Project scope entails the partial upgrade of the exterior Water distribution system at Western State Hospital. The project entails the installation of a new exterior domestic water loop around the campus along with new fire hydrants. Provisions for future connections to lateral building water and fire services will be provided. All project scope is located on the property of a secure, acute care adult psychiatric facility.
Contractor must be KYTC pre-qualifed for the
work they are proposing to bid.
The Project includes the following Work:
Earthwork, Water Main Extension, Sanitary Sewer Extension (Gravity and Force Main-Including Pump Station), and Roadway Construction (DGA Base, Asphalt Binder, Asphalt Surface, and Roadway Ditching) associated with Phase 1 of the Walters Industrial Park project.
Lexington Children’s Museum – Request for Proposals for Construction Management At Risk Services
Lexington Children’s Museum – Request for Proposals for Construction Management At Risk Services
In January of 2026, Lexington Children’s Museum interviewed and selected Champlin|EOP Architects to provide full design and contract administration services for a new purpose-built museum facility (35,000-45,000 sq. ft.). The proposed museum is to be located at 525 De Roode Street, Lexington, KY 40508, which will serve as a dynamic hub for learning, creativity, and discovery. The architectural scope includes exhibit galleries, public areas, administrative offices, back-of-house operations, building systems and exterior design harmonized with the neighborhood. In addition to the integration of innovative exhibits per the 2024 Master Plan.
City of Martin – Martin Wastewater Plant Rehabilitation Phase 2
City of Martin – Martin Wastewater Plant Rehabilitation Phase 2
The work includes replacement of various equipment at the Martin Wastewater Treatment Plant, including
a slide gate, a telescoping valve, and a fixed natural gas generator.
RFB-13-27 EEC-AML-26008AMLMAML S. Highland Subsidence
RFB-13-27 EEC-AML-26008AMLMAML S. Highland Subsidence
Estimated Length of Project:
180 Calendar Days (Substantial Completion) + (Final Completion)
The work will consist of exploration drilling to verify the # 11 seam coal mine and location of rooms and pillars. During the exploration drilling phase, AML employees will utilize a downhole camera to verify current conditions in the mine and to determine the extents of the rock and shale fracturing from the mine subsidence. Once the exploration phase is complete, AML staff will make any necessary adjustments to the proposed hole locations for grouting the coal seam. Six-inch plus diameter holes will be drilled to the #11 coal seam in the specified order. The hole will be cased through the soil horizon into solid competent rock with 6-inch diameter PVC pipe. A box utility trailer with sufficient volume capacity, Non-Woven, Polyethylene Geotextile Sediment Filter Bags or an equivalent system shall be used to capture all cuttings from all drill holes to minimize sediment deposits in the yards. Approximately 400 gallons of water will be required to flush each hole. Methane monitoring is the responsibility of the contractor, and if methane is encountered, the contractor must immediately implement a plan to secure the area. This may require the contractor to cap the hole or insert 3-inch diameter PVC casing to a minimum of 10 ft above the ground or as designated by the engineer. A subsidence hole measuring approximately 40ft x 45ft across and approximately 5 feet deep is on property owned by Willie Thompson. This subsidence will be excavated to solid and filled with Class II riprap and will be covered using filter fabric and then covered with material removed from the subsidence area. This material will be compacted prior to placing roadway stone back over the driveway. Another collapse was seen in the ditch line to the southeast of the Willie Thompson residence. This collapse will be excavated out and filled with riprap as well. If mine workings are found in the excavation of this area a combination of rock and grout will be used to seal up the area to keep water from entering the mine works. Two potential mine openings on the southeast side of S. Highland Avenue will be closed using wildlife accessible closures as depicted in the AML Standard details and specifications. These openings at the surface are approximately 4 feet across and 2 feet high. They appear to be partially collapsed, and it is difficult to determine how far back the openings go at this time. PORTALS SHALL BE CLOSED OUTSIDE OF THE WINDOWS of APRIL 1st through MAY
31st and AUGUST 1st through NOVEMBER 14th
The scope of work includes pre-project planning; completion of waste characterization and disposal arrangements for lead-impacted soils; utility locates to identify nearby underground and overhead infrastructure; mobilization and site setup; careful excavation of approximately 175 cubic yards of
lead-impacted soil within the designated area, with particular attention to adjacent buildings, utility lines, and other structures; direct loading and transport of excavated material for off-site disposal; import, placement, and compaction of tested clean backfill within the excavation; grading of the restored surface; placement of topsoil; seeding and protection of disturbed areas; site cleanup; and demobilization.
