Construction Journal Try for free >
Similar Projects
2020 Paving Program
Bidding
Moscow, PA 18444
Paving Project
Bidding
Madison Township, PA 18444
Grading & Rolling
Post-Bid
Forest City, PA 18421
Paving of Ravnikar and Smith Roads
Post-Bid
Forest City, PA 18421
Street Improvements Project
Results
$160,000 to $180,000 est. value
Throop, PA 18512
Capital Improvements Pavement Rehabilitation
Results
Dunmore, PA 18512
Asphalt Paving at Five Lukoil Service Stations
Renovation
Post-Bid
J--Replace Shop Lead Track
Results
$1,000,000 to $5,000,000 est. value
Scranton, PA
Paving Project 2019
Post-Bid
Dalton, PA 18414
Mcandrew Road Improvement Project
Results
Moscow, PA 18444
2019 Paving Project
Post-Bid
Old Forge, PA 18517
Roadway and Miscellaneous Repairs
Term Contract
Results
Less than $4,500,000 est. value
Mary Street
Post-Bid
Scranton, PA 18500
2019 Paving
Results
Carbondale, PA 18407
Masters Street
Post-Bid
Scranton, PA 18500

Paving/Reconstruction Construction Project Lead, PA   (Lackawanna County)

Share
Last Updated 02/01/2019 04:43 AM
Project Title

I-81 NB/SB Mill/Fill Lacka
Physical Address View project details and contacts
City, State (County) PA   (Lackawanna 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 $15,000,000 to $19,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description Certain section of highway in LACKAWANNA COUNTY in Moosic Borough, SR 0081, Section 249. The project being situated as follows: LACKAWANNA COUNTY SR 0081 NB- from Segment 1784 Offset 1505 to Segment 1850 Offset 0520 along SR 0081 NB. LACKAWANNA COUNTY SR 0081 SB- from Segment 1785 Offset 1446 to Segment 1845 offset 1566 along SR 0081 SB. LACKAWANNA COUNTY SR 8001 (all Ramps) LACKAWANNA COUNTY SR 8003 (all Ramps) LACKAWANNA COUNTY SR 8039 (all Ramps) LACKAWANNA COUNTY SR 8005 (Ramps C, Segment 0250 and Ramp F, Segment 0270) This project consists of milling and resurfacing of an existing bituminous interstate roadways and ramps and concrete bridge repairs. Other work includes guiderail, impact attenuating devices, temporary traffic control (day and night work), full depth shoulders to shift traffic at bridge work, temporary concrete barrier, excavation, delineators, signing, pavement markings, removal of portion of bridge, concrete bridge deck repair and miscellaneous construction all contained within an overall length of 33,021 linear feet (6.29 miles) as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 977.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 6,783.000 01 n c1 Class 1b Excavation 0204-0100 Cubic Yard 381.000 08** n c1, s1, t1 Class 3 Excavation 0205-0364 Ton 375.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0014 Square Yard 2,429.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,271.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0722 Square Yard 21,576.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, >/= 30 Million Esals, 25.0 Mm Mix, 4" Depth 0316-0637 Ton 148.000 01 n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0104 Square Yard 19,554.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0121 Ton 81.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 65,000.000 $1.0000 $65,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0681 Square Yard 37,983.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-0761 Ton 1.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 10 To < 30 Million Esals, 12.5 Mm Mix, Srl-e 0411-0851 Square Yard 19,554.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, >/= 30 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-e 0411-2591 Ton 1,146.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-e 0411-6730 Ton 16.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 10 To < 30 Million Esals, 25.0 Mm Mix 4411-6730 Ton 467.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 10 To < 30 Million Esals, 25.0 Mm Mix And Removal Of Temporary Super 0411-6850 Square Yard 21,576.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, >/= 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0419-1320 Square Yard 208,166.000 01 n f Stone Matrix Asphalt Mixture Design, Wma Wearing Course, Rps Pg 76-22, 12.5 Mm Mix, 2" Depth, Srl-e 0450-2310 Ton 200.000 01 n f1 Superpave Asphalt Mixture Design, Hma Binder Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 282,448.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 36,977.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0033 Square Yard 207,428.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 4515-0001 Linear Foot 287,980.000 01 n Yes g1, g4 Proj Sawing And Sealing Of Bituminous Overlays , Of Joints For 0608-0001 Lump Sum 1.000 01 n x Mobilization 0608-0010 Lump Sum 1.000 01 n x Std Pennsylvania Turnpike Insurance 0609-0002 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7002 Linear Foot 340.000 01 n h2 6" Pavement Base Drain 0619-0459 Each 8.