Similar Projects
Last Updated | 10/15/2021 11:44 PM |
Project Title | Bridge Repair - SAN-SR 19-15.31/17.15 Rehab |
Physical Address | View project details and contacts |
City, State (County) | OH (Sandusky 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 | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For Improving San-19-15.31/17.15 In Sandusky County, Ohio, in Accordance with Plans and Specifications by Reconstructing Bridge No. San-19-1531, a Single Span Pre stressed Composite Box Beam with Reinforced Concrete Deck on Existing Abutments, (Span: 36'; Roadway: 30' Face/Face of Railing), Over Fishing Creek. and by, Reconstructing Bridge No San-19-1715, a Three Span Prestressed Composite Box Beam With Reinforced Concrete Deck On Reconstructed Substructure, (Spans: 3 @ 39'; Roadway: 44' Face/Face Of Railing), Over Muddy Creek. Section Line Alt Item Code Item Description Wt Unit Quantity 0001 Roadway 0001 201e11000 Clearing And Grubbing (Wt: 01) 01 Ls 1.000 0002 202e38000 Guardrail Removed (Wt: Nr) Nr Ft 1,296.000 0003 203e10000 Excavation (Wt: 06) 06 Cy 624.000 0004 203e20000 Embankment (Wt: 06) 06 Cy 147.000 0005 204e10000 Subgrade Compaction (Wt: 06) 06 Sy 1,355.000 0006 606e15050 Guardrail, Type Mgs (Wt: 36) 36 Ft 534.500 0007 606e26150 Anchor Assembly, Mgs Type E, Mash 2016 (Wt: 36) 36 Each 4.000 0008 606e26550 Anchor Assembly, Mgs Type T (Wt: 36) 36 Each 3.000 0009 606e35002 Mgs Bridge Terminal Assembly, Type 1 (Wt: 36) 36 Each 7.000 0010 606e35003 Mgs Bridge Terminal Assembly, Type 1, As Per Plan (Wt: 36) 36 Each 1.000 0011 690e50000 Special - Mailbox Support (Wt: Nr) Nr Each 2.000 Section 0002 Erosion Control 0012 659e00100 Soil Analysis Test (Wt: Nr) Nr Each 2.000 0013 659e00300 Topsoil (Wt: 46) 46 Cy 151.000 0014 659e10000 Seeding And Mulching (Wt: 46) 46 Sy 1,360.000 0015 659e14000 Repair Seeding And Mulching (Wt: 46) 46 Sy 68.000 0016 659e15000 Inter-Seeding (Wt: 46) 46 Sy 68.000 0017 659e20000 Commercial Fertilizer (Wt: 46) 46 Ton 0.300 0018 659e31000 Lime (Wt: 46) 46 Acre 0.280 0019 659e35000 Water (Wt: 46) 46 Mgal 8.000 0020 832e30000 Erosion Control (Wt: 08) 08 Each 10,000.000 Section 0003 Drainage 0021 601e21050 Tied Concrete Block Mat With Type 1 Underlayment (Wt: 35) 35 Sy 10.000 0022 601e32200 Rock Channel Protection, Type C With Filter (Wt: 35) 35 Cy 5.000 0023 605e13300 6" Unclassified Pipe Underdrains (Wt: 35) 35 Ft 100.000 0024 605e31100 Aggregate Drains (Wt: 35) 35 Ft 20.000 0025 611e01500 6" Conduit, Type F (Wt: 35) 35 Ft 20.000 0026 611e04400 12" Conduit, Type B (Wt: 35) 35 Ft 20.000 0027 611e05100 12" Conduit, Type E (Wt: 35) 35 Ft 20.000 0028 611e05200 12" Conduit, Type F (Wt: 35) 35 Ft 20.000 0029 611e99710 Precast Reinforced Concrete Outlet (Wt: 35) 35 Each 2.000 Section 0004 Pavement 0030 301e46000 Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 Cy 162.000 0031 304e20000 Aggregate Base (Wt: 09) 09 Cy 236.000 0032 407e20000 Non-Tracking Tack Coat (Wt: 10) 10 Gal 112.000 0033 441e50000 Asphalt Concrete Surface Course, Type 1, (448), Pg64-22 (Wt: 10) 10 Cy 39.000 0034 441e50300 Asphalt Concrete Intermediate Course, Type 2, (448) (Wt: 10) 10 Cy 46.000 0035 441e50400 Asphalt Concrete Surface Course, Type 1, (448), (Driveways) (Wt: 10) 10 Cy 1.000 Section 0005 Traffic Control 0036 621e54000 Raised Pavement Marker Removed (Wt: Nr) Nr Each 8.000 0037 