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Last Updated | 05/22/2020 03:02 PM |
Project Title | Bridge Repair - Sr 79-19.90 |
Physical Address | View project details and contacts |
City, State (County) | OH (Licking 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 Lic-79-19.90 In Licking County, Ohio, In Accordance With Plans And Specifications By Reconstructing Bridge No. Lic-79-1991, By Replacing The Deck On a Single Span Steel Beam Structure And Reconstructing The Abutments, (Span: 40`; Roadway: 37.5` Face/Face Of Railing), Over Wilkins Run. Section Roadway 0001 Line Item Code Quantity Unit Item Description Wt Alt 0001 201e11000 1.000 Ls Clearing And Grubbing (Wt: 01) 01 0002 202e23500 262.000 Sy Wearing Course Removed (Wt: Nr) Nr 0003 202e38000 669.000 Ft Guardrail Removed (Wt: Nr) Nr 0004 203e10001 198.000 Cy Excavation, As Per Plan (Wt: 06) 06 0005 203e20000 10.000 Cy Embankment (Wt: 06) 06 0006 204e10000 646.000 Sy Subgrade Compaction (Wt: 06) 06 0007 209e15000 7.000 Sta Reshaping Under Guardrail (Wt: 06) 06 0008 209e70000 25.000 Cy Borrow (Wt: 06) 06 0009 209e72001 4.900 Sta Preparing Subgrade For Shoulder Paving, As Per Plan (Wt: 06) 06 0010 606e15050 512.500 Ft Guardrail, Type Mgs (Wt: 36) 36 0011 606e26550 4.000 Each Anchor Assembly, Mgs Type t (Wt: 36) 36 0012 606e35002 4.000 Each Mgs Bridge Terminal Assembly, Type 1 (Wt: 36) 36 0013 609e24510 8.000 Ft Curb, Type 4-c (Wt: 38) 38 Section Erosion Control 0002 Line Item Code Quantity Unit Item Description Wt Alt 0014 659e00510 1,000.000 Sy Seeding And Mulching, Class 2 (Wt: 46) 46 0015 659e20000 0.140 Ton Commercial Fertilizer (Wt: 46) 46 0016 659e31000 0.210 Acre Lime (Wt: 46) 46 0017 659e35000 5.400 Mgal Water (Wt: 46) 46 0018 832e30000 1,000.000 Each Erosion Control (Wt: 08) 08 Section Pavement 0003 Line Item Code Quantity Unit Item Description Wt Alt 0019 252e01500 505.000 Ft Full Depth Pavement Sawing (Wt: 15) 15 0020 254e01000 937.000 Sy Pavement Planing, Asphalt Concrete, Variable (Wt: 13) 13 0021 301e46000 92.000 Cy Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 0022 304e20000 109.000 Cy Aggregate Base (Wt: 09) 09 0023 407e20000 180.000 Gal Non-Tracking Tack Coat (Wt: 10) 10 0024 441e50100 50.000 Cy Asphalt Concrete Surface Course, Type 1, (448), Pg70-22m (Wt: 10) 10 0025 441e50300 59.000 Cy Asphalt Concrete Intermediate Course, Type 2, (448) (Wt: 10) 10 0026 690e12050 55.000 Sy Special - Reinforced Mesh For Transverse And/Or Longitudinal Joints And Cracks (Wt: Nr) Nr Section Traffic Control 0004 Line Item Code Quantity Unit Item Description Wt Alt 0027 621e54000 4.000 Each Raised Pavement Marker Removed (Wt: Nr) Nr 0028 626e00110 17.000 Each Barrier Reflector, Type 2, One Way (Wt: Nr) Nr 0029 630e03100 48.000 Ft Ground Mounted Support, No. 3 Post (Wt: 42) 42 0030 630e80100 12.000 Sf Sign, Flat Sheet (Wt: 42) 42 0031 646e10010 0.200 Mile Edge Line, 6" (Wt: 45) 45 0032 646e10200 0.100 Mile Center Line (Wt: 45) 45 0033 646e10400 14.000 Ft Stop Line (Wt: 45) 45 Section Maintenance Of Traffic 0005 Line Item Code Quantity Unit Item Description Wt Alt 0034 614e12338 8.000 Each Work Zone Impact Attenuator (Bidirectional) (Wt: 39) 39 0035 614e13000 10.000 Cy Asphalt Concrete For Maintaining Traffic (Wt: 10) 10 0036 614e13310 18.000 Each Barrier Reflector, Type 1, Bidirectional (Wt: Nr) Nr 0037 614e13350 18.000 Each Object Marker, One Way (Wt: Nr) Nr 0038 614e21000 0.230 Mile Work Zone Center Line, Class i (Wt: 39) 39 0039 614e22000 0.450 Mile Work Zone Edge Line, Class i, 4" (Wt: 39) 39 0040 