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Last Updated | 07/10/2019 12:44 PM |
Project Title | Rice Mine Road Phase III Improvements Project |
Physical Address | View project details and contacts |
City, State (County) | Tuscaloosa, AL (Tuscaloosa 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 | $2,744,129 |
Plans Available from | Engineer |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The approximate quantities of said Project are as follows:5,000 c.y.i.p. of Unclassified Excavation; 2,500 c.y.i.p. Undercut and Dispose of Unsuitable Material; 12,700 c.y.i.p. Off-Site Borrow Material & Placement; 12,250 s.y.i.p. Solid Sod; 2,100 s.y. Crushed Aggregate Base, ALDOT #825 Type 'B', (7" Compacted Thickness); 8,900 s.y. Improved Bituminous Concrete Binder Layer (3-3 1/2" Thickness); 26,500 s.y. ALDOT 424A Superpave Bituminous Concrete Wearing Surface (1" Compacted Thickness); 3,200 tons ALDOT 424A Superpave Bituminous Concrete Leveling; 6,000 s.y. Planing of Existing Asphalt Paving; 500 tons ALDOT 424A Superpave Bituminous Concrete Patching; 9,200 l.f. 24" Combination Curb and Gutter; 1,400 l.f. 24" Ribbon Curb; 520 l.f. 24" Valley Gutter; 570 l.f. 72" Valley Gutter; 5,700 s.y. 5' Concrete Sidewalk (6" Thickness); 680 s.y. Concrete Driveway (6" Thickness); 370 s.y. Asphalt Driveway (1 1/2" Thickness); 2,240 s.y. Crushed Aggregate Driveway, ALDOT Sec. 825, Type "B" (6" Thickness); 1,600 l.f. 15" Class III RCP Storm Sewer; 320 l.f. 18" Class III RCP Storm Sewer; 392 l.f. 24" Class III RCP Storm Sewer; 80 l.f. 36" Class III RCP Storm Sewer; 4 each Inlets, Type "S" (Single Wing); 5 each Inlets, Type "S" (Double Wing); 7 each Yard Inlet; 5 each Junction Box; 5 each Slope Paved Headwall; 2 each Dissipator Headwall; 175 l.f. Trench Drain; 15 each Water Valve Box Adjustment; 40 each Water Meter & Box Relocation (Meter Size Varies); 1 l.s. Domestic Service, Fire Protection Vault & Fire Hydrant Relocation; 1 l.s. Temporary Striping; 1 l.s. Permanent Striping, Markings & Legends, Class 2, Type A Traffic Stripe; 1 l.s. Traffic Control; 200 l.f. Concrete Retaining Wall; 20 each Heavy Duty Galvanized Mailbox; 5 each Manhole Ring & Cover Adjustment; 200 l.f. Sanitary Sewer Force Main Relocation/Lowering | ||||||
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |