Similar Projects
Last Updated | 09/17/2021 12:24 AM |
Project Title | Fairview Outlet Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Pike 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Improvement Of Certain Section Of Highways And Bridges In Pike County, Palmyra Township, Commonwealth Of Pennsylvania, State Route 390, Section 473. The Project Includes Replacing The Existing Single Span Steel i-Beam Superstructure With a New Widened Single Span Steel i-Beam Superstructure, And Repairing/Widening The Existing Stone Masonry Abutments At The Downstream Quadrants. Roadway Work Includes Improving The Existing Roadway Geometry And Super-Elevation, Milling And Paving The Approach Roadway, And Updating Guiderail. Maintenance & Protection Of Traffic Will Be Maintained Through Half Width Construction. All Work Contained Within An Overall Length Of 645.15 Linear Feet (0.122 Miles) As Indicated On The Approved Drawings Included In The Bid Package. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard714.000 04nc Class 1 Excavation 0204-0100cubic Yard413.000 02nc1, s1, t1 Class 3 Excavation 0205-0001cubic Yard98.000 01nc1 Common Borrow Excavation 0205-0100cubic Yard177.000 01nc1 Foreign Borrow Excavation 0205-0266cubic Yard39.000 01nc1 Selected Borrow Excavation Rock, Class r-6 0205-0292cubic Yard404.000 02nc1, s4 Structure Backfill 0212-0014square Yard2,409.000 01**Nc3, h, m2 Geotextile, Class 4, Type a 0212-0016square Yard134.000 02nc3, h, m2 Geotextile, Class 4, Type c 0313-0426square Yard1,861.000 04ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0108square Yard1,861.000 04nc, e Subbase 8" Depth (No. 2a) 0350-0120cubic Yard113.000 01nc, e Subbase (No. 2a) 0413-0246square Yard1,914.000 04nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-2059ton18.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6046square Yard1,914.000 04nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0003square Yard3,722.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0608-0001lump Sum1.000 04nx Mobilization 0609-0003lump Sum1.000 03nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 03nxstd Equipment Package 0610-7001linear Foot849.000 04nh2 4" Pavement Base Drain 0615-0021linear Foot120.000 01nh2 4" Subsurface Drain Outlets 0615-0066each12.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459each3.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010each4.000 01nj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400each1.000 01nj Terminal Section, Single 0620-0503linear Foot410.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600linear Foot263.000 01nj Type 31-s Guide Rail 0620-1625linear Foot50.000 01nj Type 31-Sc Guide Rail 0620-1645linear Foot13.000 01nj Curved w-Beam Guide Rail At Intersections 0620-1670each1.000 01nj Type 31-Strong Post In-Line Anchor 0627-3020linear Foot174.000 01nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020linear Foot174.000 01nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001linear Foot30.000 02nj1 Temporary Concrete Barrier, Structure Mounted 0644-0001linear Foot30.000 02nj1 Temporary Concrete Barrier, Structure Mounted, Reset 0665-0001linear Foot200.000 02nk2 Type a Repointing 0677-0001cubic Yard2.000 01nc1, e Selected Material Surfacing 0680-0121square Yard17.000 02nk2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0010lump Sum1.000 01nx Construction Surveying, Type a 0686-0060lump Sum1.000 01nx Construction Surveying, Type d, Modified 0689-0005lump Sum1.000 01nx Cpm Schedule, With Updates 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0696-0600each2.000 01nj1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0600each2.000 01nj1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0703-0020cubic Yard66.000 01nc1, h No. 1 Coarse Aggregate 0703-0025cubic Yard20.000 02nc1, h No. 57 Coarse Aggregate 0804-0003pound7.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0007pound31.000 01nm3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0103square Yard850.000 01nm2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0806-0113square Yard850.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003linear Foot274.000 01nj2, m Temporary Protective Fence 0845-0001dollar2,500.000$1.00$2,500.0001ym2 Unforeseen Water Pollution Control 0850-0034cubic Yard5.000 02nc1 Rock, Class r-6 0855-0003each2.000 01nm2 Pumped Water Filter Bag 0855-0004each1.000 01nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot673.000 01nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 01nqproj Maintenance And Protection Of Traffic During Construction 0901-0330linear Foot880.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot20.000 01no 24" Standard Pavement Markings, Paint & Beads, White 0901-0700each1.000 04np Temporary Traffic Signals (Either Permanent Or Portable) 0937-0107each14.000 01nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114each14.000 01nj, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0214each6.000 01nj1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0219each6.000 01nj1, r Barrier Mounted Delineator, Side-Mount Type o, (w/w) 0962-1000linear Foot1,292.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot1,292.000 01no 4" Yellow Waterborne Pavement Markings 0963-0004linear Foot2,584.000 01no2, o3 4" Pavement Marking Removal 1001-0611linear Foot128.000 02nt7 6" Structure Foundation Drain 1001-1000cubic Yard29.000 02ns9 Class Aaap Cement Concrete 1001-1080cubic Yard29.000 02ns2 Class Aa Cement Concrete 1001-1120cubic Yard49.000 02ns2 Class a Cement Concrete 1002-0053pound16,940.000 02ns7 Reinforcement Bars, Epoxy Coated 1002-0152each50.000 02ns7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0153each60.000 02ns7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1003-0005each134.000 02ns2 Dowel Holes, 12" Depth 1018-0051lump Sum1.000 02nt1 Removal Of Portion Of Existing Bridge 1019-0050square Yard45.000 02nk2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1046-0010square Yard84.000 02nk2 Epoxy Overlay 1050-0040pound7,779.000 02nt3 Fabricated Structural Steel, Galvanized 1050-0085each11.000 02nt5 Laminated Neoprene Bearing Pad 1050-0089each350.000 02nt8 Shear Connectors 1072-0200lump Sum1.000 02nx Waste Management 1072-0300lump Sum1.000 02nv2 Worker Health And Safety 9000-0001linear Foot60.000 01nm2std Temporary Cofferdam 9000-0003square Yard34.000 01nm2proj Wood Mat For Wetland Crossing 9000-0004square Foot116.000 02nk2, s2proj Architectural Surface Treatment 9000-0005each1.000 01nxstd Relocate Mailbox 9000-0012lump Sum1.000 01ns2std Maintenance Of Existing Bridge 9000-0151dollar25,000.000$1.00$25,000.0002ys2std Unforeseen Bridge Repair 9000-0159each32.000 02ns2std Adhesive Anchor, No. 6 Bar 9000-5000each6.000 01nqproj Snowpoles (Orange), 7`-0" 9203-0101lump Sum1.000 02nc1, s5std Temporary Excavation Support And Protection System |
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Details | Bridge, New Construction.
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