Similar Projects
Last Updated | 01/20/2021 02:19 AM |
Project Title | Grading, Drainage, Paving and Structure |
Physical Address | View project details and contacts |
City, State (County) | NC (Wilkes County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
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 | Roadway Items Lump Sum Ls Mobilization Lump Sum Ls Construction Surveying 2,120 Cy Unclassified Excavation Lump Sum Ls Type Ii Modified Approach Fill, Station ******* (16+62.00 -l-) 550 Cy Undercut Excavation 1 Acr Supplementary Clearing & Grub Bing Lump Sum Ls Grading 17 Cy Drainage Ditch Excavation 400 Cy Select Granular Material 200 Sy Geotextile For Soil Stabiliza Tion 512 Sf Temporary Shoring 5 Ton Foundation Conditioning Mate Rial, Minor Structures 30 Sy Foundation Conditioning Geo Textile 20 Lf 15" Cs Pipe Culverts, 0.064" Thick 2 Ea **" Cs Pipe Elbows, *****" Thick (15", 0.064") 100 Cy Shallow Undercut 200 Ton Class Iv Subgrade Stabiliza Tion 50 Ton Aggregate Base Course 50 Ton Incidental Stone Base 440 Sy Incidental Milling 500 Ton Asphalt Conc Base Course, Type b25.0c 450 Ton Asphalt Conc Surface Course, Type s9.5b 55 Ton Asphalt Binder For Plant Mix 45 Cy Subdrain Excavation 200 Sy Geotextile For Subsurface Drains 34 Cy Subdrain Coarse Aggregate 200 Lf 6" Perforated Subdrain Pipe 1 Ea Subdrain Pipe Outlet 6 Lf 6" Outlet Pipe 1 Ea Masonry Drainage Structures 4 Lf Masonry Drainage Structures 1 Ea Frame With Two Grates, Std 840.29 20 Lf Shoulder Berm Gutter 50 Lf Steel Beam Guardrail 5 Ea Additional Guardrail Posts 4 Ea Guardrail Anchor Units, Type Iii 4 Ea Guardrail End Units, Type Tl-3 200 Lf ** Strand Barbed Wire Fence With Posts (5) 20 Ton Rip Rap, Class i 95 Ton Rip Rap, Class Ii 260 Ton Rip Rap, Class b 2,165 Sy Geotextile For Drainage 236 Sf Work Zone Signs (Stationary) 32 Sf Work Zone Signs (Portable) 36 Sf Work Zone Signs (Barricade Mounted) 1 Ea Temporary Portable Traffic Signal System 50 Ea Drums 6 Ea Cones 24 Lf Barricades (Type Iii) 20 Day Flagger 2 Ea Temporary Crash Cushions 2 Ea Remove & Reset Temporary Crash Cushion 245 Lf Portable Concrete Barrier (Anchored) 245 Lf Remove & Reset Portable Conc Rete Barrier (Anchored) 7,616 Lf Paint Pavement Marking Lines (4") 24 Lf Paint Pavement Marking Lines (24") 2,480 Lf Removal Of Pavement Marking Lines (4") 1,640 Lf Temporary Silt Fence 140 Ton Stone For Erosion Control, Class a 70 Ton Stone For Erosion Control, Class b 210 Ton Sediment Control Stone 1 Acr Temporary Mulching 200 Lb Seed For Temporary Seeding 1 Ton Fertilizer For Temporary Seed Ing 200 Lf Temporary Slope Drains 320 Lf Safety Fence 100 Cy Silt Excavation 7,000 Sy Matting For Erosion Control 445 Sy Coir Fiber Mat 365 Lf 1/4" Hardware Cloth 325 Sy Floating Turbidity Curtain 6 Ea Special Stilling Basins 250 Lf Coir Fiber Wattle 40 Lb Polyacrylamide (Pam) 2 Acr Seeding & Mulching 1 Acr Mowing 50 Lb Seed For Repair Seeding 0.25 Ton Fertilizer For Repair Seeding 50 Lb Seed For Supplemental Seeding 1.25 Ton Fertilizer Topdressing 10 Mhr Specialized Hand Mowing 13 Ea Response For Erosion Control 2 Ea Concrete Washout Structure Structure Items Lump Sum Ls Removal Of Existing Structure At Station ************ (16+62.00-l-) Lump Sum Ls Asbestos Assessment 37 Lf 3`-0" Dia Drilled Piers In Soil 48 Lf 3`-0" Dia Drilled Piers Not In Soil 26 Lf Permanent Steel Casing For 3`-0" Dia Drilled Pier 1 Ea Csl Testing Lump Sum Ls Unclassified Structure Excava Tion At Station ******** (16+62.00-l-) 69.5 Cy Class a Concrete (Bridge) Lump Sum Ls Bridge Approach Slabs, Station ************ (16+62.00-l-) 17,545 Lb Reinforcing Steel (Bridge) 1,931 Lb Spiral Column Reinforcing Steel (Bridge) 14 Ea Pile Driving Equipment Setup For *** Steel Piles (Hp12x53) 390 Lf Hp12x53 Steel Piles 14 Ea Steel Pile Points 250 Lf Predrilling For Piles 220.3 Lf Vertical Concrete Barrier Rail 400 Ton Rip Rap Class Ii (2`-0" Thick) 445 Sy Geotextile For Drainage Lump Sum Ls Elastomeric Bearings 520 Lf 3`-0" x 1`-9" Prestressed Conc Cored Slabs 910 Lf 3`-0" x 2`-0" Prestressed Conc Cored Slabs |
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