ID 527496

Archived

T32-D7-PCC Rehab- I20 Glare Screen-100800 Project, Atlanta GA

Wayne County

Owner Reference: 48400-DOT0001929

Bid Date: 02/19/2020 at 05:00pm

Work under this ITB consists of furnishing all labor, materials, tools, equipment, means of transportation, and incidentals necessary to perform the services. Contractor must furnish equipment in good operating condition and operated by properly trained and qualified personnel. The Contractor must make a good faith effort to furnish the Department the fully operational equipment needed to perform Concrete and Portland Cement Concrete (PCC) Pavement Rehabilitation Services at such time, and at such location(s) as directed by the Engineer. Prior to start of work, Contractor must inspect equipment to ensure the equipment is fully operational for the performance of its intended purpose. The Contractor will also be responsible for any traffic control, licenses, and permits required to satisfy the duties required herein. Work under this contract consists of removing and replacing Portland Cement Concrete roadway slabs, as well as repairing spalls and crack sealing on SR 403(I 85) in Troup and Meriwether Counties. Project limits are from Mile Post 23.35 to Mile Post 33.00 North Bound and South Bound including all on and off ramps from I 85. Contractor shall furnish all labor, materials, equipment, means of transportation and incidentals necessary to perform work. Attached is a map and a list of approximate quantities for estimating purposes only. It is the intent of this contract that all damaged slabs, cracks, spalls, and joints be repaired within the project limits. This project shall be bid per Line Item. Removal items: Existing slabs, spalls, and cracks wider than ½ inch shall be removed and disposed of by the Contractor daily. All dust and debris resulting from work on this contract shall be removed daily from any shoulders and roadway surfaces at no additional cost to the Department. All debris shall be removed from underneath guard rails to allow for positive drainage. Replacement slabs shall be constructed according to Pavement Details P-2. Slabs that are cracked but not to the severity that warrants replacement shall be sealed. Spalls and cracks shall be repaired with a type IV fiber reinforced type mix material that is grey in color as per specifications and QPL 27. This work should follow Detail P-3. The cracks will be ground to approximately 4 inches wide by 2 inches deep and filled with the fiber reinforced mix. Spalls shall be cut out to an average of 4 inches deep and filled with fiber reinforced mix. Areas smaller than 3 inches by 3 inches and cracks less than ½ inch in width shall be filled with Type S Asphalt Rubber Joint and Crack Sealant. This material shall conform to the standard specifications and QPL 92 B. Contractor must submit a bid bond or proposal guaranty for each bid submitted to the Department. Bid bonds or proposal guarantees not received by the Department before the due/close date and time will not be accepted and bid rejected.

Georgia Department of Transportation

Sara Siddall
 (404) 631-1148
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Published 02/05/2020 on Construction Bid Source

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