Demolition and renovation of a civil project in New York, New York. Completed plans call for the renovation of a water / sewer project; and bridge / tunnel.

Brooklyn Bridge Park seeks to hire a qualified General/Marine Contractor for the rehabilitation of the marine structures at Empire Fulton Ferry and Fulton Ferry Landing within the Park, as well as the removal of a Transfer Bridge at Pier 4. The structural repairs at Empire Fulton Ferry include applying epoxy grout for pile repairs, replacing deteriorated concrete and cleaning steel for substructure repairs, and replacing compressible material and flowable fill at the Bulkhead. The repairs at Fulton Ferry Landing involve filling voids and sinkholes at the East Bulkhead, repairing steel sheets, repairing spalls and filling grout on concrete pile caps on the pier, and replacing the reinforced concrete encasement at the Gravity wall. The demolition and removal of the Pier 4 Transfer Bridge will be performed entirely from the waterside using barge-mounted equipment, and all timber and steel materials will be removed to the mudline. The scope of work will take place in completed sections of the park that are open and populated by the public, and the convenience and safety of the public is a priority. RFI Deadline January 9, 2025 4.00 pm Permitted Method: At proposersite walkthrough or in writing to the attention of Matthew Yoder, m.yoder@gardinerusa.com, with a copy to Stephen Noone, s.noone@gardinerusa.com BRIEF DESCRIPTION OF PROJECT BBP is seeking a qualified general contractor to perform a series of essential construction tasks within the park’s infrastructure. The scope of work is summarized as follows for each of these projects: (A) EMPIRE FULTON FERRY WHARF REHABILITATION This project includes comprehensive structural repairs to the Empire Fulton Ferry Wharf. Pile repairs will repair sections with exposed reinforcement and apply epoxy grout encasements to address erosion. Substructure repairs will involve chipping and replacing deteriorated concrete, restoring reinforcement cover with shotcrete or mortar, and cleaning/coating corroded expansion joint steel. Bulkhead work will replace the lost compressible material between the bulkhead and deck soffit to prevent further fill loss, while voids behind the top of the sheeting will be backfilled or pumped with flowable fill. (B) FULTON FERRY LANDING REHABILITATION This project addresses deteriorated marine structures at Fulton Ferry. At the East Bulkhead, repairs will include filling voids and sinkholes behind corroded steel sheet piles, recoating deteriorated areas, closing holes in the sheets, and repairing spalls in the concrete cap. At Fulton Ferry Landing Pier, repairs will reinstate lost grout between deck planks and pile caps, and repair cracked and delaminated edge beams. For the Concrete Gravity Wall, deteriorated concrete will be removed, and a reinforced concrete encasement will be installed along its full length, extending below the mudline to restore structural integrity and protect against further erosion and undermining. An alternate will be included for the addition of (33) piles needing preventative pile repairs.C) PIER 4 TRANSFER BRIDGE REMOVAL The proposed work includes the demolition and removal of the existing timber and steel transfer bridge structure located at the eastern end of Bird Island in Brooklyn Bridge Park. The structure consists of timber rail ties and steel rails supported by steel beams and two main steel girders along the sides, with the landside end founded on a submerged timber platform supported by timber piles. Demolition activities will be performed entirely from the waterside using barge-mounted sCOPE OF SERVICES The following Scope of Services is to be provided by the GC. The GC understands this list is not exhaustive and othertasks may be required at no additional cost. The contract will take precedence in the event of a discrepancy. Base Scope: All scope referenced in the marked up Jacobs Construction Documents (Exhibits 6A, 6B, 6C) including but not limited to below information The price breakouts are separated for funding purposes, illustrated in the Pricing Breakout Diagram, and to be included in the Base Scope, are as follows: (A) EMPIRE FULTON FERRY WHARF REHABILITATION 1. Repair substructure via chipping and replacing deteriorated concrete. 2. Restore concrete coverage of reinforcement 3. Clean, re-coat corroded expansion joint steel 4. Replace lost compressible fill between bulkhead and deck soffit 5. Clean, re-coat corroded steel sheet piles 6. Clean, re-coat mooring cleats 7. Backfill voids behind top of sheeting with flowable fill, repair sinkholes (B) FULTON FERRY LANDING REHABILITATION 1. At East Bulkhead a. Filling voids and sinkholes behind corroded steel sheet piles b. Recoat detCOPE OF SERVICES The following Scope of Services is to be provided by the GC. The GC understands this list is not exhaustive and othertasks may be required at no additional cost. The contract will take precedence in the event of a discrepancy. Base Scope: All scope referenced in the marked up Jacobs Construction Documents (Exhibits 6A, 6B, 6C) including but not limited to below information The price breakouts are separated for funding purposes, illustrated in the Pricing Breakout Diagram, and to be included in the Base Scope, are as follows: (A) EMPIRE FULTON FERRY WHARF REHABILITATION 1. Repair substructure via chipping and replacing deteriorated concrete. 2. Restore concrete coverage of reinforcement 3. Clean, re-coat corroded expansion joint steel 4. Replace lost compressible fill between bulkhead and deck soffit 5. Clean, re-coat corroded steel sheet piles 6. Clean, re-coat mooring cleats 7. Backfill voids behind top of sheeting with flowable fill, repair sinkholes (B) FULTON FERRY LANDING REHABILITATION 1. At East Bulkhead a. Filling voids and sinkholes behind corroded steel sheet piles b. Recoat detc. Repair spalls on the concrete caps. 2. At FFL Pier a. Infill lost grout between deck planks and pile caps. b. Repair cracked and delaminated edge beams c. Repair substructure via chipping and replacing deteriorated concrete. 3. At Concrete Gravity Wall a. Remove deteriorated concrete b. Install reinforced concrete encasement along full length of wall, below mudline to ensure structural integrity and restrict further erosion and undermining.