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Last Updated | 04/02/2021 01:50 AM |
Project Title | Bridge Repair-TUS-US 250-20.33 |
Physical Address | View project details and contacts |
City, State (County) | OH (Tuscarawas 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 Tus-250-20.33 In Tuscarawas County, Ohio, In Accordance With Plans And Specifications By Reconstructing Bridge No. Tus-250-2033, a Four Span Steel Beam With Reinforced Concrete Deck And Rehabilitated Substructure, (Spans: 40'-6", 2 @ 57'-9", 40'-6"; Roadway: 28' Toe/Toe Of Parapet), Tr 286 Over Us 250. 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 575.000 0003 202e38000 Guardrail Removed (Wt: Nr) Nr Ft 580.000 0004 202e47000 Bridge Terminal Assembly Removed (Wt: Nr) Nr Each 4.000 0005 202e75000 Fence Removed (Wt: Nr) Nr Ft 137.000 0006 203e10000 Excavation (Wt: 06) 06 Cy 33.000 0007 203e20000 Embankment (Wt: 06) 06 Cy 172.000 0008 204e10000 Subgrade Compaction (Wt: 06) 06 Sy 568.000 0009 606e15100 Guardrail, Type Mgs With Long Posts (Wt: 36) 36 Ft 475.000 0010 606e35000 Bridge Terminal Assembly, Type 1 (Wt: 36) 36 Each 4.000 0011 607e15000 Fence, Type 47 (Wt: 37) 37 Ft 97.000 Section 0002 Erosion Control Line Alt Item Code Item Description Wt Unit Quantity 0012 601e21060 Tied Concrete Block Mat With Type 2 Underlayment (Wt: 35) 35 Sy 181.000 0013 659e00100 Soil Analysis Test (Wt: Nr) Nr Each 2.000 0014 659e00300 Topsoil (Wt: 46) 46 Cy 28.000 0015 659e10000 Seeding And Mulching (Wt: 46) 46 Sy 334.000 0016 659e14000 Repair Seeding And Mulching (Wt: 46) 46 Sy 13.000 0017 659e20000 Commercial Fertilizer (Wt: 46) 46 Ton 0.030 0018 659e31000 Lime (Wt: 46) 46 Acre 0.010 0019 659e35000 Water (Wt: 46) 46 Mgal 1.000 0020 832e30000 Erosion Control (Wt: 08) 08 Each 10,000.000 Section 0003 Drainage Line Alt Item Code Item Description Wt Unit Quantity 0021 605e31100 Aggregate Drains (Wt: 35) 35 Ft 234.000 Section 0004 Pavement Line Alt Item Code Item Description Wt Unit Quantity 0022 254e01000 Pavement Planing, Asphalt Concrete (t=1.5") (Wt: 13) 13 Sy 1,300.000 0023 301e46000 Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 Cy 92.000 0024 304e20000 Aggregate Base (Wt: 09) 09 Cy 159.000 0025 407e10000 Tack Coat (Wt: 10) 10 Gal 68.000 0026 408e10000 Prime Coat (Wt: 10) 10 Gal 82.000 0027 441e50101 Asphalt Concrete Surface Course, Type 1, (448), As Per Plan, Pg70- Cy 41.000 22m (Wt: 10) 10 0028 441e50300 Asphalt Concrete Intermediate Course, Type 2, (448) (Wt: 10) 10 Cy 29.000 0029 609e24500 Curb, Type 4-b (Wt: 38) 38 Ft 76.000 Section 0005 Traffic Control Line Alt Item Code Item Description Wt Unit Quantity 0030 626e00110 Barrier Reflector, Type 2, Bi-Directional (Wt: Nr) Nr Each 16.000 0031 630e02100 Ground Mounted Support, No. 2 Post (Wt: 42) 42 Ft 17.000 0032 630e80100 Sign, Flat Sheet (Wt: 42) 42 Sf 2.000 0033 646e10000 Edge Line, 4" (Wt: 45) 45 Mile 0.700 0034 646e10200 Center Line (Wt: 45) 45 Mile 0.600 Section 0006 Maintenance Of Traffic Line Alt Item Code Item Description Wt Unit Quantity 0035 614e11110 Law Enforcement Officer With Patrol Car For Assistance (Wt: 39) 39 Hour 100.000 0036 614e12420 Detour Signing (Wt: 39) 39 Ls 1.000 0037 614e21100 Work Zone Center Line, Class i, 642 Paint (Wt: 39) 39 Mile 0.500 0038 614e22100 Work Zone Edge Line, Class i, 4", 642 Paint (Wt: 39) 39 Mile 1.000 Section 0007 Structure Over 20 Foot Span (Bridge No. Tus-250-20.33) Line Alt Item Code Item Description Wt Unit Quantity 0039 202e11203 Portions Of Structure Removed, Over 20 Foot Span, As Per Plan Ls 1.000 (Wt: 19) 19 0040 202e22900 Approach Slab Removed (Wt: Nr) Nr Sy 156.000 0041 202e23500 Wearing Course Removed (3" Thickness) (Wt: Nr) Nr Sy 692.000 0042 503e21100 Unclassified Excavation (Wt: 21) 21 Cy 228.000 0043 509e10001 Epoxy Coated Reinforcing Steel, As Per Plan (Wt: 23) 23 Lb 78,011.000 0044 510e10001 Dowel Holes With Nonshrink, Nonmetallic Grout, As Per Plan (Wt: Each 268.000 21) 21 0045 511e33501 Semi-Integral Diaphragm Guide, As Per Plan (Wt: 21) 21 Each 4.000 0046 511e34446 Class Qc2 Concrete With Qc/Qa, Bridge Deck (Wt: 21) 21 Cy 209.000 0047 511e34450 Class Qc2 Concrete With Qc/Qa, Bridge Deck (Parapet) (Wt: 21) 21 Cy 75.000 0048 511e43210 Class Qc1 Concrete, Pier (Wt: 21) 21 Cy 17.000 0049 511e45710 Class Qc1 Concrete, Abutment (Wt: 21) 21 Cy 98.000 0050 512e10100 Sealing Of Concrete Surfaces (Epoxy-Urethane) (Wt: 57) 57 Sy 964.000 0051 512e33000 Type 2 Waterproofing (Wt: Nr) Nr Sy 11.000 0052 512e74000 Removal Of Existing Coatings From Concrete Surfaces (Wt: Nr) Nr Sy 222.000 0053 513e10260 Structural Steel Members, Level 3 (Wt: 24) 24 Lb 192,298.000 0054 513e20000 Welded Stud Shear Connectors (Wt: 25) 25 Each 4,290.000 0055 516e10010 Armorless Preformed Joint Seal (Wt: 27) 27 Ft 58.000 0056 516e13600 1" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 16.000 0057 516e13900 2" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 37.000 0058 516e14020 Semi-Integral Abutment Expansion Joint Seal (Wt: 21) 21 Ft 82.000 0059 516e44101 Elastomeric Bearing With Internal Laminates And Load Plate Each 15.000 (Neoprene), As Per Plan (2 1/16" x 12" x 15") (Wt: 21) 21 0060 516e44101 Elastomeric Bearing With Internal Laminates And Load Plate Each 10.000 (Neoprene), As Per Plan (2 1/2" x 10" x 12") (Wt: 21) 21 0061 518e21200 Porous Backfill With Geotextile Fabric (Wt: 21) 21 Cy 67.000 0062 518e40000 6" Perforated Corrugated Plastic Pipe (Wt: Nr) Nr Ft 105.000 0063 518e40010 6" Non-Perforated Corrugated Plastic Pipe, Including Specials Ft 32.000 (Wt: Nr) Nr 0064 519e00100 Special - Composite Fiber Wrap System (See Proposal Note) (Wt: 29) 29 Sf 838.000 0065 519e11101 Patching Concrete Structure, As Per Plan (Wt: 29) 29 Sf 2.000 0066 526e25010 Reinforced Concrete Approach Slabs With Qc/Qa (t=15") (Wt: 29) 29 Sy 174.000 0067 526e90030 Type c Installation (Wt: 29) 29 Ft 58.000 0068 601e20001 Crushed Aggregate Slope Protection, As Per Plan (Wt: 35) 35 Sy 311.000 0069 607e39900 Vandal Protection Fence, 6' Straight, Coated Fabric (Wt: 37) 37 Ft 390.000 0070 843e50000 Patching Concrete Structures With Trowelable Mortar (Wt: 29) 29 Sf 10.000 Section 0008 Incidentals Line Alt Item Code Item Description Wt Unit Quantity 0071 103e05000 Premium For Contract Performance Bond And For Payment Bond Ls 1.000 (Wt: Nr) Nr 0072 614e11000 Maintaining Traffic (Wt: 39) 39 Ls 1.000 0073 619e16010 Field Office, Type b (Wt: Nr) Nr Mnth 5.000 0074 623e10000 Construction Layout Stakes And Surveying (Wt: Nr) Nr Ls 1.000 0075 624e10000 Mobilization (Wt: Nr) Nr Ls 1.000 |
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Details | Bridge, New Construction.
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