Similar Projects
Last Updated | 12/13/2019 04:35 AM |
Project Title | I-80 West Bound Lane over SR 1010 |
Physical Address | View project details and contacts |
City, State (County) | PA (Union 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 | Bridge replacement on Interstate 80 Westbound over SR 1010, roadway reconstruction of the bridge approaches and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 80, Section 139, in Union County, White Deer Township from approximately 3.0 miles west of the SR 15 Interchange at segment 2075 offset 1015 to approximately 7.9 miles east of the SR 4001 Interchange at segment 2065 offset 2420. 0201-0001lump Sum1.000 01nastd Clearing And Grubbing 4203-0001cubic Yard3,016.000 01nreqcstd Class 1 Excavation 0205-0100cubic Yard753.000 01nc1 Foreign Borrow Excavation 0205-0364ton579.000 01nc1 Selected Borrow Excavation Rock, Class r-4 0212-0001linear Foot1,015.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard2,962.000 01nc3, h, m2 Geotextile, Class 4, Type a 0311-0637ton2,489.000 01ne Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0108square Yard3,352.000 01nc, e Subbase 8" Depth (No. 2a) 0350-0121ton788.000 01nc, e Subbase (No. 2a) 0411-0395ton150.000 01nf Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-0591ton158.000 01nf Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-e 0411-0891ton371.000 01nf Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, >/= 30 Million Esals, 9.5 Mm Mix, Srl-e 0411-2695ton37.000 01nf Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0411-6370ton500.000 01nf Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0411-6770ton444.000 01nf Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 10 To < 30 Million Esals, 19.0 Mm Mix 0460-0004gallon712.000 01nf4 Bituminous Tack Coat (Ntt/Cntt) 0491-0012square Yard1,743.000 01nf3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0021square Yard1,148.000 01nf3 Milling Of Bituminous Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0601-7014linear Foot10.000 01nh 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0605-2600each1.000 01nk Type d Endwall 0608-0001lump Sum1.000 01nx Mobilization 0609-0004lump Sum1.000 03nx Inspector`s Field Office And Inspection Facilities, Type c 0609-0009lump Sum1.000 03nxstd Equipment Package 0610-7002linear Foot1,015.000 01nh2 6" Pavement Base Drain 0615-0022linear Foot72.000 01nh2 6" Subsurface Drain Outlets 0615-0040each4.000 01nh2 Subsurface Drain Outlet Endwall 0615-0066each4.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0470each2.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0010each2.000 01nj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0402each2.000 01nj Terminal Section, Bridge Connection 0620-0503linear Foot2,300.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872each1.000 01nj Buried-In-Backslope Terminal, Single Panel 0620-0900each1.000 01nc1, j Remove Concrete Anchorage 0620-1600linear Foot1,800.000 01nj Type 31-s Guide Rail 0620-1625linear Foot100.000 01nj Type 31-Sc Guide Rail 0620-1635linear Foot250.000 01nj Type 31-Scc Guide Rail 0620-1650each1.000 01nj Type 31-Strong Post End Treatment 0624-0001linear Foot774.000 01nj2 Right-Of-Way Fence, Type 1 0624-0300each6.000 01nj2 End Posts For Type 1 Right-Of-Way Fence 0624-0400each5.000 01nj2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0600each71.000 01nj2 Line Posts For Type 1 Right-Of-Way Fence 0627-3020linear Foot1,692.000 01nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020linear Foot960.000 01nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001linear Foot348.000 01nj1 Temporary Concrete Barrier, Structure Mounted 0660-0025linear Foot3,071.000 01nf3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0686-0010lump Sum1.000 01nx Construction Surveying, Type a 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0696-0639each9.000 01nj1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0610each1.000 01nj1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025cubic Yard3.000 01nc1, h No. 57 Coarse Aggregate 0802-0001cubic Yard813.000 01nc1, m Topsoil Furnished And Placed 0804-0003pound255.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004pound20.000 01nm3 Seeding - Formula e, Including Mulch 0804-0007pound28.000 01nm3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0113square Yard5,106.