The major work items for the Mount Sterling Landfill Capping project include: existing fence and gate removal, stripping and stockpiling topsoil, earthwork grading for cap, installation of compacted earthen material for cap, installation of non-woven geotextile, installation of topsoil on cap, placement of crushed stone, new fence and gate installation, placement of Class II channel lining, and revegetation in order to cap the area of existing waste.
Murray Independent School District – New Murray Elementary School
Murray Independent School District – New Murray Elementary School
The Project consists of the construction of a NEW 83,602 SF, two (2) story elementary school for approximately 750
students in Murray, KY. The project will be constructed in accordance with the Drawings and Specifications prepared
by the Design Professional.
City of Campbellsville – Campbellsville EMS Building Waterline and Sanitary Sewer Extensions
City of Campbellsville – Campbellsville EMS Building Waterline and Sanitary Sewer Extensions
The primary scope of work includes the installation of approximately 381 LF of 6-inch PVC
SDR 17 waterline, 2,968 LF of 10-inch PVC SDR 17 waterline, 3 fire hydrant assemblies, 611
LF of 3-inch HDPE DR 9 force main, 261 LF of 8-inch PVC SDR 35 gravity sewer, 1 manhole,
one 55 GPM duplex pump station and valve vault, and related appurtenances.
The major work items for the Central KY Landfill Closure project include: stripping and stockpiling vegetative cover material, earthwork grading for cap, installation of compacted earthen material for cap, installation of leachate toe drain, installation of geocomposite drainage layer at toe of slope, installation of geocomposite vent strips, installation of 40 mil textured geomembrane (LLDPE), install leachate cleanout and active gas well boots, install passive gas well vents and boots, placement of 24-inch cap vegetative cover soil, cap revegetation, install erosion control wattles, and grade and gravel existing perimeter road, include offsite borrow area with soil erosion and sediment control and provide riprap channel lining as alternate bid items in order to cap the remaining area of the landfill existing waste.
Louisville Water Company is requesting Bids for the supply and installation of 45+/- linear feet of six (6) Inch PC350 Ductile Iron Water Main and 680+/- linear feet of eight (8) Inch PC350 Ductile Iron Water Main using traditional trench installation techniques. Also included with the project is the supply and transfer, renewal, relocation, or discontinuation of 15 customer services, and replacement of one known galvanized customer service.
Questions or inquiries relating to this project must be submitted through the Louisville Water Company web-based portal by the date and time indicated for this bid.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $250,001 – $500,000. If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a Bid Bond is required. For this Contract, a Bid Bond is required.
Bids will only be accepted from Bidders who are Louisville Water Small Business Equity (SBE) Program Participants and have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in the 4” – 16” Ductile Iron Water Mains Category. For information about the Louisville Water SBE Program or pre-qualification, contact the Company through the designated bid portal.
Bid Documents except the Bid Table may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com. The Bid Table is available in Microsoft Excel via download from the designated portal on Louisville Water’s electronic bidding site at https://louisvillewater.bonfirehub.com/portal/
Kentucky Cattlemen’s Foundation – Kentucky Livestock Innovation Center
Kentucky Cattlemen’s Foundation – Kentucky Livestock Innovation Center
The Kentucky Livestock Innovation Center project consists of conference, education, culinary,
and training spaces, along with private office space supporting the livestock industry.
The project is located on the campus of the Kentucky Community and Technical College System (KCTCS) in Maysville, Kentucky. The Work includes the demolition of existing parking facilities and construction of a new parking lot with associated site improvements.
The demolition phase consists of removal of the existing Overflow Parking Lot and Lot A, along with utilization of on-site borrow areas as required for construction activities.
The construction phase includes installation of a temporary off-road haul route with culvert pipe crossings, and development of a new paved parking lot adjacent to the existing Science Lot. Improvements include grading, drainage, paving, pavement striping, and site lighting.
Upon completion of construction, areas previously occupied by Lot A and designated borrow areas shall be restored by respreading stockpiled topsoil and reseeding to establish vegetative cover, resulting in conversion to green space.
Estimated Length of Project:
(Substantial Completion) + 210 Calendar Days (Final Completion)
24030
Drainage issues have led to oversaturation in the yards of Pauletta Johnson and Ricky Tucker. The project will fix these issues by installing a gabion weir, extending the existing block wall, and installing additional subdrains and ditches.
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. A cemetery up slope of the fill area will not be affected and the access road adjacent to the fill will be maintained as necessary to keep access.
23118
Three mine portals located behind the homes of Randy and Earl Johnson have led to oversaturation of their yards and a small slide. The portals will be corrected using non-wildlife accessible closures due to all portals being confirmed or suspected of being collapsed. AML will use drainage control methods such as subdrains and combination rock ditches to correct the issues. AML will use a retaining wall to correct the slide. Additional culverts will be added to outlet the water into a nearby stream. 80 feet of DWPP pipe will be placed under the Johnson driveway and in the creek. The access bridge at Petty Fork over the Left Fork of Long Fork will require temporary cribbing for construction access.
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.
This project proposes to provide a new 8-in water service from the Madison County side of the Kentucky River to restore water service to the Fort Boonesborough State Park. New water service will be tapped from an existing Madison County Utilities 8-in water main. The point of connection will occur in the northern right of way of Fort Boonesborough Road (KY 627) approximately 866 ft south of the Combes Ferry Road intersection with Fort Boonesborough Road. From this location, a new 8-in water main will be constructed and routed along the northern right of way of Fort Boonesborough Rd for approximately 4,701 LF where it will cross Fort Boonesborough Rd at the entrance to Fort Boonesborough. Jack and boring will be utilized to cross the road to avoid open cutting the roadway. The line will then transition from a public water line owned by Madison County Utilities to a private water line at a new vault that will be installed at the property line near the Fort Boonesborough entrance. From the vault, an 8-in water main will connect back into the existing park 8-in water main that will back feed the rest of the park property. The old connection from Winchester Utilities will be cut and capped on both sides of the KY river and abandoned.
Kirksville Water Association – Ballard Road Water Line Replacement
Kirksville Water Association – Ballard Road Water Line Replacement
The work to be bid upon is described as follows:
1. Video Entire Project Area
2. 3,737 LF of 6” PVC C900 Water Line
3. 180 LF 12” Steel Encasement Pipe by Open Cut
4. 30 LF 8” Steel Encasement Pipe by Open Cut
5. Install 6 insertion valves
6. Cleanup & restoration to minimum of pre-construction site conditions
City of St. Matthews – Warwick Park Phase 2 & 3 Improvements
City of St. Matthews – Warwick Park Phase 2 & 3 Improvements
The project consists of construction of Warwick Park: Phase 2 & 3 located in the block bounded by
Washburn Avenue, Columbia Avenue, Virginia Avenue, and Kentucky Avenue in St. Matthews, KY
40207. The work includes site demolition, building demolition and clearing of the site, earthwork for
the site based on the civil grading plan, protection of existing trees, construction of two replacement
parking lots, a new playground, pavilion, pergola, replacement of the loop trail, installation of a
small culvert bridge, and underground stormwater storage system.
The Work is located in multiple locations around McCracken County, KY. The Work consists of
the rehabilitation of approximately 70 manholes throughout the Paducah-McCracken Joint
Sewer Agency system.
