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

Padanarum Road Over Round Pond Brook ("Comstock") Bridge Replacement For all matters of these bids the primary contact is the Engineer:Erik Sandblom, P.E.SRA Engineers453 Dixon Road, Suite 7, Bldg. 3Queensbury, NY 12804.Phone: 518-761-0417 Ext. 21Fax: 518-761-0513Email: eriks@sraengineers.com All questions must be submitted in writing by means of email or by fax. All questions need to be submitted no later than Friday, August 8, 2025 at 12:00 PM. All bids submitted in response to this notice shall be marked "SEALED BID - COMSTOCKBRIDGE REPLACEMENT" clearly on the outside of the envelope with the bidder's name and address. Each Bidder shall act in accordance with Federal and State Minority and Women-owned Business Enterprises-Equal Employment Opportunity (MWBE-EEO) and Davis Bacon laws and regulations governing this project. *On request, OWNER will provide each BIDDER access to the site to conduct such examinations, investigations, explorations, tests, and studies as each BIDDER deems necessary for submission of a Bid. BIDDER must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests, and studies. 1. In-place repair, replacement or re-setting of existing culverts and bridges. 2. Installation of a single new culvert or bridge to serve a single-family residence on an approved building lot, with no impact to state-regulated freshwater wetlands or adjacent areas; 3. In-place repair and replacement of existing bank stabilization structures. 4. Bank stabilization up to 500 linear feet using vegetation-based or bioengineering techniques (e.g., toe-wood structures, fascines, root-wads, brush mattresses, live-staking, etc.). 5. Bank stabilization up to 150 linear feet using rip-rap or similar materials, where use of vegetationbased or bioengineering techniques are not feasible. 6. Installation or repair of in-stream grade control structures consisting of rock or other natural materials (e.g., j-hooks, rock vanes, rock riffles, etc.). 7. Debris, gravel, and streambed material removal not exceeding 100 linear feet of the water course to remove blockages and restore natural stream channel dimensions and flows. 8. Installation or maintenance of dry hydrants for fire protection. 9. Repair of existing utility lines and associated structures (e.g., water, sewer, telecommunications, etc.). 10. Repair or installation of utility lines to serve a single-family, two-family, or three-family residence. 11. Temporary access or dewatering measures necessary to complete other activities authorized by this general permit. 12. Maintenance or repair of existing boat ramps, and access sites. Bank Stabilization Requirements To be covered under this general permit, all the following criteria must be met: a. New vertical bank stabilization measures are prohibited. b. All existing vegetation shall be preserved to the extent practicable. c. The channel width must not be constricted but match the existing upstream and downstream channel widths outside the project site. d. The slope of new bank stabilization measures shall not be steeper than a ratio of 1-1/2 horizontal units to 1 vertical unit. e. Measures must be properly keyed into the stream bank(s) to prevent scouring. f. Measures using live vegetation shall consist only of native plant species. g. Measures must not include geotextile fabric as part of the final structure. In-stream Grade Control Requirements To be covered under this general permit, the following criteria must be met: a. Installed measures must not create a vertical drop exceeding six (6) inches. b. Measures must be constructed to maintain a low-flow channel c. Measures must be properly keyed into the stream bank(s) to prevent scouring. d. Use of sheet-piling is prohibited. e. Measures must not include geotextile fabric as part of the final structure. Debris, Gravel, and Streambed Material Removal Requirements To be covered under this general permit, the following criteria must be met: a. Only recently deposited debris, gravel and other streambed material may be removed, and only where it can be demonstrated that deposited material has resulted in one of the following conditions: loss of stream function; active erosion; or the need to maintain infrastructure (e.g. culvert blockages); b. The resulting channel width must not be over-widened or over-deepened, but match the existing upstream and downstream channel widths and depths outside the project area. c. Completion of the project must maintain a low-flow channel;