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Last Updated | 04/30/2021 07:43 AM |
Project Title | Bridge Replacement (1 Bridge) - SCI-SR 139-11.38 |
Physical Address | View project details and contacts |
City, State (County) | OH (Scioto 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 Sci-139-11.38 In Scioto County, Ohio, In Accordance With Plans And Specifications By Constructing Bridge No. Sci-139-1138, a Three Span Prestressed Concrete i-Beam With Reinforced Concrete Deck On Reinforced Concrete Substructure, On Drilled Shafts, (Spans: 3 @ 53'-4"; Roadway: 37' Face/Face Of Railing), Over Rocky Fork Creek.0001 201e11000 1.000 Ls Clearing And Grubbing (Wt: 01) 01 0002 202e38000 701.000 Ft Guardrail Removed (Wt: Nr) Nr 0003 202e42000 6.000 Each Anchor Assembly Removed, Type a (Wt: Nr) Nr 0004 202e42040 1.000 Each Anchor Assembly Removed, Type t (Wt: Nr) Nr 0005 202e75000 161.000 Ft Fence Removed (Wt: Nr) Nr 0006 202e75250 1.000 Each Gate Removed (Wt: Nr) Nr 0007 203e10000 1,233.000 Cy Excavation (Wt: 06) 06 0008 203e20000 831.000 Cy Embankment (Wt: 06) 06 0009 203e20001 21.000 Cy Embankment, As Per Plan (Wt: 06) 06 0010 204e10000 3,076.000 Sy Subgrade Compaction (Wt: 06) 06 0011 204e13000 962.000 Cy Excavation Of Subgrade (Wt: 06) 06 0012 204e30010 995.000 Cy Granular Material, Type b (Wt: 06) 06 0013 204e45000 2.000 Hour Proof Rolling (Wt: Nr) Nr 0014 204e51000 3,016.000 Sy Geogrid (Wt: 06) 06 0015 606e15100 600.000 Ft Guardrail, Type Mgs With Long Posts (Wt: 36) 36 0016 606e25000 2.000 Each Anchor Assembly, Type a (Wt: 36) 36 0017 606e26100 4.000 Each Anchor Assembly, Type e (Wt: 36) 36 0018 606e26500 2.000 Each Anchor Assembly, Type t (Wt: 36) 36 0019 606e35000 4.000 Each Bridge Terminal Assembly, Type 1 (Wt: 36) 36 0020 863e00100 2,337.000 Sy Geogrid, Type p1 (Wt: 06) 06 0021 601e10000 4.000 Sy Riprap (Wt: 35) 35 0022 601e32200 4.000 Cy Rock Channel Protection, Type c With Filter (Wt: 35) 35 0023 601e32204 341.000 Cy Rock Channel Protection, Type c With Geotextile Fabric (Wt: 35) 35 0024 601e32300 30.000 Cy Rock Channel Protection, Type d With Filter (Wt: 35) 35 0025 659e00300 107.000 Cy Topsoil (Wt: 46) 46 0026 659e00510 2,739.000 Sy Seeding And Mulching, Class 2 (Wt: 46) 46 0027 659e14000 137.000 Sy Repair Seeding And Mulching (Wt: 46) 46 0028 659e20000 0.370 Ton Commercial Fertilizer (Wt: 46) 46 0029 659e31000 0.570 Acre Lime (Wt: 46) 46 0030 659e35000 15.000 Mgal Water (Wt: 46) 46 0031 670e00500 965.000 Sy Slope Erosion Protection (Wt: 46) 46 0032 670e00710 274.000 Sy Ditch Erosion Protection Mat, Type a (Wt: 46) 46 0033 832e15000 1.000 Ls Storm Water Pollution Prevention Plan (Wt: Nr) Nr 0034 832e15002 1.000 Ls Storm Water Pollution Prevention Inspections (Wt: Nr) Nr 0035 832e15010 1.000 Ls Storm Water Pollution Prevention Inspection Software (Wt: Nr) Nr 0036 832e30000 17,012.000 Each Erosion Control (Wt: 08) 08 0037 602e20000 0.270 Cy Concrete Masonry (Wt: 35) 35 0038 605e06000 1,531.000 Ft 4" Base Pipe Underdrains (Wt: 35) 35 0039 611e00410 40.000 Ft 4" Conduit, Type f For Underdrain Outlet (Wt: 35) 35 0040 611e00900 50.000 Ft 6" Conduit, Type b (Wt: 35) 35 0041 611e01400 50.000 Ft 6" Conduit, Type e (Wt: 35) 35 0042 611e01500 50.000 Ft 6" Conduit, Type f (Wt: 35) 35 0043 611e06400 33.000 Ft 15" Conduit, Type d (Wt: 35) 35 0044 611e99710 4.000 Each Precast Reinforced