Similar Projects
Last Updated | 02/19/2022 07:03 AM |
Project Title | SR 6 (Robert P. Casey Highway) to SR 6006 |
Physical Address | View project details and contacts |
City, State (County) | PA (Lackawanna County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, Paving/Reconstruction |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $30,000,000 to $34,999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Concrete Pavement and Bridge Structure Preservation Project. This project will address the aging concrete roadway pavement by replacing damaged and broken slabs where necessary while retrofitting existing slabs to give them stability, replace damaged or missing pavement joints and the final surface will be diamond ground to make the most of ride quality. The same preservation activities will be applied to all ramp legs along the length of the highway. The bridge structures along the mainline and interchange ramps will receive preventative maintenance work to increase the service life and prevent future deterioration. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 203-0001 Cubic Yard 28.000 01 n c Class 1 Excavation 206-0010 Ton 1,300.000 01 n c1 Select Granular Material (2rc) 491-0019 Square Yard 1,850.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 502-0204 Square Yard 1,070.000 01 n f, g Roller Compacted Concrete Pavement, 5 1/2" Depth 4504-0001 Linear Foot 1,528.000 01 n Yes g1, g4 Proj Pavement Relief Joint , Remove And Replace Asphalt Material 512-0001 Linear Foot 692,269.000 01 n g1, g4 Longitudinal Joint Cleaning And Sealing 4514-0001 Square Yard 711,103.000 01 n Yes g1, g2 Proj Diamond Grinding Of Concrete Pavement , For Collection Of Slurry Material 516-2007 Linear Foot 7,708.000 01 n g1, g4 Patching Joint 4516-2008 Linear Foot 6,556.000 01 n Yes g1, g4 Proj New Pavement Joint , Type d Joint 516-2021 Cubic Yard 3,466.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 516-3109 Square Yard 1,808.000 01 n g1 Concrete Pavement Patching, Skewed Joints, Type b, 9" Depth 516-3110 Square Yard 6,677.000 01 n g1 Concrete Pavement Patching, Skewed Joints, Type b, 10" Depth 516-3209 Square Yard 1,464.000 01 n g1 Concrete Pavement Patching, Skewed Joints, Type c, 9" Depth 516-3210 Square Yard 3,454.000 01 n g1 Concrete Pavement Patching, Skewed Joints, Type c, 10" Depth 516-4109 Square Yard 3,020.000 01 n g1 Accelerated Concrete Pavement Patching, Skewed Joints, Type b, 9" Depth 516-4110 Square Yard 2,719.000 01 n g1 Accelerated Concrete Pavement Patching, Skewed Joints, Type b, 10" Depth 516-4209 Square Yard 3,043.000 01 n g1 Accelerated Concrete Pavement Patching, Skewed Joints, Type c, 9" Depth 516-4210 Square Yard 1,981.000 01 n g1 Accelerated Concrete Pavement Patching, Skewed Joints, Type c, 10" Depth 4521-0001 Linear Foot 451,000.000 01 n Yes g4 Proj Transverse Joint Cleaning And Sealing , Type d Joint 525-0030 Square Foot 273.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Modified 525-0031 Square Foot 67.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Accelerated 527-0001 Each 2,758.000 01 n g4 Dowel Retrofit 608-0001 Lump Sum 1.000 17 n x Mobilization 609-0003 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 02 n x Std Equipment Package 619-0450 Each 15.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 619-0459 Each 27.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 619-0610 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type v (Standard), Test Level 3 620-0010 Each 7.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 620-0011 Each 41.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 620-0402 Each 32.000 01 n j Terminal Section, Bridge Connection 620-0503 Linear Foot 100,830.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0575 Linear Foot 1,250.000 01 n j Guide Rail Element 620-0872 Each 41.000 01 n j Buried-In-Backslope Terminal, Single Panel 620-0873 Each 10.000 01 n j Buried-In-Backslope Terminal, Double Panel 620-0900 Each 75.000 01 n c1, j Remove Concrete Anchorage 620-1025 Linear Foot 64,400.000 01 n j Type 2-w Guide Rail 620-1050 Linear Foot 4,800.000 01 n j Type 2-Wc Guide Rail 620-1400 Linear Foot 2,775.000 01 n j Type 2-Wcc Guide Rail 620-1600 Linear Foot 22,675.000 01 n j Type 31-s Guide Rail 620-1602 Linear Foot 1,250.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 620-1625 Linear Foot 813.000 01 n j Type 31-Sc Guide Rail 620-1650 Each 53.000 01 n j Type 31-Strong Post End Treatment 627-3020 Linear Foot 1,288.0 00 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 628-3020 Linear Foot 9,442.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 4658-0003 Square Yard 24.000 01 n Yes g Proj Concrete Shoulders,Type 2 , 10" Depth 4658-0004 Square Yard 167.000 01 n Yes g Proj Concrete Shoulders, Type 2 , 9" Depth 658-0014 Square Yard 780.000 01 n f, g Roller Compacted Concrete Shoulder, 5 1/2" Depth 686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 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 696-0610 Each 3.