Similar Projects
Last Updated | 11/05/2021 03:29 AM |
Project Title | US6 Over Phoenix Run |
Physical Address | View project details and contacts |
City, State (County) | PA (Tioga 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 | Removal Of Existing Bridge, Construction Of A One-Span Composite Pre-Stressed Concrete Spread Box Beam Bridge, Or Approved Equal, Over Phoenix Run, Selected Borrow Excavation Rock, Superpave Base, Wearing, And Binder Courses, Drainage, Guide Rail, And Other Related Work Within An Overall Length Of 6,544.00 Linear Feet (1.24 Mile) As Indicated On Approved Drawings For State Route 6, Section 129 From Approximately 1.9 Miles East Of The Intersection With State Route 144 At Segment 0830 Offset 0030 In Pike Township, Potter County To Approximately 0.2 Mile West Of The Intersection With State Route 3001 At Segment 0030 Offset 0235 In Gaines Township, Tioga County. 0201-0001lump Sum1.000 01nastd Clearing And Grubbing 0202-0021lump Sum1.000 01nbproj Partial Demolition 0203-0001cubic Yard2,685.000 01nc Class 1 Excavation 0204-0150cubic Yard13.000 01nc1, H, S Class 4 Excavation 0205-0363ton131.000 01nc1 Selected Borrow Excavation Rock, Class R-3 4205-0364ton129.000 01nyesc1std Selected Borrow Excavation Rock, Class R-4 (Grouted) 4205-0368ton813.000 01**Nyesc1proj Selected Borrow Excavation Rock, Class R-8 (Choked With R-4) 0212-0001linear Foot357.000 01nc3, H, M2 Geotextile, Class 1 0212-0014square Yard1,258.000 01**Nc3, H, M2 Geotextile, Class 4, Type A 0313-0337ton640.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106square Yard944.000 01nc, E Subbase 6" Depth (No. 2a) 0350-0108square Yard911.000 01nc, E Subbase 8" Depth (No. 2a) 0350-0121ton152.000 01nc, E Subbase (No. 2a) 0413-0256ton284.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-G 0413-1024ton95.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-L 0413-6047ton107.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004gallon370.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002gallon197.000 01nf4 Asphalt Prime Coat 0491-0021square Yard1,556.000 01nf3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0601-5901linear Foot182.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" E0601-7510linear Foot73.000 01nh 18" Reinforced Concrete Pipe, Type A, 10` - 7` Fill, Shore/Trench Box, 100 Year Design Life O0601-0560linear Foot0.000 Nh 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life O0601-0973linear Foot0.000 Nh 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life 0605-2640each1.000 01nk Type D Endwall For 18" Pipe 0605-2732set1.000 01nk Type M Concrete Top Unit And Vane Grate 0605-2850each1.000 01nk Standard Inlet Box, Height < /= 10` 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 Foot357.000 01nh2 6" Pavement Base Drain 0610-7400cubic Yard13.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022linear Foot83.000 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 0619-0459each3.000 01nj1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503linear Foot475.000 01nc1, J Remove Existing Guide Rail (Contractor`S Property) 0620-0872each1.000 01nj Buried-In-Backslope Terminal, Single Panel 0620-1600linear Foot150.000 01nj Type 31-S Guide Rail 0620-1602linear Foot138.000 01nj Type 31-S Guide Rail With 8` Extra Length Posts 0620-2010each4.000 01nj Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb 0623-0052linear Foot12.000 01nj1 Single Face Concrete Barrier 0627-3019linear Foot700.000 01nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0630-0001linear Foot72.000 01nk Plain Cement Concrete Curb 0643-0001linear Foot174.000 01nj1 Temporary Concrete Barrier, Structure Mounted 0660-0002linear Foot900.000 01nf3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0003linear Foot1,604.000 01nf3 Milled Asphalt Pavement Shoulder Rumble Strips 0677-0002ton23.000 01nc1, E Selected Material Surfacing 0686-0050lump Sum1.000 01nx Construction Surveying, Type D 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0696-0610each4.000 01nj1 Temporary Impact Attenuating Device, Type V (Standard), Test Level 3 0802-0001cubic Yard161.000 01nc1, M Topsoil Furnished And Placed 0803-0001cubic Yard133.000 01nc1, M Placing Stockpiled Topsoil 0804-0003pound91.000 01nm3 Seeding And Soil Supplements - Formula D, Including Mulch 0804-0004pound24.000 01nm3 Seeding - Formula E, Including Mulch 0806-0112square Yard919.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0140square Yard799.000 01nm2 Permanent Rolled Erosion Control Product, Type 5a 4810-0050lump Sum1.000 01nyesa, M1std Selective Tree Removal (Including Brush Removal And Tree Trimming) 0849-0010each4.000 01nc1 Rock Construction Entrance 0851-0003square Yard6.000 01nc1 Rock Apron 0855-0003each4.000 01nm2 Pumped Water Filter Bag 0855-0004each4.000 01nm2 Replacement Pumped Water Filter Bag 0860-0000each1.000 01nm2 Inlet Filter Bag For Type M Inlet 0867-0012linear Foot796.000 01nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 01nqstd Maintenance And Protection Of Traffic During Construction 0901-0240square Foot200.000 01nq, R Additional Traffic Control Signs 0901-0320linear Foot13,020.000 01no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot2,348.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot24.000 01no 24" Standard Pavement Markings, Paint & Beads, White 0901-0461each3.000 01nq Full-Matrix Changeable Message Sign Without Telecommunications 4901-0702each1.000 01nyesp, Qproj Temporary Traffic Signals (Portable Only) (Complete System With Generator) 4901-0712each1.000 01nyesp, Qproj Temporary Traffic Control Signal Reset (Portable Only) (Complete System With Generator) 0931-0001square Foot11.000 01nr Post Mounted Signs, Type B 0935-0001square Foot2.000 01nr Post Mounted Signs, Type F 0937-0105each4.000 01nj, R Guide Rail Mounted Delineator Type B, (Y/Y) 0937-0107each3.000 01nj, R Guide Rail Mounted Delineator Type B, (W/W) 0937-0114each7.000 01nj, R Guide Rail Mounted Delineator Type D, (W/W) 0937-0231each4.000 01nj1, R Barrier Mounted Delineator, Top And Side-Mount Type R, (W/W) 0941-0001each1.000 01nr Reset Post Mounted Signs, Type B 0962-1000linear Foot2,520.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot13,088.000 01no 4" Yellow Waterborne Pavement Markings 0963-0001square Foot48.000 01no2, O3 Pavement Marking Removal 0963-0004linear Foot1,480.000 01no2, O3 4" Pavement Marking Removal 4963-0004linear Foot11,748.000 01nyeso2, O3proj 4" Pavement Marking Removal (With High Pressure Water Blasting) 0971-0001each1.000 01nr Remove Post Mounted Signs, Type B 0975-0001each2.000 01nr Remove Post Mounted Signs, Type F 1001-1140cubic Yard31.000 01**Nk Class C Cement Concrete 1018-0001lump Sum1.000 02nt1std Removal Of Existing Bridge E8010-0001lump Sum1.000 02nyess1std Bridge Structure, As Designed, S-39028 A1002-0052pound66,407.000 02ns7 Reinforcement Bars, Epoxy Coated A1002-0139each36.000 02ns7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated A1005-1410linear Foot286.000 02nc6 Mandatory Predrilling For Driven Piles A1005-1480each4.000 02nx Dynamic Pile Load Test A1005-2025each12.000 02nu Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) A1005-2825linear Foot244.000 02nu Steel Hp12x74 Production Pile, Galvanized A9000-0305each116.000 02ns2std Adhesive Anchor, No. 5 Bar O8000-0001lump Sum1.000 Ns1std Prestressed Concrete Bridge Structure O8100-0001lump Sum1.000 Ns1std Steel Bridge Structure 9000-0002lump Sum1.000 01nc1std Temporary Causeway 9000-0005lump Sum1.000 01nc1std Diversion Dike System 9000-0009linear Foot252.000 01nf, F3, F4std Milling And Paving Of Existing Rumble Strips |
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Details | Bridge, New Construction.
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