630e03100 Ground Mounted Support, No. 3 Post (Wt: 42) 42 Ft 50.000 0038 630e80100 Sign, Flat Sheet (Wt: 42) 42 Sf 17.000 0039 630e84900 Removal Of Ground Mounted Sign And Disposal (Wt: Nr) Nr Each 7.000 0040 630e86002 Removal Of Ground Mounted Post Support And Disposal (Wt: Nr) Nr Each 5.000 Section 0006 Maintenance Of Traffic 0041 301e46000 Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 Cy 150.000 0042 304e20000 Aggregate Base (Wt: 09) 09 Cy 200.000 0043 407e10000 Tack Coat (Wt: 10) 10 Gal 50.000 0044 441e50000 Asphalt Concrete Surface Course, Type 1, (448), Pg64-22 (Wt: 10) 10 Cy 50.000 0045 614e11630 Increased Barrier Delineation (Wt: 39) 39 Ft 472.000 0046 614e12384 Work Zone Impact Attenuator, 24" Wide Hazards, (Bidirectional) Each 4.000 (Wt: 39) 39 0047 614e13000 Asphalt Concrete For Maintaining Traffic (Wt: 10) 10 Cy 10.000 0048 614e13310 Barrier Reflector, Type 1 (Bidirectional) (Wt: Nr) Nr Each 22.000 0049 614e13312 Barrier Reflector, Type 2 (Bidirectional) (Wt: Nr) Nr Each 20.000 0050 614e13360 Object Marker, Two Way (Wt: Nr) Nr Each 42.000 0051 614e18601 Portable Changeable Message Sign, As Per Plan (Wt: 39) 39 Snmt 12.000 0052 614e21000 Work Zone Center Line, Class I (Wt: 39) 39 Mile 0.180 0053 614e22000 Work Zone Edge Line, Class I, 4" (Wt: 39) 39 Mile 0.450 0054 614e26000 Work Zone Stop Line, Class I (Wt: 39) 39 Ft 24.000 0055 615e20001 Pavement For Maintaining Traffic, Class A, As Per Plan (Wt: 10) 10 Sy 655.000 0056 617e10100 Compacted Aggregate (Wt: 06) 06 Cy 50.000 0057 622e41100 Portable Barrier, Unanchored (Wt: 39) 39 Ft 1,094.000 0058 642e00300 Center Line, Type 1 (Wt: 39) 39 Mile 1.000 Section 0007 Structure Over 20 Foot Span (San-19-15.31) 0059 202e11203 Portions Of Structure Removed, Over 20 Foot Span, As Per Plan Ls 1.000 (Wt: 19) 19 0060 202e22900 Approach Slab Removed (Wt: Nr) Nr Sy 167.000 0061 202e23500 Wearing Course Removed (Wt: Nr) Nr Sy 292.000 0062 503e21100 Unclassified Excavation (Wt: 20) 20 Cy 11.000 0063 509e10001 Epoxy Coated Reinforcing Steel, As Per Plan (Wt: 23) 23 Lb 4,513.000 0064 509e20001 Reinforcing Steel, Replacement Of Existing Reinforcing Steel, As Lb 50.000 Per Plan (Wt: 23) 23 0065 510e10000 Dowel Holes With Nonshrink, Nonmetallic Grout (Wt: 20) 20 Each 36.000 0066 511e31611 Class Qc2 Concrete, Superstructure, As Per Plan (Wt: 20) 20 Cy 29.000 0067 511e45711 Class Qc1 Concrete, Abutment, As Per Plan (Wt: 20) 20 Cy 1.000 0068 512e10100 Sealing Of Concrete Surfaces (Epoxy-Urethane) (Wt: 57) 57 Sy 54.000 0069 512e10601 Concrete Repair By Epoxy Injection, As Per Plan (Wt: 29) 29 Ft 30.000 0070 512e33000 Type 2 Waterproofing (Wt: Nr) Nr Sy 4.000 0071 512e74000 Removal Of Existing Coatings From Concrete Surfaces (Wt: Nr) Nr Sy 29.000 0072 515e12020 Prestressed Concrete Composite Box Beam Bridge Members, Level Each 2.000 1, Cb17-36(37'-0 Long) (Wt: 20) 20 0073 515e12030 Prestressed Concrete Composite Box Beam Bridge Members, Level Each 6.000 1, Cb17-48(37'-0 Long) (Wt: 20) 20 0074 516e13600 1" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 13.000 0075 516e14020 Semi-Integral Abutment Expansion Joint Seal (Wt: 20) 20 Ft 67.000 0076 516e41100 1/8" Preformed Bearing Pad (Wt: 20) 20 Each 32.000 0077 516e43100 Elastomeric Bearing With Internal Laminates Only Each 32.000 (Neoprene)(6.0"X9.0"X1.0") (Wt: 20) 20 0078 517e70000 Railing (Twin