614e26000 84.000 Ft Work Zone Stop Line, Class i (Wt: 39) 39 0041 622e41100 520.000 Ft Portable Barrier, Unanchored (Wt: 39) 39 0042 622e41110 140.000 Ft Portable Barrier, Anchored (Wt: 39) 39 0043 632e90400 4.000 Each Signalization, Misc.: Microwave Detector (Wt: 39) 39 0044 644e30030 0.540 Mile Removal Of Pavement Marking (Wt: Nr) Nr Section Structure Over 20 Foot Span (Bridge No. Lic-79-1991) 0006 Line Item Code Quantity Unit Item Description Wt Alt 0045 202e11301 37.000 Cy Portions Of Structure Removed, As Per Plan, Substructure (Concrete) (Wt: 19) 19 0046 202e11301 40.000 Cy Portions Of Structure Removed, As Per Plan, Superstructure (Concrete) (Wt: 19) 19 0047 202e22900 80.000 Sy Approach Slab Removed (Wt: Nr) Nr 0048 202e38500 90.000 Ft Bridge Railing Removed (Wt: Nr) Nr 0049 202e98000 1.000 Ls Removal Misc.: Existing Intermediate Crossframes (Wt: 19) 19 0050 202e98100 14.000 Each Removal Misc.:Bearings (Wt: 19) 19 0051 503e21301 1.000 Ls Unclassified Excavation, As Per Plan (Wt: 21) 21 0052 509e25001 16,681.000 Lb Uncoated Reinforcing Steel, As Per Plan (Wt: 23) 23 0053 510e10000 136.000 Each Dowel Holes With Nonshrink, Nonmetallic Grout (Wt: 21) 21 0054 511e21521 89.000 Cy Class Qc2 Concrete, Superstructure, As Per Plan (Wt: 21) 21 0055 511e33501 2.000 Each Semi-Integral Diaphragm Guide, As Per Plan (Wt: 21) 21 0056 511e50210 19.000 Cy Class Qc1 Concrete, Substructure (Wt: 21) 21 0057 512e10050 247.000 Sy Sealing Of Concrete Surfaces (Non-Epoxy) (Wt: 57) 57 0058 513e10201 1,108.000 Lb Structural Steel Members, Level Uf, As Per Plan (Wt: 21) 21 0059 513e20000 280.000 Each Welded Stud Shear Connectors (Wt: 25) 25 0060 514e00050 2,460.000 Sf Surface Preparation Of Existing Structural Steel (Wt: 26) 26 0061 514e00056 2,460.000 Sf Field Painting Of Existing Structural Steel, Prime Coat (Wt: 26) 26 0062 514e00060 2,460.000 Sf Field Painting Structural Steel, Intermediate Coat (Wt: 26) 26 0063 514e00066 2,460.000 Sf Field Painting Structural Steel, Finish Coat (Wt: 26) 26 0064 514e00504 5.000 Mnhr Grinding Fins, Tears, Slivers On Existing Structural Steel (Wt: 26) 26 0065 514e10000 4.000 Each Final Inspection Repair (Wt: 26) 26 0066 514e27700 242.000 Sf Field Painting, Misc.: Primary Member Ends (Wt: 26) 26 0067 516e13901 90.000 Sf 2" Preformed Expansion Joint Filler, As Per Plan (Wt: Nr) Nr 0068 516e14020 124.000 Ft Semi-Integral Abutment Expansion Joint Seal (Wt: 21) 21 0069 516e31011 83.000 Ft 2" Deep Joint Sealer, As Per Plan (Wt: Nr) Nr 0070 516e44300 14.000 Each Elastomeric Bearing With Internal Laminates And Load Plate (Neoprene) (1`-6" x 1`-4" x 4.7226") (Wt: 21) 21 0071 516e47001 1.000 Ls Jacking And Temporary Support Of Superstructure, As Per Plan (Wt: 21) 21 0072 517e70001 93.580 Ft Railing (Twin Steel Tube), As Per Plan (Wt: 36) 36 0073 518e12000 4.000 Each Scuppers, Including Supports (Wt: 21) 21 0074 518e21200 48.000 Cy Porous Backfill With Geotextile Fabric (Wt: 21) 21 0075 519e11100 182.000 Sf Patching Concrete Structure (Wt: 29) 29 0076 526e30011 252.000 Sy Reinforced Concrete Approach Slabs With Qc/Qa (t=17"), As Per Plan (Wt: 29) 29 Section Incidentals 0007 Line Item Code Quantity Unit Item Description Wt Alt 0077 103e05000 1.000 Ls Premium For Contract Performance Bond And For Payment Bond (Wt: Nr) Nr 0078 614e11000 1.000 Ls Maintaining Traffic (Wt: 39) 39 0079 623e10001 1.000 Ls Construction Layout Stakes And Surveying, As Per Plan (Wt: Nr) Nr 0080 624e10000 1.000 Ls Mobilization (Wt: Nr) Nr |
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