaap Cement Concrete 1001-1003 Cubic Yard 5.000 35 n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 7.000 15 n s2 Class Aa Cement Concrete 1001-1081 Cubic Yard 6.000 35 n s2 Class Aa Cement Concrete 1001-1120 Cubic Yard 9.000 15 n s2 Class a Cement Concrete 1002-0052 Pound 2,000.000 15 n s7 Reinforcement Bars, Epoxy Coated 1002-0053 Pound 3,100.000 20 n s7 Reinforcement Bars, Epoxy Coated 1002-0142 Each 18.000 35 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1002-0152 Each 38.000 20 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0153 Each 4.000 20 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1002-0190 Pound 2,500.000 30 n s7 Reinforcement Bars, Epoxy Coated 1002-0192 Pound 3,000.000 25 n s7 Reinforcement Bars, Epoxy Coated 1002-0193 Pound 2,100.000 35 n s7 Reinforcement Bars, Epoxy Coated 1003-0002 Each 96.000 15 n s2 Dowel Holes, 6" Depth 1018-0050 Lump Sum 1.000 15 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 35 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 10 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0020 Square Yard 134.000 10 n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 1019-0040 Square Yard 140.000 01 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) 1019-0050 Square Yard 377.000 20** n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1039-0010 Square Yard 1,390.000 35 n s9 Concrete Bridge Deck Surface Preparation, Hydrodemolition 1040-0002 Square Foot 94.000 20 n s9 Concrete Bridge Deck Repair, Type 2 1040-0003 Square Foot 47.000 20 n s9 Concrete Bridge Deck Repair, Type 3 1040-0020 Square Foot 700.000 35 n s9 Concrete Bridge Deck Repair, Type 2 1040-0030 Square Foot 10.000 35 n s9 Concrete Bridge Deck Repair, Type 3 1040-0200 Square Foot 138.000 30 n s9 Concrete Bridge Barrier Repair, Type 2 1040-0201 Square Foot 40.000 25 n s9 Concrete Bridge Barrier Repair, Type 2 1041-0010 Square Yard 416.000 20 n f3, s2 Scarification, 1/4" Depth 1041-0011 Square Yard 409.000 30 n f3, s2 Scarification, 1/4" Depth 1041-0012 Square Yard 479.000 25 n f3, s2 Scarification, 1/4" Depth 1041-0020 Square Yard 4,170.000 35 n f3, s2 Scarification, 1/2" Depth 1042-0001 Square Yard 1,390.000 35 n s3 Latex Modified Concrete Wearing Surface, 1 1/4" Depth 1042-0060 Cubic Yard 35.000 35 n s3 Latex Modified Concrete, Variable Depth 1050-0085 Each 25.000 10 n t5 Laminated Neoprene Bearing Pad 1050-0110 Pound 71.000 10 n s2, t3 Fabricated Structural Steel Repair 1090-1007 Linear Foot 44.000 35 n t6 Standard Expansion Dam Replacement, 3 1/2" Movement 1090-1008 Linear Foot 47.000 35 n t6 Standard Expansion Dam Replacement, 4" Movement 1090-1017 Linear Foot 46.000 10 n t5 Neoprene Strip Seal Gland Replacement 1091-0331 Linear Foot 30.000 35 n k1 Epoxy Injection Crack Seal 9000-0001 Lump Sum 1.000 06 n x Proj Mobilization, Sr 0061 9000-0002 Lump Sum 1.000 11 n x Proj Mobilization, Sr 0183 9000-0003 Lump Sum 1.000 16 n x Proj Mobilization, Sr 0562 9000-0004 Lump Sum 1.000 21 n x Proj Mobilization, Sr 0737 9000-0005 Lump Sum 1.000 26 n x Proj Mobilization, Sr 2038 9000-0006 Lump Sum 1.000 31 n x Proj Mobilization, Sr 8042 9000-0007 Lump Sum 1.000 01 n x Proj Mobilization, Sr 0422 9000-0010 Lump Sum 1.000 13 n h, m2 Proj Erosion And Sediment Pollution Control - Sr 0183 9000-0020 Lump Sum 1.000 18 n h, m2 Proj Erosion And Sediment Pollution Control - Sr 0562 9000-0030 Lump Sum 1.000 28 n h, m2 Proj Erosion And Sediment Pollution Control - Sr 2038 9000-0050 Lump Sum 1.000 23 n h, m2 Proj Erosion And Sediment Pollution Control - Sr 0737 9000-0060 Lump Sum 1.000 33 n h, m2 Proj Erosion And Sediment Pollution Control - Sr 