Demolition, site work, paving and new construction of a civil project in Dexter, New York. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; for the demolition of a bridge / tunnel; and for the construction of a bridge / tunnel.

Fa Proj , Jefferson Co., Bridge and Culvert Replacement - Ny Routes 3 and 12e, Various Locations., Prebid Meeting, Bid Deposit: 5% of Bid (~ $750,000.00) , Goals: Dbe: 4.00% Every bid must be accompanied by a bid bond, certified check or bank cashier's check payable to the NYS Department of Transportation, in the sum of the amount shown on the proposal title page. Bonds must be on form CONR 391. Electronic bids must include an electronic bid bond. Project related technical questions or comments must be submitted through the Construction Contracting section of the NYSDOT Business Center on the NYSDOT website Contract administration or procurement questions may be submitted either through the website or directed to Robert Kitchen, or the Assistant Director/Director of the Office of Contract Management, (518) 457-2124. If you have questions please contact: Jarrod Radley, PIN-7SUP02 NYSDOT Region 7 Public Information Officer 317 Washington Street Watertown, NY 13601 Phone: 315-785-2218 NYDOT - Bridge and Culvert Replacement - NY Routes 3 and 12E This work shall consist of furnishing, placing, grading, compacting, and trimming shoulder backup material of the type indicated adjacent to shoulders to the lines, grades, and locations indicated in the contract documents or to the lines, grades, and locations directed by the Engineer, in accordance with these specifications and details shown in the plans. This work shall consist of installing Bioretention and Dry Swale Soil in accordance with the contract documents and as directed by the Engineer. The work shall also consist of having the Bioretention and Dry Swale Soil tested for total soil phosphorus concentration at a qualified laboratory. A qualified laboratory shall be defined as a laboratory that is certified by the New York State Department of Health (NYSDOH) Environmental Laboratory Approval Program (ELAP) to test soil for total soil phosphorous. The work shall consist of furnishing, installing, maintaining (removing, disposal of debris and resetting), replacing (if needed), and disposing (at end of contract) a temporary catch basin insert at the locations indicated in and according to the contract documents, and as directed by the Engineer. The work shall also consist of removing and storing an existing temporary catch basin insert prior to a catastrophic storm event (e.g., flooding), and reinstalling it after the event at the locations indicated in and according to the contract documents, and as directed by the Engineer. Furnish and install a manually or machine-applied sheet waterproofing membrane in accordance with the contract documents. Include all surface preparation. This work shall consist of furnishing and erecting fencing at the locations shown on the plans or where directed by the Engineer. Construction of fencing shall be done in accordance with the details as shown on the plans or as directed by the Engineer. This work consists of furnishing and installing precast concrete wheel stops in locations shown on the plans or as designated by the Engineer. Unless otherwise herein specified, the work shall conform to Section 609 of the Standard Specifications. This work shall consist of furnishing materials for, assembling and installing a kiosk structure in accordance with the contract documents and as directed by the Engineer. Material and construction detail specifications for the kiosk structure are included in the contract documents. "Not Manufactured" means that the material and construction specifications do not include a listing of, or any reference to, kiosk manufacturers (one or multiple), proprietary products or proprietary construction methods in any contract notes, the kiosk details, or in any other location(s) in the contract documents. This work shall consist of removing, stock piling and replacing native stream bed material or furnishing and placing new stream bed material within freshly dug or established stream channels, in inverts of culvert at locations shown on the plans or as directed by the Engineer. The work shall be completed in conformity with the lines, grades, thicknesses and typical sections as shown on the plans or as established by the Engineer.