Last Updated 07/15/2020 08:46 AM
Project Title

Intersection Improvement - S-25/US 301/501

Physical Address View project details and contacts
City, State (County) SC   (Dillon County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
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Estimated Value
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Description

Mobilization 1.000 Ls Bonds And Insurance 1.000 Ls Construction Stakes, Lines & Grades 1.000 Ea Utility Staking 1.000 Ls Small Public Water Relocation No. ____ 001 1.000 Ea Traffic Control 1.000 Ls Cpm Progress Schedule 1.000 Ls Clearing & Grubbing Within Right Of Way 1.000 Ls Removal & Disposal Item No. 001 1.000 Ls Removal & Disposal Of Existing Pavement 392.000 Sy Removal & Disposal Of Existing Asphalt Pavement 1,286.000 Sy Unclassified Excavation 682.000 Cy Borrow Excavation 2,274.000 Cy Muck Excavation 1,000.000 Cy Fine Grading 4,007.000 Sy Maintenance Stone 300.000 Ton Hot Mix Asphalt Base Course - Type b 657.000 Ton Liquid Asphalt Binder Pg64-22 83.000 Ton Milling Existing Asphalt Pavement 2.0" 1,420.000 Sy Milled-In Rumble Strip 0.560 Mi Hot Mix Asphalt Intermediate Course Type b 40.000 Ton Hot Mix Asphalt Intermediate Course Type c 385.000 Ton Hot Mix Asphalt Surface Course Type b 152.000 Ton Hot Mix Asphalt Surface Course Type c 410.000 Ton Permanent Construction Signs (Ground Mounted) 200.000 Sf Permanent Construction Signs (Barricade Mounted) 354.000 Sf Detour Signs 89.000 Sf Barricade - Type 3 138.000 Lf Type b - Flashing Light 16.000 Ea Pavement Markings(Temp-Paint) 4" White Broken Lines 800.000 Lf Pavement Markings(Temp-Paint) 4" Yellow Broken Lines 490.000 Lf Pavement Markings(Temporary-Paint)-4" White Solid Lines 3,887.000 Lf Pavement Markings(Temporary-Paint)-4" Yellow Solid Lines 7,154.000 Lf Pavement Markings(Temporary-Paint)-24"White Solid Lines 57.000 Lf Removal Of Pavement Markings (Lines) (Traffic Control) 500.000 Lf Temporary Clear Pavement Markers Mono-Dir.- 4"x4" 34.000 Ea Temporary Yellow Pavement Markers Bi-Dir.- 4"x4" 64.000 Ea 4" White Broken Lines(Gaps Excl.)Thermoplastic- 90 Mil. 800.000 Lf 4" White Solid Lines (Pvt. Edge Lines) Thermo.- 90 Mil. 5,400.000 Lf 24" White Solid Lines (Stop/Diag Lines)-Thermo.-125 Mil 75.000 Lf White Single Arrows (Lt, Strght, Rt) Thermo.-125 Mil. 6.000 Ea White Word Message "Only" -Thermoplastic - 125 Mil. 5.000 Ea 4" Yellow Broken Lines(Gaps Exc)Thermoplastic - 90 Mil. 400.000 Lf 4" Yellow Solid Lines(Pvt.Edge Lines) Thermo-90 Mil. 7,000.000 Lf Permanent Clear Pavement Markers- Mono-Dir.- 4"x4" 40.000 Ea Permanent Yellow Pavement Markers Mono-Dir.- 4"x 4" Perm. Yel. 40.000 Ea Permanent Yellow Pavement Markers Bi-Dir.- 4"x4" 100.000 Ea 14"x 23" Horizontal Elliptical(He) Rc Pipe Cul.-Class He-Iii 104.000 Lf 15" Smooth Wall Pipe 136.000 Lf 18" Smooth Wall Pipe 584.000 Lf Drop Inlet (24" x 36") 4.000 Ea Manhole 1.000 Ea Beveling Of Pipe End 6.000 Ea Rip-Rap (Class a) 4.700 Ton Rip-Rap (Class b) 142.000 Ton Geotextile For Erosion Control Under Riprap(Class 2)Type c 191.000 Sy Right Of Way Marker(Rebar And Cap) 29.000 Ea Right Of Way Plat 1.000 Ls Permanent Cover 3.043 Acre Temporary Cover 1.522 Acre Compost 82.000 Cy Fertilizer (Nitrogen) 305.000 Lb Fertilizer (Phosphoric Acid) 305.000 Lb Fertilizer (Potash) 305.000 Lb Agricultural Granular Lime 6,086.000 Lb Selective Watering 54,300.000 Gal Mowing 9.129 Acre Hydraulic Erosion Control Product (Hecp) - Type 1 6.090 Acre Sediment Tubes For Ditch Checks 275.000 Lf Silt Fence 106.000 Lf Cleaning Silt Basins 46.000 Cy Inlet Filter Cleaning 8.000 Ea Inlet Structure Filter - Type a 60.000 Lf Aggregate No.5 Or 57 For Erosion Control 0.750 Ton Stabilized Construction Entrance 550.000 Sy

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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