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 697-0610 Each 23.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 901-0001 Lump Sum 1.000 18 n q Maintenance And Protection Of Traffic During Construction 901-0340 Linear Foot 13,885.000 01 n o2, o3 4" Standard Pavement Markings, Tape, Yellow 901-0350 Linear Foot 16,679.000 01 n o2, o3 4" Standard Pavement Markings, Tape, White 901-0451 Each 4.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 937-0104 Each 103.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 937-0106 Each 200.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 937-0112 Each 122.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 937-0113 Each 885.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 937-0117 Each 112.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 937-0118 Each 139.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 937-0121 Each 157.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/r) 937-0122 Each 494.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 937-0330 Each 975.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 937-0331 Each 108.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 937-0333 Each 70.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 937-0335 Each 96.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 962-1000 Linear Foot 2,117.000 01 n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 2,167.000 01 n o 4" Yellow Waterborne Pavement Markings 963-0001 Square Foot 2,000.000 01 n o2, o3 Pavement Marking Removal 964-0001 Linear Foot 217,766.000 01 n o4" White Epoxy Pavement Markings 964-0002 Linear Foot 215,458.000 01 n o 4" Yellow Epoxy Pavement Markings 964-0008 Linear Foot 44,236.000 01 n o 8" White Epoxy Pavement Markings 964-0011 Linear Foot 448.000 01 n o 12" White Epoxy Pavement Markings 964-0021 Linear Foot 9,528.000 01 n o 24" White Epoxy Pavement Markings 964-0101 Each 4.000 01 n o3 White Epoxy Legend, "Only", 8' - 0" 964-0222 Each 6.000 01 n o3 White Epoxy Legend, "Right Arrow", 12' - 0" x 3' - 0" 964-0224 Each 4.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 964-0228 Each 4.000 01 n o3 White Epoxy Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 964-0230 Each 32.000 01 n o3 White Epoxy Legend, "Wrong Way Arrow" , 23'-0" 966-0300 Each 1,684.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1040-0120 Square Foot 2,905.000 03** n s9 Concrete Bridge Deck Repair Accelerated, Type 2 Using Asc 1040-0130 Square Foot 443.000 03** n s9 Concrete Bridge Deck Repair Accelerated, Type 3 Using Asc 1041-0020 Square Yard 36,802.000 03** n f3, s2 Scarification, 1/2" Depth 1047-0010 Square Yard 18,404.000 03** n s3 Polyester Polymer Concrete Overlay, 1" 5090-1017 Linear Foot 1,440.000 03** n Yes t5 Proj Neoprene Strip Seal Gland Replacement , Including Cleaning And Painting Of Dam 1999-9999 Hour 3,000.000 16 n z Std Trainees 9000-0002 Dollar 125,000.000 $1.00 $125,000.00 15 y s2 Proj Maintenance Of Existing Bridge 9000-0003 Each 2,770.000 01 n o1 Proj Recessed Pavement Markers, Removal Without Replacement 9000-0004 Linear Foot 40,185.000 01 n o Std 6" Permanent Preformed Patterned Reflective Pavement Marking, White 9000-0005 Lump Sum 1.000 09 n s2 Proj Sounding Of Substructure Units s-40070 9000-0006 Lump Sum 1.000 08 n s2 Proj Sounding Of Substructure Units s-40069 9000-0007 Lump Sum 1.000 07 n s2 Proj Sounding Of Substructure Units s-40068 9000-0008 Lump Sum 1.000 06 n s2 Proj Sounding Of Substructure Units s-40067 9000-0009 Lump Sum 1.000 05 n s2 Proj Sounding Of Substructure Units s-40066 9000-0010 Lump Sum 1.000 04 n s2 Proj Sounding Of Substructure Units s-40065 9000-0011 Lump Sum 1.000 03 n s2 Proj Sounding Of Substructure Units s-40064 9000-0012 Lump Sum 1.000 10 n s2 Proj Sounding Of Substructure Units s-40071 9000-0013 Lump Sum 1.000 11 n s2 Proj Sounding Of Substructure Units s-40072 9000-0014 Lump Sum 1.000 12 n s2 Proj Sounding Of Substructure Units s-40073 9000-0015 Lump Sum 1.000 13 n s2 Proj Sounding Of Substructure Units s-40074 9000-0016 Lump Sum 1.000 14 n s2 Proj Sounding Of Substructure Units s-40075 9000-0105 Linear Foot 2,724.000 03** n g4 Std Silicone Joint Sealing System 9000-0151 Dollar 850,000.000 $1.00 $850,000.0 0 03** y s2 Std Unforeseen Bridge Repairs 9000-0156 Linear Foot 1,519.000 03** n s2 Std Bridge Expansion Joint System 9000-5000 Each 84.000 01 n x Proj Snowpole (Orange), 7'-0" 9000-6170 Lump Sum 1.000 01 n x Proj |
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Details | Bridge, New Construction.
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Project Documents |
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