Concrete Outlet (Wt: 35) 35 0045 301e46000 410.000 Cy Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 0046 304e20000 514.000 Cy Aggregate Base (Wt: 09) 09 0047 407e10000 347.000 Gal Tack Coat (Wt: 10) 10 0048 411e10000 41.000 Cy Stabilized Crushed Aggregate (Wt: Nr) Nr 0049 441e50000 101.000 Cy Asphalt Concrete Surface Course, Type 1, (448), Pg64-22 (Wt: 10) 10 0050 441e50200 141.000 Cy Asphalt Concrete Intermediate Course, Type 1, (448) (Wt: 10) 10 0051 621e00100 42.000 Each Rpm (Wt: 41) 41 0052 621e54000 41.000 Each Raised Pavement Marker Removed (Wt: Nr) Nr 0053 626e00112 21.000 Each Barrier Reflector, Type 3 (Bi-Directional) (Wt: Nr) Nr 0054 630e02100 135.500 Ft Ground Mounted Support, No. 2 Post (Wt: 42) 42 0055 630e02101 17.000 Ft Ground Mounted Support, No. 2 Post, As Per Plan (Wt: 42) 42 0056 630e03100 29.000 Ft Ground Mounted Support, No. 3 Post (Wt: 42) 42 0057 630e08600 2.000 Each Sign Post Reflector (Wt: 42) 42 0058 630e80100 42.000 Sf Sign, Flat Sheet (Wt: 42) 42 0059 630e80500 1.000 Each Sign, Double Faced, Street Name (Wt: 42) 42 0060 630e84900 13.000 Each Removal Of Ground Mounted Sign And Disposal (Wt: Nr) Nr 0061 630e85100 3.000 Each Removal Of Ground Mounted Sign And Reerection (Wt: 42) 42 0062 630e86002 13.000 Each Removal Of Ground Mounted Post Support And Disposal (Wt: Nr) Nr 0063 642e00104 0.420 Mile Edge Line, 6", Type 1 (Wt: 45) 45 0064 642e00300 0.240 Mile Center Line, Type 1 (Wt: 45) 45 0065 642e00500 20.000 Ft Stop Line, Type 1, 24" (Wt: 45) 45 0066 614e11110 80.000 Hour Law Enforcement Officer With Patrol Car For Assistance (Wt: 39) 39 0067 614e11630 1,880.000 Ft Increased Barrier Delineation (Wt: 39) 39 0068 614e12384 4.000 Each Work Zone Impact Attenuator, 24" Wide Hazards, (Bidirectional) (Wt: 39) 39 0069 614e12420 1.000 Ls Detour Signing (Wt: 39) 39 0070 614e13310 37.000 Each Barrier Reflector, Type 1, (Bidirectional) (Wt: Nr) Nr 0071 614e13314 19.000 Each Barrier Reflector, Type 3, (Bidirectional) (Wt: Nr) Nr 0072 614e13360 56.000 Each Object Marker, Two Way (Wt: Nr) Nr 0073 614e22000 0.730 Mile Work Zone Edge Line, Class i, 4" (Wt: 39) 39 0074 614e22300 0.080 Mile Work Zone Edge Line, Class i, 4", 740.06, Type Ii (Wt: 39) 39 0075 614e26000 48.000 Ft Work Zone Stop Line, Class i (Wt: 39) 39 0076 615e20000 785.000 Sy Pavement For Maintaining Traffic, Class a (Wt: 10) 10 0077 616e10000 4.500 Mgal Water (Wt: Nr) Nr 0078 622e41100 910.000 Ft Portable Barrier, Unanchored (Wt: 39) 39 0079 622e41110 970.000 Ft Portable Barrier, Anchored (Wt: 39) 39 0080 202e11003 1.000 Ls Structure Removed, Over 20 Foot Span, As Per Plan (Wt: 19) 19 0081 202e22900 129.000 Sy Approach Slab Removed (Wt: Nr) Nr 0082 202e23500 582.000 Sy Wearing Course Removed (Wt: Nr) Nr 0083 503e11101 1.000 Ls Cofferdams And Excavation Bracing, As Per Plan (Wt: 21) 21 0114 894e10100 11.000 Ft Concrete Core Sampling And Grouting (Wt: Nr) Nr 0115 894e10200 4.000 Each Concrete Core Strength Test (Wt: Nr) Nr 0116 103e05000 1.000 Ls Premium For Contract Performance Bond And For Payment Bond (Wt: Nr) Nr 0117 614e11000 1.000 Ls Maintaining Traffic (Wt: 39) 39 0118 619e16010 6.000 Mnth Field Office, Type b (Wt: Nr) Nr 0119 623e10000 1.000 Ls Construction Layout Stakes And Surveying (Wt: Nr) Nr 0120 624e10000 1.000 Ls Mobilization (Wt: Nr) Nr |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |