Similar Projects
Last Updated | 10/16/2020 09:03 AM |
Project Title | Bridge Repair |
Physical Address | View project details and contacts |
City, State (County) | OH (Williams 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 Wil-20a-0.00 In Williams County, Ohio, In Accordance With Plans And Specifications By Resurfacing 1.1 Miles Of Pavement And Reconstructing Bridge Wil-20a-0020 By Replacing The Deck Edges, Converting The Abutments To Semi-Integral, Overlaying The Deck, Painting Structural Steel And Performing Other Related Repairs. Section 0001 Roadway Line Alt Item Code Item Description Wt Unit Quantity 0001 201e11000 Clearing And Grubbing (Wt: 01) 01 Ls 1.000 0002 202e23000 Pavement Removed (Wt: Nr) Nr Sy 312.000 0003 202e38000 Guardrail Removed (Wt: Nr) Nr Ft 1,125.000 0004 202e42010 Anchor Assembly Removed, Type e (Wt: Nr) Nr Each 3.000 0005 202e42040 Anchor Assembly Removed, Type t (Wt: Nr) Nr Each 3.000 0006 202e47000 Bridge Terminal Assembly Removed (Wt: Nr) Nr Each 4.000 0007 203e20000 Embankment (Wt: 06) 06 Cy 1,000.000 0008 204e10000 Subgrade Compaction (Wt: 06) 06 Sy 312.000 0009 209e60500 Linear Grading (Wt: 06) 06 Mile 2.070 0010 209e72050 Preparing Subgrade For Shoulder Paving (Wt: 06) 06 Mile 2.100 0011 606e15050 Guardrail, Type Mgs (Wt: 36) 36 Ft 1,062.500 0012 606e26150 Anchor Assembly, Mgs Type e, Mash 2016 (Wt: 36) 36 Each 3.000 0013 606e26550 Anchor Assembly, Mgs Type t (Wt: 36) 36 Each 3.000 0014 606e35002 Mgs Bridge Terminal Assembly, Type 1 (Wt: 36) 36 Each 4.000 Section 0002 Erosion Control Line Alt Item Code Item Description Wt Unit Quantity 0015 601e20010 Crushed Aggregate Slope Protection (Wt: 35) 35 Cy 250.000 0016 832e30000 Erosion Control (Wt: 08) 08 Each 1,000.000 Section 0003 Pavement Line Alt Item Code Item Description Wt Unit Quantity 0017 253e02000 Pavement Repair (Wt: 16) 16 Cy 277.000 0018 254e01001 Pavement Planing, Asphalt Concrete, As Per Plan, 3 1/4" (Wt: 13) 13 Sy 16,480.000 0019 301e46000 Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 Cy 70.000 0020 304e20000 Aggregate Base (Wt: 09) 09 Cy 52.000 0021 407e20000 Non-Tracking Tack Coat (Wt: 10) 10 Gal 2,350.000 0022 442e10001 Asphalt Concrete Surface Course, 12.5 Mm, Type a (446), As Per Cy 744.000 Plan, Pg 76-22m (Wt: 10) 10 0023 442e10101 Asphalt Concrete Intermediate Course, 19 Mm, Type a (446), As Per Cy 871.000 Plan, Pg 76-22m (Wt: 10) 10 0024 617e10100 Compacted Aggregate (Wt: 06) 06 Cy 204.000 0025 618e41000 Rumble Stripes, Edge Line (Asphalt Concrete) (Wt: Nr) Nr Mile 2.070 0026 618e43000 Rumble Stripes, Center Line (Asphalt Concrete) (Wt: Nr) Nr Mile 1.010 0027 875e10000 Longitudinal Joint Adhesive (Wt: 10) 10 Lb 5,284.000 Section 0004 Traffic Control Line Alt Item Code Item Description Wt Unit Quantity 0028 621e00100 Rpm (Wt: 41) 41 Each 96.000 0029 621e54000 Raised Pavement Marker Removed (Wt: Nr) Nr Each 92.000 0030 626e00116 Barrier Reflector, Type 5, Bidirectional (Wt: Nr) Nr Each 25.000 0031 630e03100 Ground Mounted Support, No. 3 Post (Wt: 42) 42 Ft 96.000 0032 630e08600 Sign Post Reflector (Wt: 42) 42 Each 7.000 0033 630e85100 Removal Of Ground Mounted Sign And Reerection (Wt: 42) 42 Each 9.000 0034 630e86002 Removal Of Ground Mounted Post Support And Disposal (Wt: Nr) Nr Each 8.000 0035 642e00104 Edge Line, 6", Type 1 (Wt: 45) 45 Mile 2.180 0036 642e00300 Center Line, Type 1 (Wt: 45) 45 Mile 2.140 Section 0005 Maintenance Of Traffic Line Alt Item Code Item Description Wt Unit Quantity 0037 614e12460 Work Zone Marking Sign (Wt: 39) 39 Each 12.000 0038 614e12500 Replacement Sign (Wt: 39) 39 Each 5.000 0039 614e12600 Replacement Drum (Wt: 39) 39 Each 5.000 0040 614e21550 Work Zone Center Line, Class Iii, 642 Paint (Wt: 39) 39 Mile 3.000 Section 0006 Structure Repair (Wil-20a-0020) Line