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Last Updated | 05/22/2020 02:22 AM |
Project Title | Bridge Repair - CR 503-00.30 |
Physical Address | View project details and contacts |
City, State (County) | OH (Fayette 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 | Improving Fay-Cr 503-0.30 In Fayette County, Ohio, In Accordance With Plans And Specifications By Reconstructing Bridge No. Fay-Temple St. Bridge, a Three Span Composite Box Beam With Reinforced Concrete Deck On Rehabilitated Substructure, (Spans: 40`, 40`, 40`; Roadway: 28` Toe/Toe Of Curb With 5` Sidewalks On Each Side), Over Paint Creek. Section 0001 Roadway Line Alt Item Code Item Description Wt Unit Quantity 0001 201e11000 Clearing And Grubbing (Wt: 01) 01 Ls 1.000 0002 202e30000 Walk Removed (Wt: Nr) Nr Sf 63.000 0003 202e32500 Curb And Gutter Removed (Wt: Nr) Nr Ft 167.000 0004 202e38000 Guardrail Removed (Wt: Nr) Nr Ft 100.000 0005 202e42000 Anchor Assembly Removed, Type a (Wt: Nr) Nr Each 2.000 0006 202e42040 Anchor Assembly Removed, Type t (Wt: Nr) Nr Each 4.000 0007 203e10000 Excavation (Wt: 06) 06 Cy 147.000 0008 203e20000 Embankment (Wt: 06) 06 Cy 5.000 0009 204e10000 Subgrade Compaction (Wt: 06) 06 Sy 144.000 0010 606e15050 Guardrail, Type Mgs (Wt: 36) 36 Ft 62.500 0011 606e26150 Anchor Assembly, Mgs Type e, (Mash 2016) (Wt: 36) 36 Each 1.000 0012 606e26550 Anchor Assembly, Mgs Type t (Wt: 36) 36 Each 1.000 0013 606e35003 Mgs Bridge Terminal Assembly, Type 1, As Per Plan (Wt: 36) 36 Each 4.000 Section 0002 Erosion Control Line Alt Item Code Item Description Wt Unit Quantity 0014 601e32100 Rock Channel Protection, Type b With Filter (Wt: 35) 35 Cy 43.000 0015 659e00100 Soil Analysis Test (Wt: Nr) Nr Each 2.000 0016 659e00300 Topsoil (Wt: 46) 46 Cy 96.000 0017 659e10000 Seeding And Mulching (Wt: 46) 46 Sy 864.000 0018 659e20000 Commercial Fertilizer (Wt: 46) 46 Ton 0.120 0019 659e31000 Lime (Wt: 46) 46 Acre 0.180 0020 659e35000 Water (Wt: 46) 46 Mgal 5.000 0021 832e30000 Erosion Control (Wt: 08) 08 Each 5,000.000 Section 0003 Pavement Line Alt Item Code Item Description Wt Unit Quantity 0022 255e10160 Full Depth Pavement Removal And Rigid Replacement, Class Qc Ms Sy 4.000 (Wt: 17) 17 0023 255e20000 Full Depth Pavement Sawing (Wt: 15) 15 Ft 14.000 0024 301e46000 Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 Cy 33.000 0025 304e20000 Aggregate Base (Wt: 09) 09 Cy 24.000 0026 407e10000 Tack Coat (Wt: 10) 10 Gal 15.000 0027 441e50000 Asphalt Concrete Surface Course, Type 1, (448), Pg64-22 (Wt: 10) 10 Cy 6.000 0028 441e50300 Asphalt Concrete Intermediate Course, Type 2, (448) (Wt: 10) 10 Cy 7.000 0029 609e26000 Curb, Type 6 (Wt: 38) 38 Ft 67.000 Section 0004 Traffic Control Line Alt Item Code Item Description Wt Unit Quantity 0030 626e00110 Barrier Reflector, Type 2, Bidirectional (Wt: Nr) Nr Each 5.000 0031 646e10200 Center Line (Wt: 45) 45 Mile 0.100 Section 0005 Maintenance Of Traffic Line Alt Item Code Item Description Wt Unit Quantity 0032 614e11110 Law Enforcement Officer With Patrol Car For Assistance (Wt: 39) 39 Hour 16.000 0033 614e12420 Detour Signing (Wt: 39) 39 Ls 1.000 0034 614e13000 Asphalt Concrete For Maintaining Traffic (Wt: 10) 10 Cy 5.000 Section 0006 Structure Over 20 Foot Span (Fay-503-0030c) Line Alt Item Code Item Description Wt Unit Quantity 0035 202e11203 Portions Of Structure Removed, Over 20 Foot Span, As Per Plan Ls 1.000 (Wt: 19) 19 0036 202e22900 Approach Slab Removed (Wt: Nr) Nr Sy 162.000 0037 202e23500 Wearing Course Removed (Wt: Nr) Nr Sy 543.000 0038 503e11100 Cofferdams And Excavation Bracing (Wt: 21) 21 Ls 1.000 0039 503e21300 Unclassified Excavation (Wt: 21) 21 Ls 1.000 0040 507e71200 Special - Pile Encasement (Wt: 21) 21 Ft 279.000 0041 509e10000 Epoxy Coated Reinforcing Steel (Wt: 23) 23 Lb 36,087.000 0042 509e20001 Reinforcing Steel, Replacement Of Existing Reinforcing Steel, As Lb 100.000 Per Plan (Wt: 23) 23 0043 511e31613 Class Qc2 Concrete With Qc/Qa, Superstructure, As Per Plan (Wt: Cy 156.000 21) 21 0044 511e43260 Class Qc2 Concrete, Pier Cap (Wt: 21) 21 Cy 21.000 0045 512e10050 Sealing Of Concrete Surfaces (Non-Epoxy) (Wt: 57) 57 Sy 159.000 0046 512e10100 Sealing Of Concrete Surfaces (Epoxy-Urethane) (Wt: 57) 57 Sy 418.000 0047 515e12030 Prestressed Concrete Composite Box Beam Bridge Members, Level Each 27.000 1, Cb17-48, 41`-0" (Wt: 21) 21 0048 516e13900 2" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 50.000 0049 516e14020 Semi-Integral Abutment Expansion Joint Seal (Wt: 21) 21 Ft 80.000 0050 516e41100 1/8" Preformed Bearing Pad (Wt: 21) 21 Each 54.000 0051 516e43100 Elastomeric Bearing With Internal Laminates Only (Neoprene), Each 108.000 10"x5"x1-1/4" (Wt: 21) 21 0052 517e75120 Railing (Concrete Parapet With Twin Steel Tube Railing) (Wt: 21) 21 Ft 252.000 0053 526e25000 Reinforced Concrete Approach Slabs (t=15") (Wt: 29) 29 Sy 210.000 0054 526e90010 Type a Installation (Wt: 29) 29 Ft 63.000 Section 0007 Incidentals Line Alt Item Code Item Description Wt Unit Quantity 0055 103e05000 Premium For Contract Performance Bond And For Payment Bond Ls 1.000(Wt: Nr) Nr 0056 614e11000 Maintaining Traffic (Wt: 39) 39 Ls 1.000 0057 619e16010 Field Office, Type b (Wt: Nr) Nr Mnth 6.000 0058 623e10000 Construction Layout Stakes And Surveying (Wt: Nr) Nr Ls 1.000 0059 624e10000 Mobilization (Wt: Nr) Nr Ls 1.000 |
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