Steel Tube) (Wt: 36) 36 Ft 85.000 0079 518e21200 Porous Backfill With Geotextile Fabric (Wt: 20) 20 Cy 9.000 0080 518e22300 Special - Steel Drip Strip (Wt: 20) 20 Ft 78.000 0081 519e11101 Patching Concrete Structure, As Per Plan (Wt: 29) 29 Sf 3.000 0082 526e10000 Reinforced Concrete Approach Slabs (T=12") (Wt: 29) 29 Sy 101.000 0083 526e90010 Type A Installation (Wt: 29) 29 Ft 61.000 0084 601e32211 Rock Channel Protection, Type C With Aggregate Filter, As Per Cy 53.000 Plan (Wt: 35) 35 Section 0008 Structure Over 20 Foot Span (San-19-17.15) 0085 202e11203 Portions Of Structure Removed, Over 20 Foot Span, As Per Plan Ls 1.000 (Wt: 19) 19 0086 202e22900 Approach Slab Removed (Wt: Nr) Nr Sy 246.000 0087 202e23500 Wearing Course Removed (Wt: Nr) Nr Sy 842.000 0088 503e11100 Cofferdams And Excavation Bracing (Wt: 20) 20 Ls 1.000 0089 503e21100 Unclassified Excavation (Wt: 20) 20 Cy 70.000 0090 507e71200 Special - Pile Encasement (Wt: 20) 20 Ft 96.000 0091 509e10001 Epoxy Coated Reinforcing Steel, As Per Plan (Wt: 23) 23 Lb 32,531.000 0092 509e20001 Reinforcing Steel, Replacement Of Existing Reinforcing Steel, As Lb 50.000 Per Plan (Wt: 23) 23 0093 510e10000 Dowel Holes With Nonshrink, Nonmetallic Grout (Wt: 20) 20 Each 204.000 0094 511e31611 Class Qc2 Concrete, Superstructure, As Per Plan (Wt: 20) 20 Cy 152.000 0095 511e45711 Class Qc1 Concrete, Abutment, As Per Plan (Wt: 20) 20 Cy 34.000 0096 512e10100 Sealing Of Concrete Surfaces (Epoxy-Urethane) (Wt: 57) 57 Sy 191.000 0097 512e10601 Concrete Repair By Epoxy Injection, As Per Plan (Wt: 29) 29 Ft 23.000 0098 512e33000 Type 2 Waterproofing (Wt: Nr) Nr Sy 4.000 0099 512e74000 Removal Of Existing Coatings From Concrete Surfaces (Wt: Nr) Nr Sy 81.000 0100 515e12030 Prestressed Concrete Composite Box Beam Bridge Members, Level Each 33.000 1, Cb17-48(40'-0 Long) (Wt: 20) 20 0101 516e13600 1" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 13.000 0102 516e14020 Semi-Integral Abutment Expansion Joint Seal (Wt: 20) 20 Ft 97.000 0103 516e41100 1/8" Preformed Bearing Pad (Wt: 20) 20 Each 132.000 0104 516e43100 Elastomeric Bearing With Internal Laminates Only Each 132.000 (Neoprene)(6.0"X9.0"X1.0") (Wt: 20) 20 0105 517e70000 Railing (Twin Steel Tube) (Wt: 36) 36 Ft 253.000 0106 518e21200 Porous Backfill With Geotextile Fabric (Wt: 20) 20 Cy 63.000 0107 518e22300 Special - Steel Drip Strip (Wt: 20) 20 Ft 247.000 0108 518e40000 6" Perforated Corrugated Plastic Pipe (Wt: Nr) Nr Ft 117.000 0109 518e40010 6" Non-Perforated Corrugated Plastic Pipe, Including Specials Ft 64.000 (Wt: Nr) Nr 0110 519e11101 Patching Concrete Structure, As Per Plan (Wt: 29) 29 Sf 49.000 0111 526e25000 Reinforced Concrete Approach Slabs (T=15") (Wt: 29) 29 Sy 247.000 0112 526e90010 Type A Installation (Wt: 29) 29 Ft 91.000 0113 601e32211 Rock Channel Protection, Type C With Aggregate Filter, As Per Cy 258.000 Plan (Wt: 35) 35 Section 0009 Incidentals 0114 103e05000 Premium For Contract Performance Bond And For Payment Bond Ls 1.000 (Wt: Nr) Nr 0115 614e11001 Maintaining Traffic, As Per Plan (Wt: 39) 39 Ls 1.000 0116 623e10000 Construction Layout Stakes And Surveying (Wt: Nr) Nr Ls 1.000 0117 624e10000 Mobilization (Wt: Nr) Nr Ls 1.000 |
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Details | Bridge, New Construction.
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