Site work and paving for a mixed-use development in Piqua, Ohio. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; and water / sewer project.

-Removal of the old catch basin 6' by 11' at the storm drain in the center of the property. The 6' by 11' area is to be saw cut (using previous saw-cut joints), and the existing precast concrete catch basin is to be up to remove the old compacted stone. -Once the catch basin is removed. Next, the vendor will need to install a new precast concrete catch basin, which will be placed on the new compacted stone and then backfilled with new compacted #304 stone and a minimum of 4" of compacted PG64-22 asphalt. The existing stormwater pipes are to be fitted back into the new catch basin and sealed around the existing stormwater pipes so that groundwater does not flow between the pipes and the catch basin. -The new 4" asphalt will be placed and compacted in 2" lifts. The perimeter of the patch is to be crack-sealed. (Please see additional information attached) -Finally, once the catch basin is completed, the whole post parking lot will need a Crack seal, seal coat, and stripe. Question Deadline 03/13/2024 at 10:00 AM ET Pre-Bid Meeting: No Meeting The time for Substantial Completion of all Work is 120 consecutive days from the Commencement Date in the Notice to Proceed. Any questions regarding project scope or bid process please contact: Mike Morehouse Construction Project Specialist 1, Ohio Department Public Safety 1970 West Broad Street, Suite 428 Columbus, Oh 43223 614-387-1419 mdmorehouse@dps.ohio.gov Prevailing Wage rates are applicable to this project, if the bid exceeds $75,000. EDGE participation is only required for bids exceeding $50,000. Participation should include 5% of the full bid amount including labor and materials. EDGE vendors can include labor and material suppliers. Bond - Bids exceeding $50,000 require a bond with Power of Attorney for the full amount of your proposal. Full depth repair Saw cut and move existing asphalt Compact base material with a vibratory compactor or roller if large enough repair area Replace with a minimum of 4 inches of compacted PG64-22 compacting a maximum of 2 inches per lift. Some of the base and sub-base material may need to be removed and replace with compacted base material to fit 4 inches of compacted asphalt. Seal all repair edges with 3405 hot pour crack seal. Oerlays Crack seal existing cracks larger than % inch Asphalt adjacent to curbs, aprons, etc. are to milled a minimum of 1.50 inches deep and 12 inches wide. Tack coat is to be applied on existing asphalt before paving. Existing grades are to be maintained. Do not create ponding. The overlay is to be a minimum of 1.25 inches compacted.