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 6.000 01 n j Terminal Section, Single 0620-0402 Each 10.000 01 n j Terminal Section, Bridge Connection 0620-0502 Linear Foot 377.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-0503 Linear Foot 1,586.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0525 Each 375.000 01 n j Offset Brackets 0620-0900 Each 8.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 4,563.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 26.000 01 n j Type 31-Sc Guide Rail 0620-1660 Each 6.000 01 n j Type 31-Strong Post Anchor Terminal 0623-0001 Linear Foot 220.000 01 n j1 Concrete Median Barrier 4623-0001 Linear Foot 30.000 01 n Yes j1 Proj Concrete Median Barrier Follow Pts-145 (Pennsylvania Turnpike Standard), Includes All Required Excav And Seal Of The Wall 0623-0275 Linear Foot 220.000 01 n j1 Removal Of Existing Concrete Median Barrier 4623-0275 Linear Foot 88.000 01 n Yes j1 Proj Removal Of Existing Concrete Median Barrier Including All Excavation Around Barrier And Saw Cut Of Existing Pavement 4624-0002 Linear Foot 170.000 01 n Yes j2 Proj Right-Of-Way Fence Fabric, Type 1 Repair And/Or Reset 0624-0275 Linear Foot 170.000 01 n a, j2 Removal Of Existing Right-Of-Way Fence 4624-0600 Each 170.000 01 n Yes j2 Proj Line Posts For Type 1 Right-Of-Way Fence Repair And/Or Reset 0627-3020 Linear Foot 12,352.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 20,167.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0643-0001 Linear Foot 950.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 1,690.000 01 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 4673-0001 Square Yard 316.000 14** n Yes k1, s4 Proj Precast Cement Concrete Block Slope Wall Remove And Replace 0680-0121 Square Yard 44.000 12** n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0004 Lump Sum 1.000 01 n x Cpm Schedule, Resource Loaded 0696-0610 Each 13.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0639 Each 15.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0020 Cubic Yard 210.000 01 n c1, h No. 1 Coarse Aggregate 0703-0024 Cubic Yard 271.000 03** n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 7.000 01 n c1, h No. 57 Coarse Aggregate 0850-0032 Cubic Yard 265.000 01 n c1 Rock, Class r-4 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 975.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0120 Each 20.000 01 n q Speed Display Sign 0901-0203 Each 6.000 01 n q Std Arrow Panel 0901-0222 Each 455.000 01 n q Proj Temporary Lane Separator Curb 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 98,040.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 175,092.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 6.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 0910-0156 Each 1.000 01 n p8 Pole Foundation, Type Fc Modified 0910-0252 Each 1.000 01 n p8 Steel Lighting Pole With 20-Foot Bracket Arm (30-Foot Mounting Height) Type a 0910-4116 Linear Foot 429.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 379.000 01 n c1, p8 2" Direct Burial Conduit 0910-6000 Linear Foot 379.000 01 n c1, p8 Trench 0931-0001 Square Foot 65.000 01 n r Post Mounted Signs, Type b 0937-0104 Each 58.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 58.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0117 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 0937-0121 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/r) 0937-0213 Each 400.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/b) 0937-0315 Each 2.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Yellow Post With Yellow/Red Sheeting 0937-0330 Each 124.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 113.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0333 Each 99.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0335 Each 115.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0960-0005 Linear Foot 332.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 2,604.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0222 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0228 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 0960-0230 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Wrong Way Arrow", 23' - 0" 0963-0004 Linear Foot 39,517.000 01 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 72,131.000 01 n o2, o3 6" Pavement Marking Removal 0964-0001 Linear Foot 115,415.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 83,709.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 39,526.000 01 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 30,648.000 01 n o 6" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 5,152.000 01 n o 8" White Epoxy Pavement Markings 0964-0009 Linear Foot 4,826.000 01 n o 8" Yellow Epoxy Pavement Markings 0964-0022 Linear Foot 1,882.000 01 n o 24" Yellow Epoxy Pavement Markings 0966-0300 Each 612.