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Last Updated | 03/28/2023 01:06 PM |
Project Title | Precast Concrete Slab Spans Bridge |
Physical Address | View project details and contacts |
City, State (County) | East End, AR 72065 (Saline County) |
Category(s) | Single Trades |
Sub-Category(s) | Concrete |
Contracting Method | Competitive Bids |
Project Status | Sub-Bidding, Construction start expected May 2023 |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | Civil Engineer |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Precast Concrete Slab Spans Bridge FOB: Lat. 35.75651, Long. -90.06938 Bid Bond in the amount of $1,000.00 required of all bidders at time of bid opening or bid will be rejected. Personal and company checks are not acceptable as Bid Bonds. See Condition 4 on page 1 of Standard Bid Conditions. Performance Bond in the amount of $1,000.00 will be required of successful bidder prior to providing goods/services. Precast slabs units will be required to be designed for HL-93 loading in accordance with AASHTO LFRD Specifications. Precast slabs will have to configure to the following span configuration (existing drawings attached for reference): Number of spans: 5 (see existing structure plans for reference) Span length: 35'-0" (see existing structure plans for reference) Bridge Skew: 45 degrees (see existing structure plans for reference). Configured for Cap and Roadway slope of 1/8" per 1 foot (see existing structure plans for reference). Configured for 1'-6" curb and 24' roadway width. (27' out to out). FOB 35.75651, -90.06938 Precast slabs must be designed to incorporate MASH TL-4 Curb/Rail Detail (see curb detail attached for reference). ARDOT - Precast Concrete Slab Spans Bridge |
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Bidder's List | View project details and contacts | ||
Prospective Bidders | View project details and contacts | ||
Project Documents |
![]() Engineered Spec Sheet ![]() Architectural Plans ![]() Other Documents |