Alt Item Code Item Description Wt Unit Quantity 0041 202e11203 Portions Of Structure Removed, Over 20 Foot Span, As Per Plan Ls 1.000 (Wt: 29) 29 0042 202e22900 Approach Slab Removed (Wt: Nr) Nr Sy 134.000 0043 503e11100 Cofferdams And Excavation Bracing (Wt: 29) 29 Ls 1.000 0044 503e21101 Unclassified Excavation, As Per Plan (Wt: 29) 29 Cy 332.000 0045 509e10000 Epoxy Coated Reinforcing Steel (Wt: 23) 23 Lb 14,245.000 0046 509e20001 Reinforcing Steel, Replacement Of Existing Reinforcing Steel, As Lb 200.000 Per Plan (Wt: 23) 23 0047 510e10000 Dowel Holes With Nonshrink, Nonmetallic Grout (Wt: 29) 29 Each 256.000 0048 511e33500 Semi-Integral Diaphragm Guide (Wt: 29) 29 Each 2.000 0049 511e34410 Class Qc2 Concrete, Superstructure (Wt: 29) 29 Cy 116.000 0050 511e45710 Class Qc1 Concrete, Abutment (Wt: 29) 29 Cy 33.000 0051 511e60000 Special - Bridge Deck Grooving (Wt: Nr) Nr Sy 880.000 0052 512e10050 Sealing Of Concrete Surfaces (Non-Epoxy) (Wt: 57) 57 Sy 195.000 0053 512e73501 Treating Concrete Bridge Decks With Gravity Fed Resin, As Per Sy 1,160.000 Plan (Wt: 57) 57 0054 514e00050 Surface Preparation Of Existing Structural Steel (Wt: 26) 26 Sf 12,000.000 0055 514e00056 Field Painting Of Existing Structural Steel, Prime Coat (Wt: 26) 26 Sf 12,000.000 0056 514e00060 Field Painting Structural Steel, Intermediate Coat (Wt: 26) 26 Sf 12,000.000 0057 514e00066 Field Painting Structural Steel, Finish Coat (Wt: 26) 26 Sf 12,000.000 0058 514e00504 Grinding Fins, Tears, Slivers On Existing Structural Steel (Wt: 26) 26 Mnhr 80.000 0059 514e10000 Final Inspection Repair (Wt: 26) 26 Each 11.000 0060 516e13900 2" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 40.000 0061 516e14021 Semi-Integral Abutment Expansion Joint Seal, As Per Plan (Wt: 29) 29 Ft 125.000 0062 516e31000 Joint Sealer, 705.04 (Wt: Nr) Nr Ft 53.000 0063 516e44101 Elastomeric Bearing With Internal Laminates And Load Plate Each 12.000 (Neoprene), As Per Plan, (8.5" x 12" x 2.3125" With 10.5" x 15" x 1.5" Load Plate) (Wt: 29) 29 0064 516e47001 Jacking And Temporary Support Of Superstructure, As Per Plan Ls 1.000 (Wt: 29) 29 0065 517e70000 Railing (Twin Steel Tube) (Wt: 36) 36 Ft 383.130 0066 518e21200 Porous Backfill With Geotextile Fabric (Wt: 29) 29 Cy 71.000 0067 518e22300 Special - Steel Drip Strip (Wt: 29) 29 Ft 456.000 0068 518e40000 6" Perforated Corrugated Plastic Pipe (Wt: Nr) Nr Ft 140.000 0069 518e40012 6" Non-Perforated Corrugated Plastic Pipe (Wt: Nr) Nr Ft 45.000 0070 519e11101 Patching Concrete Structure, As Per Plan (Wt: 29) 29 Sf 10.000 0071 526e25000 Reinforced Concrete Approach Slabs (t=15") (Wt: 29) 29 Sy 249.000 0072 526e90010 Type a Installation (Wt: 29) 29 Ft 97.000 0073 601e20000 Crushed Aggregate Slope Protection (Wt: 35) 35 Sy 6.000 0074 601e32204 Rock Channel Protection, Type c With Geotextile Fabric (Wt: 35) 35 Cy 184.000 0075 848e10201 Superplasticized Dense Concrete Overlay Using Hydrodemolition, Sy 925.000 As Per Plan, 1.75" (Wt: 29) 29 0076 848e20000 Surface Preparation Using Hydrodemolition (Wt: 30) 30 Sy 925.000 0077 848e30201 Superplasticized Dense Concrete Overlay (Variable Thickness), Cy 15.000 Material Only, As Per Plan (Wt: 29) 29 0078 848e50000 Hand Chipping (Wt: 29) 29 Sy 50.000 0079 848e50100 Test Slab (Wt: 29) 29 Ls 1.000 0080 848e50301 Wearing Course Removed, Asphalt, As Per Plan (Wt: Nr) Nr Sy 1,059.000 Section 0007 Incidentals Line Alt Item Code Item Description Wt Unit Quantity 0081 103e05000 Premium For Contract Performance Bond And For Payment Bond Ls 1.000 (Wt: Nr) Nr 0082 614e11000 Maintaining Traffic (Wt: 39) 39 Ls 1.000 0083 623e10000 Construction Layout Stakes And Surveying (Wt: Nr) Nr Ls 1.000 0084 624e10000 Mobilization (Wt: Nr) Nr Ls 1.000 |
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