Site work for a financial development in Stopover, Kentucky. Completed plans call for site work for a financial development.

Attached hereto is a copy of the "Advertisement for Bids" for furnishing all labor, equipment, appliances and materials necessary for 24011 AMLBAML, AML Project, Pike County, Kentucky. Responsible Contractors who have proper experience, equipment and qualifications are invited to bid on this work. These factors will be considered in the Award of Contract and all work will be performed under the standard regulations for construction of the Commonwealth of Kentucky. Drainage from eligible works are located upslope of the citizen's residence impacting the residence and yard area. A slide has also occurred on the slope behind/beside the citizen's residence impacting yard drainage. This project addresses the slide removing a quantity of material and grading the remainder in place in a stable configuration. A Concrete Block-Tied Mat ditch will be installed from the top of the slide to a planned drop box at the toe. Drainage will also be collected by installation of subdrain along the toe of the highwall. All collected drainage will be routed to a second drop box installed on the existing pipe crossing KY-194 and ultimately the roadside ditch. Concrete Block-Tied Mat ditches will also be installed to control surface drainage from the adjacent roadway and conduct drainage down the slope to the drop box and existing culvert. All material generated by construction activities will be wasted onsite. Allowable Price Limit (APL) is part of the contract documents and is stated on the Bid Schedule. The Unit Price (UP) / Lump Sum Price (LS) has a low value defined for each item on the Bid Schedule. Any Unit Price / Lump Sum Price outside this value may be considered an unbalanced bid and may have to be justified in writing if such bid is deemed the low responsive bid. The CONTRACTOR is also cautioned that other considerations for rejection, notwithstanding the APL, may be enforced (e.g. total bid price being excessively over the ENGINEER'S ESTIMATE). SPECIAL NOTE: Bids shall be submitted on the Official Form supplied by the Division of Engineering and Contract Administration. Failure to comply with the foregoing requirements will be cause for invalidation of bid. Bidders shall attach the Official Bid Document and Bid Bond (if required) as a single combined attachment when submitting their electronic bids. If using a certified check, please upload copy of check with your Official Bid Document in lieu of bid bond. No bidder may withdraw his bid for a period of thirty (30) days after the date set for the opening of bids. All bids shall be accompanied by a bid guarantee (in the form of a bid bond or certified check) of not less than five (5%) percent of the amount of the lump sum base bid. A 100% Performance Bond and a separate 100% Payment Bond shall be furnished by the successful bidder. All bonding and insurance requirements are contained in the Instructions to Bidders and/or General Conditions. Bonds should be executed by a surety company authorized to do business by the Kentucky Secretary of State and the Kentucky Department of Insurance within the Commonwealth of Kentucky. This project contains the provisions from the Davis Bacon Act. All contractors must pay the suitable amount listed on the federal wage rates for Pike County, Kentucky. The rates are titled General Decision Number KY20250056 dated 8/22/2025. All Procurement Questions Shall Be Directed to Buyer of Record for This Project. The Division of Engineering and Contract Administration, Commonwealth of Kentucky, reserves the right to reject all bids and to waive all informalities and/or technicalities where the best interest of the Commonwealth may be served. Estimated Length of Project: (Substantial Completion) + 90 Calendar Days (Final Completion) Drainage from eligible works are located upslope of the citizens residence impacting the residence and yard area. A slide has also occurred on the slope behind/beside the citizens residence impacting yard drainage. This project addresses the slide removing a quantity of material and grading the remainder in place in a stable configuration. The existing ditch adjacent to the slide area will be excavated to rock. A Concrete Block-Tied Mat ditch will be installed from the top end of the excavated rock ditch to a planned drop box at the toe. Drainage will also be collected by installation of subdrain along the toe of the highwall. All collected drainage will be routed to a second drop box installed on the existing pipe crossing KY-194 and ultimately the roadside ditch. Concrete Block-Tied Mat ditches will also be installed to control surface drainage from the adjacent roadway and conduct drainage down the slope to the drop box and existing culvert. A culvert with inlet headwall will be installed between the concrete block-tied mat adjacent to the state roadway and drop box to allow access. All material generated by construction activities will be wasted onsite All questions regarding the meaning or interpretation of the bidding documents shall be directed in writing to the purchasing officer. Unless otherwise specified in the Solicitation, questions received less than ten (10) calendar days prior to the date for receipt of bids may not be answered. ALL PROCUREMENT QUESTIONS SHALL BE DIRECTED TO BUYER OF RECORD FOR THIS PROJECT