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003linear Foot267.000 01nj2, m Temporary Protective Fence 0849-0010each1.000 01nc1 Rock Construction Entrance 0849-0011each1.000 01nc1 Rock Construction Entrance 0849-0012each1.000 01nc1 Rock Construction Entrance 0849-0013each1.000 01nc1 Rock Construction Entrance 0851-0003square Yard3.000 01nc1 Rock Apron 0855-0003each4.000 01nm2 Pumped Water Filter Bag 0855-0004each8.000 01nm2 Replacement Pumped Water Filter Bag 0856-0001each3.000 01nc1 Removal Sediment And Rock Barrier 0867-0012linear Foot697.000 01nm2 Compost Filter Sock, 12" Diameter 0867-0018linear Foot317.000 01nm2 Compost Filter Sock, 18" Diameter 0867-0022linear Foot746.000 01nm2 Compost Filter Sock, 24" Diameter 0867-0032linear Foot333.000 01nc1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001lump Sum1.000 01nqstd Maintenance And Protection Of Traffic During Construction 0901-0203each2.000 01nq Arrow Panel 0901-0240square Foot200.000 01nq, r Additional Traffic Control Signs 0901-0320linear Foot3,256.000 01no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321linear Foot925.000 01no 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot3,721.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0901-0331linear Foot825.000 01no 6" Standard Pavement Markings, Paint & Beads, White 0901-0450each6.000 01nq 3-Line Changeable Message Sign With Telecommunications 0931-0001square Foot22.000 01nr Post Mounted Signs, Type b 0935-0001square Foot8.000 01nr Post Mounted Signs, Type f 0937-0117each8.000 01nj, r Guide Rail Mounted Delineator Type b, (y/r) 0937-0118each8.000 01nj, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0214each71.000 01nj1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0215each3.000 01nj1, r Barrier Mounted Delineator, Side-Mount Type r, (y/r) 0937-0216each2.000 01nj1, r Barrier Mounted Delineator, Side-Mount Type r, (w/r) 0941-0001each1.000 01nr Reset Post Mounted Signs, Type b 0945-0001each1.000 01nr Reset Post Mounted Signs, Type f 0962-1000linear Foot5,872.000 01no 4" White Waterborne Pavement Markings 0962-1001linear Foot2,349.000 01no 6" White Waterborne Pavement Markings 0962-1005linear Foot5,870.000 01no 4" Yellow Waterborne Pavement Markings 0963-0004linear Foot3,459.000 01no2, o3 4" Pavement Marking Removal 0963-0006linear Foot2,638.000 01no2, o3 6" Pavement Marking Removal 0966-0300each37.000 01no1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1005-1104linear Foot433.000 02nu Steel Beam Bearing Piles, Hp12x74 1005-1266each16.000 02nu Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x74 1018-0050lump Sum1.000 01nt1std Removal Of Portion Of Existing Bridge 1999-9999hour1,000.000 01nzstd Trainees e8030-0001lump Sum1.000 02nyess1std Bridge Structure, As Designed, s-38170 a1002-0053pound57,913.000 02ns7 Reinforcement Bars, Epoxy Coated a1002-0140each312.000 02ns7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a1002-0142each8.000 02ns7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated a1002-0147each6.000 02ns7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a1002-0148each24.000 02ns7 Mechanical Splice System For No. 9 Reinforcement Bars, Epoxy Coated o8000-0001lump Sum1.000 02ns1std Prestressed Concrete Bridge Structure o8100-0001lump Sum1.000 02ns1std Steel Bridge Structure 8621-0001lump Sum1.000 02nyess1, s5std Mechanically Stabilized Abutments And Wingwalls, s-38170 9000-0001cubic Yard36.000 01nc1, c3proj Stockpiling Of Wetland Topsoil 9000-0011lump Sum1.000 01ns1proj Underdeck Protective Shielding 9000-0032lump Sum1.000 01nc1, c3proj Temporary Access Road #1 9000-0035lump Sum1.000 01nc1, c3proj Temporary Access Road #2 9000-0100lump Sum1.000 04nxproj Design Of Temporary Support System For Existing West Pier 9000-0101lump Sum1.000 02ns1proj Construction Of Temporary Support System For Existing West Pier 9000-0200lump Sum1.000 04nxproj Design Of Temporary Support System For Existing East Pier 9000-0201lump Sum1.000 02ns1proj Construction Of Temporary Support System For Existing East Pier 9000-0390each1.000 01nqproj Advanced Queue Detection System 9000-0392linear Foot224.000 02nc6std Mandatory Pre-Drilling For Driven Piles 9000-1000each1.000 01ns1proj Temporary Pump Bypass 9000-7102each4.000 02nxstd Dynamic Pile Load Testing 9203-0101lump Sum1.000 02nc1, Ustd Temporary Excavation Support And Protection System, s-38170 |
||||||||||||||||||||
Details |
|
||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |