Similar Projects
Last Updated | 10/01/2021 02:58 AM |
Project Title | Bridge Replacement (1 Bridge) - SR 220-03.29 |
Physical Address | View project details and contacts |
City, State (County) | OH (Pike 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 Various Sections Of Pee Pee Township, of Pike County, of The State of Ohio Completely Replacing Bridge No. Pik-220-0329 Over Pee Pee Creek. The Work Involves Removing The Reinforced Concrete Deck, Concrete Abutments, and Capped Pile Piers of a Continuous Steel Beam Bridge And Replacing With a Single-Span Prestressed Concrete i-Beam Bridge On a Reinforced Concrete Deck With Semi-Integral Abutments and h-Piles. Work Includes Minor Resurfacing Work at Approaches. Section 0001 Roadway Line Item Code Item Description Unit Quantity Alt Wt 0001 201e11000 Clearing And Grubbing (Wt: 01) 01 Ls 1.000 0002 202e23000 Pavement Removed (Wt: Nr) Nr Sy 474.000 0003 202e38000 Guardrail Removed (Wt: Nr) Nr Ft 1,301.000 0004 203e10000 Excavation (Wt: 06) 06 Cy 370.000 0005 203e20000 Embankment (Wt: 06) 06 Cy 542.000 0006 204e10000 Subgrade Compaction (Wt: 06) 06 Sy 912.000 0007 606e15100 Guardrail, Type Mgs With Long Posts (Wt: 36) 36 Ft 1,000.000 0008 606e35002 Mgs Bridge Terminal Assembly, Type 1 (Wt: 36) 36 Each 4.000 Section 0002 Erosion Control Line Item Code Item Description Unit Quantity Alt Wt 0009 601e32104 Rock Channel Protection, Type b With Geotextile Fabric (Wt: 35) 35 Cy 556.000 0010 659e10000 Seeding And Mulching (Wt: 46) 46 Sy 1,050.000 0011 659e14000 Repair Seeding And Mulching (Wt: 46) 46 Sy 53.000 0012 659e20000 Commercial Fertilizer (Wt: 46) 46 Ton 0.140 0013 659e31000 Lime (Wt: 46) 46 Acre 0.220 0014 659e35000 Water (Wt: 46) 46 Mgal 6.000 0015 832e30000 Erosion Control (Wt: 08) 08 Each 5,000.000 Section 0003 Drainage Line Item Code Item Description Unit Quantity Alt Wt 0016 605e31100 Aggregate Drains (Wt: 35) 35 Ft 101.000 Section 0004 Pavement Line Item Code Item Description Unit Quantity Alt Wt 0017 254e01000 Pavement Planing, Asphalt Concrete (1.5" Thick) (Wt: 13) 13 Sy 1,016.000 0018 301e46000 Asphalt Concrete Base, Pg64-22 (Wt: 10) 10 Cy 160.000 0019 304e20000 Aggregate Base (Wt: 09) 09 Cy 150.000 0020 407e10000 Tack Coat (Wt: 10) 10 Gal 235.000 0021 441e50000 Asphalt Concrete Surface Course, Type 1, (448), Pg64-22 (Wt: 10) 10 Cy 106.000 Section 0005 Traffic Control Line Item Code Item Description Unit Quantity Alt Wt 0022 621e00100 Rpm (Wt: 41) 41 Each 18.000 0023 621e54000 Raised Pavement Marker Removed (Wt: Nr) Nr Each 18.000 0024 630e08510 Street Name Sign Support, No. 2 Post (Wt: 42) 42 Ft 52.000 0025 630e85100 Removal Of Ground Mounted Sign And Reerection (Wt: 42) 42 Each 3.000 0026 630e86002 Removal Of Ground Mounted Post Support And Disposal (Wt: Nr) Nr Each 3.000 0027 642e00104 Edge Line, 6", Type 1 (Wt: 45) 45 Mile 0.280 0028 642e00300 Center Line, Type 1 (Wt: 45) 45 Mile 0.340 Section 0006 Maintenance Of Traffic Line Item Code Item Description Unit Quantity Alt Wt 0029 614e11110 Law Enforcement Officer With Patrol Car For Assistance (Wt: 39) 39 Hour 40.000 0030 614e12384 Work Zone Impact Attenuator, 24" Wide Hazards, (Bidirectional) Each 4.000 (Wt: 39) 39 0031 614e12420 Detour Signing (Wt: 39) 39 Ls 1.000 0032 614e13310 Barrier Reflector, Type 1 (Bidirectional) (Wt: Nr) Nr Each 10.000 0033 614e13314 Barrier Reflector, Type 3 (Bidirectional) (Wt: Nr) Nr Each 7.000 0034 614e13360 Object Marker, Two Way (Wt: Nr) Nr Each 17.000 0035 614e21000 Work Zone Center Line, Class i (Wt: 39) 39 Mile 