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1001-0000 Cubic Yard 83.000 03** n s9 Class Aaa Cement Concrete 1001-0001 Cubic Yard 39.000 03** n s2 Class Aa Cement Concrete 1002-0053 Pound 29,189.000 03** n s7 Reinforcement Bars, Epoxy Coated 1002-0140 Each 308.000 03** n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0142 Each 252.000 03** n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1017-0002 Square Yard 600.000 12** n k1 Pressure Mortar Surfacing 1018-0050 Lump Sum 1.000 03 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 04 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 05 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0053 Lump Sum 1.000 07 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0054 Lump Sum 1.000 06 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0055 Lump Sum 1.000 01 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0056 Lump Sum 1.000 08 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0020 Square Yard 6,182.000 12** n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 1026-0015 Linear Foot 370.000 03** n t6 Neoprene Strip Seal Dam, (3" Movement) 5026-0015 Linear Foot 70.000 11 n Yes t6 Proj Neoprene Strip Seal Dam, (3" Movement) Replace Existing Gland 5026-0017 Linear Foot 70.000 11 n Yes t6 Proj Neoprene Strip Seal Dam, (4" Movement) , Replace Existing Gland 5040-0002 Square Foot 645.000 10 n Yes s9 Proj Concrete Bridge Deck Repair, Type 2 Using Rapid Set Concrete 1040-0003 Square Foot 2,938.000 03** n s9 Concrete Bridge Deck Repair, Type 3 5040-0003 Square Foot 437.000 10 n Yes s9 Proj Concrete Bridge Deck Repair, Type 3 Using Rapid Set Concrete 1041-0001 Square Yard 3,571.000 03** n f3, s2 Scarification 1042-0002 Square Yard 2,152.000 03** n s3 Latex Modified Concrete Wearing Surface, 1 1/2" Depth 1042-0003 Square Yard 1,866.000 06** n s3 Latex Modified Concrete Wearing Surface, 1 3/4" Depth 1050-0080 Each 6.000 14 n t5 Plain Neoprene Bearing Pad 1050-0085 Each 3.000 14 n t5 Laminated Neoprene Bearing Pad 1056-0110 Pound 4,543.000 12 n t3 Fabricated Structural Steel, Galvanized 1090-0060 Each 14.000 12 n t5 Proj Replace Expansion Bearing 1090-0100 Lump Sum 1.000 12 n s2 Proj Jacking Bridge Superstructure 1090-0101 Lump Sum 1.000 14 n s2 Proj Jacking Bridge Superstructure 1090-0102 Lump Sum 1.000 19 n s2 Proj Jacking Bridge Superstructure 1999-9999 Hour 2,000.000 01 n z Std Trainees 9000-0001 Linear Foot 21,037.000 01 n o Std 6" White Permanent Preformed Patterned Reflective Pavement Marking 9000-0002 Linear Foot 16,624.000 01 n o Std 8" White Permanent Preformed Patterend Reflective Pavement Marking 9000-0003 Square Foot 253.000 10 n s2, s9 Proj Concrete Bridge Deck Repair, Type 3, Using Rapid Set Concrete, Replace Existing Deck Patches 9000-0004 Each 1.000 01 n p, p8 Proj Remove, Store, And Reset Light Pole 9000-0005 Ton 75.000 01 n f, f1 Std Pothole And Shoulder Patching 9000-0006 Square Foot 938.000 03** n s2, s9 Proj Concrete Bridge Deck Repair, Type 3, Replace Existing Deck Patches 9000-0007 Each 19.000 10** n p, p8 Proj Remove And Replace Concrete Pedestal 9000-0012 Dollar 140,000.000 $1.0000 $140,000.00 03** y s2 Proj Maintenance Of Existing Bridge 9000-0030 Each 4.000 01 n x Proj Utility Test Hole 9000-0040 Each 8.000 01** n m2 Std Concrete Washout Facility 9000-0050 Square Foot 2,022.000 03** n s2 Std Frp Repairs Of Concrete 9000-0102 Linear Foot 92.000 12** n s2, t7 Proj Remove And Replace Existing Scupper Downspouting 9000-0105 Linear Foot 635.000 03** n s2, s3 Std Silicone Joint Sealing System 9000-0142 Square Yard 3,569.000 03** n s2, s3 Proj Concrete Bridge Deck Surface Preparation, Hydrodemolition 9000-0150 Each 28.000 05** n s2 Std Prestressed Concrete Beam End Repair 9000-0151 Dollar 300,000.000 $1.0000 $300,000.00 03** y s2 Std Unforeseen Bridge Repair 9000-0152 Each 13.000 05** n s2, s9 Std Remove And Replace Existing Concrete Diaphragm 9000-0153 Cubic Foot 1,903.000 12** n s2 Std Class a Cement Concrete Special Repairs > 2" 9000-0156 Linear Foot 130.000 10 n s2, s9, t6 Proj Bridge Expansion Joint System 9000-0159 Each 188.000 12 n s2 Std Adhesive Anchor, No. 6 Bar 9000-0162 Cubic Yard 90.000 03** n s2, s3 Proj Latex Modified Concrete Wearing Surface, Variable Depth For Hydrodemolition 9000-6174 Dollar 25,000.000 $1.0000 $25,000.00 01 y f Std Superpave Pwt Incentive 9070-0001 Lump Sum 1.000 03 n v Proj Painting Existing And New Structural Steel Using Organic Zinc-Rich Coating System 9073-0001 Lump Sum 1.000 03 n v2 Std Disposal Of Bridge Waste 9075-0001 Lump Sum 1.000 03 n v2 Std Containment 9077-0001 Lump Sum 1.000 03 n v2 Std Worker Health And Safety 9901-0003 Square Foot 170.000 01 n r Proj Vinly Overlay Sign, Reflectorized 9952-0001 Dollar 42,000.000 $1.0000 $42,000.00 01 y p Proj Signal Controller Retiming And Repairs
Details
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete.
Division 10 - Specialties, Signage, Traffic Signage.
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.
Division 34 - Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails, Bridge Machinery.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents