Leslie County Fiscal Court – Leeco Rd Recreational Complex – RV Park & Campground – Phase 1
Work is to include: Grading, crushed stone roadways and parking and camping amenities.
Project Location: Hyden, Kentucky
Perry County Board of Education – Buckhorn School Renovations and Repairs – Phase 4 – RE-BID Floodproofing
This project consists of Buckhorn School Renovations and Repairs – Phase 4 – RE-BID Floodproofing for the Perry County Board of Education.
Project Location: Hazard, Kentucky
Johnson County Public Library Renovation
This project consists of the Johnson County Public Library Renovation.
Project Location: Paintsville, Kentucky
City of Elizabethtown – American Legion Park Improvements
This project consists of American Legion Park Improvements for the City of Elizabethtown.
Project Location: Elizabethtown, Kentucky
Marion County Public Schools – New Parking Lot
The project consists of a new asphalt parking lot to serve multiple facilities on
the main educational campus for the Marion County Board of Education.
Project Location: Lebanon, Kentucky
Town of Clarksville – Gravity Sewer-Appleleaf Lane to Pump Station 24
This project involves the installation of:
• Approximately 1,500 LF of 30”, 24”, and 18” gravity sanitary sewers
• Associated manholes
• 334 LF of Jack and Bore Under Interstate 65 – 18” sanitary sewer with 30” casing pipe
Project Location: Clarksville, Indiana
Mt. Sterling/Montgomery County Airport – Pavement and Electrical Improvements
This project consists of the Mt. Sterling/Montgomery County Airport – Pavement and Electrical Improvements
Project Location: Mount Sterling, Kentucky
RFP-26-005 Owensboro CTC Downtown Campus Roof Replacement
The Kentucky Community and Technical College System, Office for Facilities Support Services, on behalf of Owensboro Community and Technical College (OCTC) desires to procure professional architectural services to accomplish roof system replacement project on the Downtown Campus Building associated with the College. The project will initially assume the completion of the replacement of the entire roof system on this building. The initial Architectural fee will be for a limited scope to review roof, propose a solution and provide a cost estimate for the work. When the project is funded, the full Architectural fee will be negotiated. The Architect will be establishing the scope of work for this complete roof replacement but will also be asked to review other options such as roof repair or coating, including the anticipated cost for each option and the timeline for completion of the project work. At the conclusion of Phase A the scope and timeline of the project will be established.
Project Location: Ashland, Kentucky
RFB-13-26 KCTCS – HVAC Replacements – Bluegrass CTC
Estimate:
$1,809,140.00
Estimated Length of Project:
270 (Substantial Completion) + 30 (Final Completion)
This project includes HVAC equipment and controls upgrades across three of KCTCS’s facilities on two different campuses, which include Buildings B & S on Leestown Campus and Megowan building on Newtown Campus. The HVAC scope varies at each building with the overall objective to upgrade existing equipment and integrate existing and new HVAC control systems to KCTCS’s multi-campus control system.
Building B
Miscellaneous existing HVAC equipment will be replaced. New fans will be provided in the large shop areas. New instructor office HVAC system will be provided. The original pneumatic control system will be removed entirely, and a new building automation system will be provided.
Building S
The hot water central plant upgrades will include new boilers and multiple pump replacements. A new HVAC system will be provided to serve the corridor. Ceiling and wall fans will be provided in the shop areas. A mini-split system will be provided in offices and the classroom. A bid alternate will be considered to replace the Welding Lab heating and ventilating unit and exhaust systems. The existing DDC controls infrastructure will be upgraded to current KCTCS specifications, along with integrating the new HVAC equipment into the building automation system.
Megowan Building
A second heating hot water boiler will be provided to the central plant for redundancy. The two hot-chilled water central air handling units will be replaced. A bid alternate will be considered to also replace the Gymnasium rooftop hot-chilled water air handling unit. New VAV boxes with hot water reheat will be provided throughout the building. The existing DDC controls infrastructure will be upgraded to current KCTCS specifications, along with integrating the new HVAC equipment into the building automation system.
Project Location: Lexington
OakPointe Centre (EPA Phase) – RFP for Window Contractor
The property is located at 419 Bourne Avenue, in downtown Somerset, Kentucky. All previously
removed windows and doors are to be replaced with new, efficient windows and doors.
Work will consist of the replacement/installation of new windows and doors. Existing windows
and doors are being removed/abated by another sub-contractor prior to this scope of work being
executed.
Project Location: Somerset, Kentucky
Lexington-Fayette Urban County Housing Authority – Falconcrest Apartments Security Upgrades
This project consists of upgrades to the Falconcrest Apartments Security for the Lexington-Fayette Urban County Housing Authority.
Project Location: Lexington, Kentucky
City of Danville – Twinbrook Drive Culvert Replacement
The Project includes the following Work:
Removal of existing culvert and replacement with new 9-foot x 5-foot box culvert, raising the grade
of the road, and earthwork around stream.
Project Location: Danville, Kentucky
Columbia-Adair County Economic Development Authority – Green River Commerce Park North Access Road Paving
The project consists of Asphalt Paving, Walker and Murrell Road Extension, approximately 1,500 feet
in the Green River Commerce Park, Columbia, Adair County.
Project Location: Columbia, Kentucky
Town of Clarksville – Providence Way Pedestrian and Stormwater Improvements – Contract 1-2025
The Project includes the following approximate quantities of Work: The installation of 900 linear feet (LF)
of stormwater sewer piping and 2,500 LF of sidewalk. The Project will be located from and through the
intersections of several streets (Emery Lane, Gutford Road, Centralia Court, Victory Court, and Lewis
and Clark Parkway) as it progresses along Providence Way.
Project Location: Clarksville, Indiana
CCK-2910.0-1-26 Pav A ER Boom Replacement
This project consists of the medical and light boom replacements in 12 rooms of the
Emergency Department in Pavilion A of the University of Kentucky Medical Center. Existing
electrical, medical gas and low voltage system connections shall be disconnected to allow
Stryker to demolish the existing booms and install the replacements. The electrical, medical
gas and low voltage systems connections are to be reconnected to the new booms along with
a new electrical circuit to each boom for the motor/break.
Project Location: Lexington, Kentucky
WKU-10434 Cherry Hall Fencing
Clark has been contracted for Preconstruction Services for renovation of Cherry Hall at WKU. It
is anticipated that Clark will receive a contract for Construction Management Services for the
construction phase of the project as design reaches the Construction Document level.
Cherry Hall is located on the top of the hill at WKU at 1906 College Heights Blvd. The project
includes complete interior demolition and renovation to create modern classrooms, student
collaboration spaces, a new 3-story interior atrium, and faculty offices. New fire protection,
plumbing, mechanical, and electrical systems will be provided as part of the renovation. Building
enclosure modifications and upgrades will also be completed including a new entrance at the
rear of the building (Hilltop side), roofing replacement, window replacement, masonry
restoration & cleaning, and foundation waterproofing replacement. The courtyard will be
reconfigured to provide new outdoor spaces. New landscaping will be provided throughout the
perimeter of the building. Although the project includes many new features, care will be taken to
preserve, reuse, and maintain historical components of the building including the marble
staircases, the marble paneling, base, & trim, and the patinated, copper dome.
Click here to view reference drawings.
Project Location: Bowling Green, Kentucky
CITB-459-2026 Perkins Building Patio & Sidewalk Renovation
This invitation is for the renovation of concrete patio and sidewalk outside of the Perkins Building as specified in the
following bid at Eastern Kentucky University’s Richmond, KY Campus. The work includes furnishing all labor, materials,
equipment and services necessary to complete the project outlined in the event and attachments including all items
indicated throughout the event.
Description
Work will begin immediately following an official Award of Contract and Purchase Order from Eastern Kentucky
University. A point of contact for EKU Project Management will be provided to the awarded vendor at time of award.
Project Location: Richmond, Kentucky
CCK-2563.30-21-26 CTC + AAC BP08 Fit-Out Group 2 Resinous Flooring Rebid
The Cancer Treatment Center and Advanced Ambulatory Center will be a state-of-the-art
facility providing cancer care and research to treat patients across Kentucky. The full scope of
the program is combined in 3 project parts: Upgrades to Elizabeth Street and roadways on the
west side of the medical campus, Site and Utility upgrades, and a 9 level (including a
mechanical penthouse) 563,475 GSF Cancer Treatment Center (CTC) and Advanced
Ambulatory Center (AAC). The CTC AAC serves both inpatients and outpatients with the
lower 3 floors capable of treating inpatients. The program includes Radiation Medicine,
Imaging Services, Lab, Cancer Urgent Care, an Ambulatory Surgery Center, various cancer
and not cancer clinics, infusion, and women’s cancer services. A divided sky bridge
connection will connect to Pavilion A, primarily for the movement of families, visitors,
ambulatory patients, and staff. The site design provides generous, welcoming landscape
space to create a distinctive healing environment.
The following Trade is available for bidding:
• TC09E8 – RESINOUS FLOORING
Project Location: Lexington, Kentucky
RFB-10-26 KYTC – Transportation Warehouse Facility Exterior Painting and Repair
Estimate:
$151,950.00
Estimated Length of Project:
70 (Substantial Completion) + 28 (Final Completion)
The project is the Kentucky Transportation Cabinet, Transportation Warehouse Facility Renovation – Phase B, 2131 Wilkinson Blvd., Frankfort, Kentucky, Franklin County. Project consists of removing exiting gutters, downspouts, fascia trim, concrete & masonry repair (allowance), and painting all exterior surfaces of the existing building. The approximate 11,597 square foot of existing surfaces for exterior painting include the following: existing CMU, concrete foundation walls, hollow metal doors/frames, bollards, handrails, guards, garage doors and surface mounted items. All existing steel windows have been enclosed by the user agency with unprimed aluminum panels to be painted. All surfaces shall receive pressure wash cleaning prior to painting. All surfaces shall receive primer then (2) topcoats of finish paint. Existing aluminum windows shall not be painted.
Project Location: Frankfort
RFB-11-26 Lift Station Replacement West-Wastewater Collection Upgrade E.P. Tom Sawyer State Park Department of Parks
Estimate:
$388,765.00
Estimated Length of Project:
180 (Substantial Completion) + 30 (Final Completion)
The project includes demolition of the existing pump station and construction of a new pump station with electrical improvements, construction of approximately 650 feet of gravity sewer and construction of approximately 900 feet of forcemain.
Project Location: Louisville, Kentucky
London-Laurel County Economic Development Agency – Lily Industrial Park Water, Sewer and Gas Line Extension
The Project includes the following Work:
The construction of approximately 720 LF of 8” Waterline, 813 of LF of 8” Sewer Line, 8” LF
of Gravity Main Sewer and 600 LF of 4” Gas Line construction.
Project Location: London, Kentucky
RFB-09-26 EEC-24084AMLBAML RECLAMATION PROJECT
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The work will consist of excavation of the spoil material around the mine subsidence area. An existing concrete structure from the original mining is visible in the subsidence depression.
Excavation will extend to the lowest elevation of the face of the existing concrete structure. Side slopes for the excavation area of 3:1 to 4:1 will be required, and benching may be necessary to provide a safe working area. Once the existing concrete structure is fully exposed, a concrete cap will be constructed to fully close the mine opening. It is unclear if the concrete structure is associated with the slope shaft or an air shaft of the Goldsberry Mine. Methane monitoring is the responsibility of the contractor, and if methane is encountered, the contractor must immediately implement a plan to secure the area. Methane monitoring and control is incidental to the overall completion of the project.
The reinforced concrete mine closure will be constructed with the following general guidelines.
Excavate a 20 ft diameter circular trench to a depth reaching the bottom of the face of the
exposed existing concrete mine structure. The excavation slopes will be at approximate 3h:1v to 4h:1v. Benching will be required if needed for stability. The concrete mine structure will be examined by the engineer and a formed reinforced concrete closure will be constructed around the opening. The concrete closure will be 8 inches thick and will have #5 reinforcing steel at 12- inch centers both ways. Form work will be required on both faces with the interior face being set 4 inches inside the existing structure. The new closure will use drilled and epoxy dowel rods to attach to the existing structure wall on 2 ft. centers. The new closure will extend 12 inches beyond the existing structure on every side.
The floor of the excavation area can be stabilized with Filter Fabric and Size 2 Coarse aggregate or roadway stone if required. Pumping will be required to keep the working area dry and is incidental to the overall completion of the project. Material excavated will be stockpiled within the project limits and will be used to backfill the pit. Upon completion of the concrete mine closure, the excavated spoils will be used to fill the subsidence area by placing in 12-inch
compacted lifts. Additional material will be found on site within the project limits to bring the elevation to existing surrounding grade. Additional filter fabric and Size 2 aggregate may be required by the engineer.
Other work includes site preparation, repair of driveways, and other features disturbed during the construction process. An on-site temporary stockpile for excavated spoil will be used, but items not suitable for disposal must be taken to a landfill. Driveways damaged during the project will be repaired in kind with bituminous pavement. Removal of existing pavement is required on driveways and is incidental to repair. Standard AML revegetation methods and best management
practices for silt control will be used. All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, AML seed mix, and mulch, as necessary.
The project site has previously been disturbed by road construction, utility installation, mining
and business development, landowner activities, and surface expression of deep mine subsidence. These disturbances consist of significant mixing, and removal of earthen material from excavation, grading, fill material placement, road construction, site development and driveway construction. There should be no undisturbed earthen material to a depth of several
feet at the areas slated for significant project-related construction activities.
Access to the site is via state and county roads, a business-maintained driveway, and an existing access road. This construction activity will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions to maintain public traffic safety.
The strict implementation and enforcement of standard AML sediment and erosion control Best Management Practices (BMPs) will prevent significant amounts of sediments disturbed by project related activities from entering area streams to create indirect impacts to aquatic resources.
Project Location: Henderson
Ohio County Water District – Waterline Extensions to Unserved Customers
The Base Bid scope of work includes the installation of approximately 5,252 LF of 2-inch PVC
waterline, 2,112 LF of 3-inch PVC waterline, 92 LF of ¾ -inch HDPE service line, 62 LF of 4-
inch HDPE encasement pipe (directional bore), 3 flush hydrant assemblies, 5 water meter
assemblies, and related appurtenances. Approximately 14,000 LF of various sized waterline will
be bid as Additive Alternates as well.
Project Location: Hartford, Kentucky
RFB-08-26 EEC-25016AMLBAML
Estimated Length of Project:
(Substantial Completion) + 30 Calendar Days (Final Completion)
A section of slope has become unstable in the graded area between the undisturbed forest and a previously installed concrete block-tied mat ditch. This instability has constricted the ditch.
Sediment from this instability has also been deposited downstream at the intersection with an installed grated concrete ditch, allowing water to bypass the ditch and impact the citizen’s yard.
The unstable material constricting the ditch will be removed and replaced with a Class III
buttress. The affected section of ditch (approx. 80LF) will be removed and replaced with 4’ flat bottom Class III Ditch. Grates will be removed and replaced after deposited sediment has been removed and modifications complete. To prevent migration of Class III aggregate into the concrete channel, a barrier for aggregate retention will be installed at the interface of the two
types of ditch. Sediment deposited in the yard will also be removed to restore grade and
drainage.
The project limits are 3.37 acres in total with 0.7 acres of planned disturbance. These include project limits of 0.21 acres at the project site (with an expected maximum disturbance within the project limits of approximately 0.2 acres) and 3.16 acres at the off-site waste area (with an
expected maximum disturbance within these project limits of 0.5 acres).
Trees greater than 3” diameter at breast height will not be cut at the project site or waste area. If required, AML will elect to make a payment to the Imperiled Bat Conservation Fund in accordance with a determination from USFWS.
The project site has previously been disturbed by coal mining operations, road construction,
utility installation, residential development, landowner activities, and/or high velocity water
flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
Approximately 80 LF of Concrete Block – Tied Mat will be removed and a Class III ditch
installed. The existing concrete ditch (approx. 60 LF) will have deposited sediment removed.
Nothing beyond ephemeral flow has been observed through this area.
No portals or cave-like structures will be disturbed by this project.
The strict implementation and enforcement of standard AML sediment and erosion control Best Management Practices (BMPs) will prevent significant amounts of sediments disturbed by project related activities from entering area streams to create indirect impacts to aquatic resources. Sediment control will be installed prior to beginning any major earth disturbance (excluding initial site preparation for access only) until all measures are installed. These include but are not limited to silt barriers (bales & silt fence).
Project Location: Pike County
CDBG #23-015 – City of Gamaliel – Water Mains Project
Water main replacements throughout the City of Gamaliel, including service connections, hydrant
replacements, valve replacements, etc.
Project Location: Gamaliel, Kentucky
