Site work and paving for a civil project in Jamestown, Rhode Island. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; and road / highway.

Question Deadline 04/14/2025 at 4:00 PM ET A certified check payable to the Rhode Island Turnpike and Bridge Authority in an amount not less than ten (10) percent of the total amount of the bid price, or a bid bond not less than ten (10) percent of the total amount of the bid price, must accompany each Proposal as a guarantee that the Contract will be entered into, if awarded. Proposal guarantees will be returned after the Contract has been executed. Proposals, with accompanying check or bid bond, shall be enclosed in an opaque sealed envelope that will be suitably marked. Any bond required under the provisions of this Contract and Proposal shall only be issued by and originate with an agent lawfully constituted, licensed and registered in the State of Rhode Island. A Contract Performance Bond of one hundred (100) percent of the Contract price with a surety company that is satisfactory to the Authority will be required of the successful bidder. The Authority reserves the right to reject any or all bids or to waive any informality in bids received. The Authority will consider only those bids received from parties who have obtained Contract Documents directly from the Authority. This Contract consists of work to be performed on the Mount Hope Bridge. In general, the work to be performed includes micro-milling the existing deck, performing bridge deck concrete overlay repair work, and installing new rubberized asphalt chip seal and pavement markings -- on the northbound and southbound lanes of the bridge deck, from abutment to abutment, as outlined in the Contract Drawings and the Contract Specifications. The work to be performed includes the following, and shall be performed in accordance with the sequencing and timeframes indicated on the contract plans: 1. Surveying and recording the details (type, dimensions, and layout) of the existing pavement markings on the bridge, within the work limits, prior to performing any deck work, for review and approval of the Engineer. This information will be used to determine the temporary and final pavement markings on the bridge. 2. Micro-milling the existing bridge deckís rubberized asphalt chip sealing areas and concrete patch repair areas. 3. Immediately following the completion of micro-milling operations, performing bridge deck concrete overlay repair work. 4. As soon as weather permits, installing a new rubberized asphalt chip sealing surface. 5. Within 48 hours of completion of chip seal installation operations across both northbound and southbound lanes of the bridge, conducting post-pavement sweeping of the new chip seal deck surface, and installing temporary pavement markings. 6. After 30 days, conducting post-pavement sweeping of the northbound/southbound new chip seal deck surfaces, and installing final deck pavement markings.