Similar Projects
| Last Updated | 04/26/2019 08:03 AM |
| Project Title | Main Street Over Septa |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Bucks 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 | Rehabilitation of the Main Street steel truss bridge over the SEPTA, minor roadway approach reconstruction, guiderail upgrades and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 04013, Section BMS, in BUCKS County, Sellersville Borough from approximately the intersection with Church Road at segment 0110 offset 0924 to approximately the intersection with Old Main Street at segment 0110 offset 1574. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 253.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 46.000 01 n c1 Class 1b Excavation 0204-0100 Cubic Yard 377.000 02 n c1, s1, t1 Class 3 Excavation 0212-0001 Linear Foot 306.000 01 n c3, h, m2 Geotextile, Class 1 0311-0430 Square Yard 193.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0311-0432 Square Yard 208.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0104 Square Yard 22.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 401.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0482 Square Yard 577.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0492 Ton 4.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6450 Square Yard 401.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 978.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 176.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0003 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-7002 Linear Foot 306.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0740 Each 4.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0502 Linear Foot 250.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-1600 Linear Foot 75.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 38.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 8' Extra Length Posts 0630-0001 Linear Foot 415.000 01 n k Plain Cement Concrete Curb 0676-0001 Square Yard 241.000 01 n k Cement Concrete Sidewalk 0680-0121 Square Yard 116.000 02 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0050 Lump Sum 1.000 05 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 05 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 05 y x Internal Facilitation 0695-0004 Square Foot 40.000 01 n k Detectable Warning Surface, Polymer Composite 0695-0003 Square Foot 40.000 01 n k Detectable Warning Surface, Polymer Concrete 0695-0002 Square Foot 40.000 01 n k Detectable Warning Surface, Cast Iron 0703-0025 Cubic Yard 26.000 02 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 4.000 01 n c1, m Topsoil Furnished And Placed 0804-0013 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 2.000 01 n m3 Seeding - Formula e 0804-0020 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula l 0805-0021 Ton 1.000 01 n m3 Mulching - Hay 0805-0022 Ton 2.000 01 n m3 Mulching - Straw 0806-0112 Square Yard 63.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0860-0002 Each 2.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 508.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 25.000 04 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 04 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 67.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 13.000 01 n r Post Mounted Signs, Type f 0960-0002 Linear Foot 1,144.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 106.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0963-0004 Linear Foot 20.000 01 n o2, o3 4" Pavement Marking Removal 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 10.000 01 n r Remove Post Mounted Signs, Type f 1001-0001 Cubic Yard 189.000 02 n s2 Class Aa Cement Concrete 1001-0010 Cubic Yard 123.000 02 n s2 Class a Cement Concrete 1001-0611 Linear Foot 170.000 02 n t7 6" Structure Foundation Drain 1001-0730 Cubic Yard 351.000 02 n c1, s4 Selected Borrow Excavation, Structure Backfill 1001-0960 Cubic Yard 346.000 02 n s9 Class Aaap Cement Concrete 1002-0053 Pound 86,734.000 02 n s7 Reinforcement Bars, Epoxy Coated 1003-0005 Each 54.000 02 n s2 Dowel Holes, 12" Depth 5018-0050 Lump Sum 1.000 02 n Yes t1 Proj Removal Of Portion Of Existing Bridge Modified 1019-0040 Square Yard 228.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) 1019-0050 Square Yard 312.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1026-0015 Linear Foot 82.000 02 n t6 Neoprene Strip Seal Dam, (3" Movement) 1050-0085 Each 14.000 02 n t5 Laminated Neoprene Bearing Pad 1056-0470 Each 1,433.000 02 n t8 Shear Connectors 1088-0001 Linear Foot 347.000 02 n j Pa Type 10m Bridge Barrier 1090-0610 Cubic Foot 76.000 02 n s2 Proj Class a Cement Concrete Repairs 1091-0331 Linear Foot 20.000 02 n k1 Epoxy Injection Crack Seal 1999-0000 Hour 1,000.000 01 n z Std Trainees For Projects 100% State Funded 9000-0001 Each 4.000 02 n t5 Proj Replace Existing Bearing 9000-0002 Lump Sum 1.000 02 n x Proj Temporary Support And Jacking Bridge Superstructure 9000-0003 Pound 28,466.000 02 n s2, t3, v1 Proj Fabricated Structural Steel, Repairs 9000-0004 Pound 5,012.000 02 n s2, t3, v1 Proj Fabricated Structural Steel, Fascia Stringer 9000-0005 Each 8.000 04 n q Proj Traffic Signal Retiming 9000-0006 Dollar 100,000.000 $1.00 $100,000.00 02 y s2, t3, v1 Proj Unforeseen Structural Steel Repairs 9000-0007 Linear Foot 283.000 02 n s2, t3, v, v1 Proj Salvage, Repair, Paint & Reinstall Sidewalk Railing 9000-0008 Dollar 5,000.000 $1.00 $5,000.00 02 y b1 Proj Asbestos Testing And Abatement 9000-0009 Lump Sum 1.000 02 n v Proj Painting Existing Structural Steel Using Organic Zinc Rich Coating Systems 9000-0012 Square Foot 7,260.000 02 n s2, t1 Proj Debris Shielding Over Septa 9000-0013 Cubic Yard 10.000 02 n c1 Proj Over Excavation And Backfill With Class c Cement Concrete 9000-0014 Linear Foot 20.000 02 n t7 Proj 6 Inch Diameter Pvc Pipe (Schedule 40) 9000-0015 Linear Foot 347.000 02 n t9 Proj 2 Inch Conduit In Structure 9000-0016 Linear Foot 100.000 02 n s2 Proj Caulking Existing Structural Steel 9000-0017 Lump Sum 1.000 02 n x Proj Survey Existing Bridge For Grade Verification 9000-0018 Each 1.000 01 n m2 Proj Concrete Washout Facility 9000-0019 Linear Foot 72.000 04 n q Proj Temporary Portable Chain Link Fence 9000-0020 Each 500.000 02 n s2 Proj Replace Rivets With High Strength Bolts 9073-0001 Lump Sum 1.000 02 n v2 Std Disposal Of Bridge Waste 9075-0001 Lump Sum 1.000 02 n v2 Std Containment 9077-0001 Lump Sum 1.000 02 n v2 Std Worker Health And Safety 9203-0101 Lump Sum 1.000 02 n c1 Std Temporary Excavation Support And Protection System | ||||||||||||||||||||
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