0.190 0036 614e22010 Work Zone Edge Line, Class i, 6" (Wt: 39) 39 Mile 0.460 0037 614e22210 Work Zone Edge Line, Class i, 6", 740.06, Type i (Wt: 39) 39 Mile 0.060 0038 614e26000 Work Zone Stop Line, Class i (Wt: 39) 39 Ft 22.000 0039 615e20000 Pavement For Maintaining Traffic, Class a (Wt: 10) 10 Sy 44.000 0040 616e10000 Water (Wt: Nr) Nr Mgal 3.000 0041 622e41100 Portable Barrier, Unanchored (Wt: 39) 39 Ft 610.000 0042 622e41110 Portable Barrier, Anchored (Wt: 39) 39 Ft 240.000 Section 0007 Structure Over 20 Foot Span (Pik-220-0329) Line Item Code Item Description Unit Quantity Alt Wt 0043 202e11203 Portions Of Structure Removed, Over 20 Foot Span, As Per Plan Ls 1.000 (Wt: 19) 19 0044 202e22900 Approach Slab Removed (Wt: Nr) Nr Sy 111.000 0045 202e23500 Wearing Course Removed (Wt: Nr) Nr Sy 123.000 0046 503e11101 Cofferdams And Excavation Bracing, As Per Plan (Wt: 34) 34 Ls 1.000 0047 503e21101 Unclassified Excavation, As Per Plan (Wt: 34) 34 Cy 634.000 0048 505e11100 Pile Driving Equipment Mobilization (Wt: Nr) Nr Ls 1.000 0049 507e00100 Steel Piles Hp10x42, Furnished (Wt: 53) 53 Ft 765.000 0050 507e00150 Steel Piles Hp10x42, Driven (Wt: 53) 53 Ft 680.000 0051 507e00300 Steel Piles Hp14x73, Furnished (Wt: 53) 53 Ft 990.000 0052 507e00350 Steel Piles Hp14x73, Driven (Wt: 53) 53 Ft 880.000 0053 509e10000 Epoxy Coated Reinforcing Steel (Wt: 23) 23 Lb 69,217.000 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 182.000 0056 511e43512 Class Qc1 Concrete With Qc/Qa, Abutment Including Footing (Wt: 21) 21 Cy 152.000 0057 511e46212 Class Qc1 Concrete With Qc/Qa, Retaining/Wingwall Including Cy 109.000 Footing (Wt: 21) 21 0058 512e10100 Sealing Of Concrete Surfaces (Epoxy-Urethane) (Wt: 57) 57 Sy 505.000 0059 512e33000 Type 2 Waterproofing (Wt: 40) 40 Sy 171.000 0060 515e15100 Draped Strand Prestressed Concrete Bridge i-Beam Members, Each 4.000 Level 3, Type Wf54-49 (106'-8") (Wt: 21) 21 0061 515e20000 Intermediate Diaphragms (Wt: 21) 21 Each 9.000 0062 516e13600 1" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 4.000 0063 516e13900 2" Preformed Expansion Joint Filler (Wt: Nr) Nr Sf 50.000 0064 516e14020 Semi-Integral Abutment Expansion Joint Seal (Wt: 27) 27 Ft 112.000 0065 516e44100 Elastomeric Bearing With Internal Laminates And Load Plate Each 8.000 (Neoprene) (15" x 22" x 2.55" Bearing) (16" x 23" x 2" Load Plate) (Wt: 27) 27 0066 517e70000 Railing (Twin Steel Tube) (Wt: 36) 36 Ft 214.000 0067 518e21200 Porous Backfill With Geotextile Fabric (Wt: 35) 35 Cy 120.000 0068 518e22300 Special - Steel Drip Strip (Wt: 27) 27 Ft 274.000 0069 518e40000 6" Perforated Corrugated Plastic Pipe (Wt: Nr) Nr Ft 125.000 0070 518e40010 6" Non-Perforated Corrugated Plastic Pipe, Including Specials Ft 49.000 (Wt: Nr) Nr 0071 526e30010 Reinforced Concrete Approach Slabs With Qc/Qa (t=17") (Wt: 29) 29 Sy 240.000 0072 526e90010 Type a Installation (Wt: 29) 29 Ft 74.000 0073 613e41201 Low Strength Mortar Backfill, As Per Plan (Wt: Nr) Nr Cy 514.000 Section 0008 Incidentals Line Item Code Item Description Unit Quantity Alt Wt 0074 103e05000 Premium For Contract Performance Bond And For Payment Bond Ls 1.000 (Wt: Nr) Nr 0075 614e11000 Maintaining Traffic (Wt: 39) 39 Ls 1.000 0076 619e16000 Field Office, Type a (Wt: Nr) Nr Mnth 6.000 0077 623e10000 Construction Layout Stakes And Surveying (Wt: Nr) Nr Ls 1.000 0078 624e10000 Mobilization (Wt: Nr) Nr Ls 1.000 |
||||||||||||||||||||
Details | Bridge, New Construction.
|
||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |