Demolition and site work for a mixed-use development in Roan Mountain, Tennessee. Completed plans call for site work for a swimming pool; for the demolition of a swimming pool; and water / sewer project.

Any prospective Respondent having questions and comments concerning this ITB must provide them in writing to the Solicitation Coordinator. All questions must be submitted no later than June 17, 2024 This request for bids is for a contract to furnish all material, equipment, supplies and labor to demolish the main and kiddie swimming pool to include removing pool liner, pool water treatment equipment and plumbing, pool aggregate, pool decks and refill-compact voids to existing grade. Additionally, the water treatment building will be excavated around the exterior, waterproofed, and backfilled. 3. The Contractor shall demo the pool liner by cutting into sections or using equipment to remove and load for disposal. 4. The Contractor shall demo stainless steel skimmers, pool water treatment equipment and plumbing within the treatment building, and any other metal found in pool demo site. This material must be removed from state park property, and Contractor is responsible for disposal off-park in accordance with all applicable laws and regulations. 5. The water treatment building, located under the back diving board area shall remain. The Contractor shall carefully excavate enough away from the wall to allow for the wall to be properly cleaned and repaired, all pipes removed, and all penetrations patched. The Contractor shall provide and install Polyguard Underseal PRM or equal 65-mil self-adhering sheet waterproofing membrane/vapor retarder on three sides of building in a vertical application, a 4-inch (four-inch) perforated and filtered drainage tile (below floor slab) sloped to daylight and backfill with #57 stone and 3-foot by 4-inch (three-foot by four-inch) concrete poured concrete cap along three sides. Care shall be taken to protect building from damage from pool fill compaction. 6. The Contractor shall start in the deep end (12-foot) marked area breaking up shotcrete/ gunnite floor and walls. Starting at this point, the Contractor shall compact replacement fill dirt at 1-foot (one-foot) intervals with vibratory roller compaction. It shall be acceptable for the Contractor to break aggregate into pieces no more than 5-inches (five-inches) in size and add a layer of broken aggregate at 1-foot (one-foot) intervals. Each foot of fill soil shall have no more than 6-inches (six-inches) of broken aggregate added on top. No pieces of aggregate more than 5-inches (five-inches) in size shall be used as fill. No aggregate fill within 4-feet (four-feet) of final grade. 6. The Contractor shall supply fill material of clay/sand mixture as needed to within 1-foot (one-foot) of grade. The Contractor shall supply and compact 1 foot (one foot) of topsoil for final grade. No fill material is available on the park. 9. The Contractor shall provide 1 foot (one foot) of topsoil over the entire work site. 10. The Contractor shall remove the fence and dispose of it off park in accordance with all applicable laws and regulations. 11. The Contractor shall Harley rake area before seeding and straw. Five bales of straw and 5 pounds (five pounds) of fescue seed per acre shall be broadcast over the entire site at completion of work. 12. Any concrete containing re-enforcement rod shall be removed from park property. No broken-up aggregate shall be used as backfill if it contains metal or re-bar.