8042 9000-0100 Square Foot 2,200.000 15 n v Proj Corrosion Protection 9000-0101 Lump Sum 1.000 13 n a Proj Clearing And Grubbing 9000-0102 Lump Sum 1.000 13 n c1 Proj Channel Debris Removal 9000-0200 Linear Foot 30.000 20 n s2 Proj Epoxy Injection Crack Seal 9000-0201 Linear Foot 48.000 20 n s2 Proj Carbon Fiber Reinforced Polymer (Cfrp) System, Flexural Stengthening 9000-0202 Square Foot 176.000 20 n g3 Proj Concrete Spall Repairs, Beams, Type 2 9000-0203 Square Foot 63.000 20 n g3 Proj Concrete Spall Repairs, Substructure, Type 2 9000-0204 Square Foot 75.000 20 n g3 Proj Concrete Spall Repairs, Overhead, Type 2 9000-0205 Lump Sum 1.000 20 n z Proj Bridge Cleaning 9000-0206 Linear Foot 20.000 20 n t9 Proj Repair Railing - In Kind 9000-0207 Cubic Yard 10.000 20 n c1 Proj Rock, Class r-4 9000-0208 Each 670.000 20 n c6 Proj Dowel Holes, 6" Depth 9000-0209 Lump Sum 1.000 18 n a Proj Clearing And Grubbing 9000-0300 Square Foot 20.000 30 n g3 Proj Concrete Spall Repairs, Substructure, Type 2 9000-0301 Square Foot 60.000 30 n g3 Proj Concrete Spall Repairs, Beams, Type 2 9000-0302 Square Foot 30.000 30 n g3 Proj Concrete Spall Repairs, Overhead, Type 2 9000-0303 Linear Foot 157.000 30 n s2 Proj Carbon Fiber Reinforced Polymer (Cfrp) System, Flexural Strengthening 9000-0304 Cubic Yard 34.000 30 n c1 Proj Rock, Class r-4 9000-0305 Each 330.000 30 n c6 Proj Dowel Holes, 6" Depth 9000-0306 Lump Sum 1.000 28 n a Proj Clearing And Grubbing 9000-0400 Linear Foot 300.000 10 n s9 Proj Bridge Deck Crack Seal 9000-0401 Each 16.000 10 n s2 Proj Install 1 1/2" Weepholes 9000-0402 Linear Foot 318.000 10 n t5 Proj Reseal Deck Joints 9000-0403 Each 12.000 10 n t5 Proj Repair Bearings 9000-0404 Lump Sum 1.000 10 n s2 Proj Jacking Bridge Superstructure 9000-0405 Square Foot 100.000 10 n g3 Proj Concrete Spall Repairs, Substructure, Type 2 9000-0406 Linear Foot 60.000 10 n s2 Proj Epoxy Injection Crack Seal 9000-0407 Dollar 5,000.000 $1.00 $5,000.00 10 y t5 Proj Unforeseen Bearing Repair 9000-0408 Square Foot 1,500.000 10 n v Proj Spot Painting Existing Structural Steel - Zone Painting 9000-0500 Square Foot 20.000 25 n g3 Proj Concrete Spall Repairs, Substructure, Type 2 9000-0501 Square Foot 420.000 25 n g3 Proj Concrete Spall Repairs, Beams, Type 2 9000-0502 Square Foot 45.000 25 n g3 Proj Concrete Spall Repairs, Overhead, Type 2 9000-0503 Linear Foot 54.000 25 n s2 Proj Carbon Fiber Reinforced Polymer (Crfp) System, Flexural Strengthening 9000-0504 Cubic Yard 24.000 25 n c1 Proj Rock, Class r-6 9000-0505 Each 330.000 25 n c6 Proj Dowel Holes, 6" Depth 9000-0506 Lump Sum 1.000 23 n a Proj Clearing And Grubbing 9000-0600 Square Foot 150.000 35 n g3 Proj Concrete Spall Repairs, Substructure, Type 2 9000-0601 Square Foot 20.000 35 n g3 Proj Concrete Spall Repairs, Overhead, Type 2 9000-0602 Lump Sum 1.000 35 n z Proj Bridge Cleaning 9000-0603 Cubic Yard 233.000 35 n c1 Proj Rock, Class r-4 9000-0604 Lump Sum 1.000 33 n a Proj Clearing And Grubbing 9000-0700 Linear Foot 812.000 05 n t6 Std Asphaltic Plug Expansion Dam System, 2" Depth, Bituminous Overlay 9000-0800 Dollar 600,000.000 $1.00 $600,000.00 10 y s2 Proj Unforeseen Bridge Repair 9000-0801 Dollar 75,000.000 $1.00 $75,000.00 10 y s9 Proj Unforeseen Deck Repair 9000-0802 Call 3.000 06 n x Proj Mobilization For Emergency Repairs 9705-0101 Cubic Yard 4.000 05 n t6 Std Polymer Mortar For Bridge Joint Expansion Dam 9705-0102 Linear Foot 549.000 05 n t6 Std Silicone Sealant For Bridge Joint Expansion Dam

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 34 - Transportation, 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