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Last Updated | 12/13/2019 06:28 AM |
Project Title | Bridge Repair - US 68-12.03 |
Physical Address | View project details and contacts |
City, State (County) | OH (Hancock 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 Various Sections Within Eagle And Marion Townships, Of Hancock County, Ohio, In Accordance With Plans And Specifications By Rehabilitating a Structure And All Related Items Of Work. 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 1,799.000 0003 202e30700 Concrete Barrier Removed (Wt: Nr) Nr Ft 300.000 0004 202e38000 Guardrail Removed (Wt: Nr) Nr Ft 2,795.000 0005 202e38300 Guardrail Removed, Barrier Design (Wt: Nr) Nr Ft 150.000 0006 202e47800 Impact Attenuator Removed (Wt: Nr) Nr Each 2.000 0007 203e10000 Excavation (Wt: 06) 06 Cy 93.000 0008 203e20000 Embankment (Wt: 06) 06 Cy 20.000 0009 204e10000 Subgrade Compaction (Wt: 06) 06 Sy 2,043.000 0010 209e15051 Reshaping Under Guardrail, As Per Plan (Wt: 06) 06 Mile 0.540 0011 254e01000 Pavement Planing, Asphalt Concrete (3") (Wt: 13) 13 Sy 49.000 0012 606e15051 Guardrail, Type Mgs, As Per Plan (Wt: 36) 36 Ft 237.500 0013 606e15101 Guardrail, Type Mgs With Long Posts, As Per Plan (Wt: 36) 36 Ft 1,862.500 0014 606e15551 Guardrail, Barrier Design, Type Mgs, As Per Plan (Wt: 36) 36 Ft 237.500 0015 606e26150 Anchor Assembly, Mgs Type e (Mash 2016) (Wt: 36) 36 Each 5.000 0016 606e26550 Anchor Assembly, Mgs Type t (Wt: 36) 36 Each 1.000 0017 606e35003 Mgs Bridge Terminal Assembly, Type 1, As Per Plan (Wt: 36) 36 Each 8.000 0018 606e35102 Mgs Bridge Terminal Assembly, Type 2 (Wt: 36) 36 Each 1.000 0019 606e60012 Impact Attenuator, Type 1 (Bidirectional) (Wt: 36) 36 Each 2.000 0020 622e10161 Concrete Barrier, Single Slope, Type d, As Per Plan (Wt: 38) 38 Ft 185.000 0021 622e25000 Concrete Barrier End Section, Type d (Wt: 38) 38 Each 5.000 0022 622e25050 Concrete Barrier, End Anchorage, Reinforced, Type d (Wt: 38) 38 Each 3.000 Section 0002 Erosion Control Line Alt Item Code Item Description Wt Unit Quantity 0023 601e21060 Tied Concrete Block Mat, Type 2 (Wt: 35) 35 Sy 144.000 0024 659e10000 Seeding And Mulching (Wt: 46) 46 Sy 2,422.000 0025 659e20000 Commercial Fertilizer (Wt: 46) 46 Ton 0.330 0026 659e35000 Water (Wt: 46) 46 Mgal 13.000 0027 832e30000 Erosion Control (Wt: 08) 08 Each 17,000.000 Section 0003 Drainage Line Alt Item Code Item Description Wt Unit Quantity 0028 605e31100 Aggregate Drains (Wt: 35) 35 Ft 228.000 Section 0004 Pavement Line Alt Item Code Item Description Wt Unit Quantity 0029 301e46000 Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 Cy 297.000 0030 304e20000 Aggregate Base (Wt: 09) 09 Cy 566.000 0031 407e10000 Tack Coat (Wt: 10) 10 Gal 295.000 0032 441e50000 Asphalt Concrete Surface Course, Type 1, (448), Pg64-22 (Wt: 10) 10 Cy 150.000 0033 609e24510 Curb, Type 4-c (Wt: 38) 38 Ft 52.000 Section 0005 Traffic Control Line Alt Item Code Item Description Wt Unit Quantity 0034 620e00500 Delineator, Post Ground Mounted (Wt: Nr) Nr Each 5.000 0035 626e00102 Barrier Reflector, Type 1, (1-Way) (Wt: Nr) Nr Each 4.000 0036 626e00102 Barrier Reflector, Type 1, (Bi-Directional) (Wt: Nr) Nr Each 4.000 0037 626e00110 Barrier Reflector, Type 2, (1-Way) (Wt: Nr) Nr Each 5.000 0038 626e00110 Barrier Reflector, Type 2, (Bi-Directional) (Wt: Nr) Nr Each 50.000 0039 630e85100 Removal Of Ground Mounted Sign And Reerection (Wt: 42) 42 Each 22.000 0040 630e86010 Removal Of Ground Mounted Post Support And Reerection (Wt: 42) 42 Each 9.000 0041 642e00094 Edge Line, 6" (Wt: 45) 45 Mile 0.320 0042 642e00290 Center Line (Wt: 45) 45 Mile 0.160 Section 0006 Maintenance Of Traffic Line Alt Item Code Item Description Wt Unit Quantity 0043 253e02000 Pavement Repair (Wt: 16) 16 Cy 20.000 0044 407e10000 Tack Coat (Wt: 10) 10 Gal 20.000 0045 441e50000 Asphalt Concrete Surface Course, Type 1, (448), Pg64-22 (Wt: 10) 10 Cy 10.000 0046 616e10000 Water (Wt: Nr) Nr Mgal 1.000 0047 617e10100 Compacted Aggregate (Wt: 06) 06 Cy 50.000 Section 0007 Structure Over 20 Foot Span (Han-68-12.03) Line Alt Item Code Item Description Wt Unit Quantity 0048 202e11203 Portions Of Structure Removed, Over 20 Foot Span, As Per Plan Ls 1.000 (Wt: 19) 19 0049 202e22900 Approach Slab Removed (Wt: Nr) Nr Sy 132.000 0050 503e21301 Unclassified Excavation, As Per Plan (Wt: 21) 21 Ls 1.000 0051 509e10001 Epoxy Coated Reinforcing Steel, As Per Plan (Wt: 23) 23 Lb 112,711.000 0052 509e20001 Reinforcing Steel, Replacement Of Existing Reinforcing Steel, As Lb 50.000 Per Plan (Wt: 23) 23 0053 510e10000 Dowel Holes With Nonshrink, Nonmetallic Grout (Wt: 21) 21 Each 160.000 0054 511e33500 Semi-Integral Diaphragm Guide (Wt: 21) 21 Each 2.000 0055 511e34446 Class Qc2 Concrete With Qc/Qa, Bridge Deck (Wt: 21) 21 Cy 340.000 0056 511e34450 Class Qc2 Concrete With Qc/Qa, Bridge Deck (Parapet) (Wt: 21) 21 Cy 116.000 0057 511e45710 Class Qc1 Concrete, Abutment (Wt: 21) 21 Cy 109.000 0058 512e10100 Sealing Of Concrete Surfaces (Epoxy-Urethane) (Wt: 57) 57 Sy 1,706.000 0059 512e10600 Concrete Repair By Epoxy Injection (Wt: 29) 29 Ft 29.000 0060 513e20000 Welded Stud Shear Connectors (Wt: 25) 25 Each 3,620.000 0061 514e00050 Surface Preparation Of Existing Structural Steel (Wt: 26) 26 Sf 19,066.000 0062 514e00056 Field Painting Of Existing Structural Steel, Prime Coat (Wt: 26) 26 Sf 19,066.000 0063 514e00060 Field Painting Structural Steel, Intermediate Coat (Wt: 26) 26 Sf 19,066.000 0064 514e00066 Field Painting Structural Steel, Finish Coat (Wt: 26) 26 Sf 19,066.000 0065 514e00504 Grinding Fins, Tears, Slivers On Existing Structural Steel (Wt: 26) 26 Mnhr 35.000 0066 514e10000 Final Inspection Repair (Wt: 26) 26 Each 1.000 0067 516e10011 Armorless Preformed Joint Seal, As Per Plan (Type c Installation) Ft 123.000 (Wt: 27) 27 0068 516e13600 1" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 17.000 0069 516e13900 2" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 73.000 0070 516e44101 Elastomeric Bearing With Internal Laminates And Load Plate Each 10.000 (Neoprene), As Per Plan (12"x12"x2") (Wt: 21) 21 0071 516e47001 Jacking And Temporary Support Of Superstructure, As Per Plan Ls 1.000 (Wt: 21) 21 0072 518e21230 Porous Backfill With Geotextile Fabric (Wt: 21) 21 Ls 1.000 0073 518e40000 6" Perforated Corrugated Plastic Pipe (Wt: Nr) Nr Ft 171.000 0074 518e40010 6" Non-Perforated Corrugated Plastic Pipe, Including Specials Ft 40.000 (Wt: Nr) Nr 0075 519e11101 Patching Concrete Structure, As Per Plan (Wt: 29) 29 Sf 166.000 0076 526e25001 Reinforced Concrete Approach Slabs (t=15"), As Per Plan (Wt: 29) 29 Sy 201.000 0077 526e90030 Type c Installation (Wt: 29) 29 Ft 123.000 0078 607e39901 Vandal Protection Fence, 6` Straight, Coated Fabric, As Per Plan Ft 505.000 (Wt: 37) 37 0079 843e50001 Patching Concrete Structures With Trowelable Mortar, As Per Sf 73.000 Plan (Wt: 29) 29 Section 0008 Incidentals Line Alt Item Code Item Description Wt Unit Quantity 0080 103e05000 Premium For Contract Performance Bond And For Payment Bond Ls 1.000 (Wt: Nr) Nr 0081 614e11000 Maintaining Traffic (Wt: 39) 39 Ls 1.000 0082 619e16010 Field Office, Type b (Wt: Nr) Nr Mnth 6.000 0083 623e10001 Construction Layout Stakes And Surveying, As Per Plan (Wt: Nr) Nr Ls 1.000 0084 624e10000 Mobilization (Wt: Nr) Nr Ls 1.000 |
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