Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The yard around the residence at this site is being saturated by subsurface drainage from the eligible mined seam above. This project will install subdrain between the toe of the slope and the residence to collect the subsurface drainage saturating the yard. Collected drainage will be routed via installed culverts to the existing drainage at the roadside ditch along Upper Blackberry Road. A culvert will also be replaced crossing the citizen’s driveway for drainage and construction access.
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
This site will consist of the removal of a slide that has occurred behind Mr. Johnson’s garage. The slide is pushing up against the garage with about 0.11 acres being disturbed behind the garage. This will allow enough room to construct a 110 LF, 10 feet high permanent debris barrier wall behind the garage. Along with an 80 LF, 6 feet high non-reinforced block wall type 1 that will be located to the side of the barrier wall. Also being installed will be one mine portal wildlife closure that is located next to the slide area and two standard non-wildlife mine portal closures that are in the slide area. To help with drainage in the area 200 LF of 8inch HDPE pipe will be installed behind the garage and to both sides of the garage. Due to anticipated damage to the existing concrete driveway, it will be fully replaced with new concrete at a thickness of 3.5 inches and a width from 10 to 14 feet. Steel wire mesh reinforcement will be installed within the concrete for added durability
The project is a full replacement of the marina. Each dock, gangway, landside stairs/abutments, and associated utilities are to be demolished. The existing stiff arms and their foundations will remain. The stiff arms will be sanded, painted, and attached to the new marina. The western portion of the cove will be dredged to provide adequate depth for Docks C, D, E, and F per the design drawings.
Docks G and H are to be relocated and reassembled for use as temporary dock moorage during construction. The temporary moorage will provide 22 slips that are large enough to accommodate the largest houseboats currently occupying the existing marina. Electric will be provided for the temporary dock. The temporary dock is not a recreation dock. Houseboat owners will move their boats to the temporary dock, where they will remain throughout construction.
Construction should be staged in a manner that permits 44 house boats to remain in the water with shore power. 22 houseboats will be moved to the temporary dock by the houseboat owners. The other 22 should be able to remain at the marina while other demolition, dredging, and construction occur.
Estimated Length of Project:
(Substantial Completion) + 270 Calendar Days (Final Completion)
The proposed project consists of one site located in Hazard, Ky. A large slide has occurred just above the home and is currently active. Drainage is seeping through the slide area and causing the slope to stay fully saturated. The homeowner has tried to keep the slide material cleaned up but it continues to come down on and around their home. In addition to the slide, there’s a steady flow of drainage coming from the middle of the slide and is pooling up around the home’s foundation. Reclamation plans will include removing slide material and hauling it to an offsite waste area, stabilizing the toe of the slope behind the home with a concrete retaining wall and subdrain to transport drainage to the roadside ditch. Other features will include ditches along Boone Ledge Drive.
The Kentucky Department of Fish and Wildlife Resources (KDFWR) issues this solicitation with the intent of
contracting with a single vendor per geographical region (three) to provide Civil Engineer Services for FILO Projects
to be utilized by the KDFWR.
The purpose of this solicitation is to select a vendor to provide services on multiple “in lieu of
fee” mitigation projects located in the listed geographical regions, but this does not guarantee work. The vendor
may be used on a case-by-case basis. The selected firm must have the ability to provide all non-construction
related services for in-lieu fee mitigation projects for the specified geographic regions depicted in attachments and
listed below:
North Region (Northern Kentucky, Lower Licking River, and Lower Kentucky River FILO Service Areas)
East Region (Big Sandy, Upper Licking River, Upper Kentucky River FILO Service Areas)
Southwest Region (Upper Cumberland, Lower Cumberland River, Salt River, Green River, and Jackson Purchase
FILO Service Areas)
This RFP applies only to the areas listed above. In-lieu fee mitigation projects outside
of the described geographic area are not covered as part of this RFP.
The project includes demolishing the existing kitchen dumbwaiter and replacing it with a new dumbwaiter. It also includes modifications to passenger elevators No. 1, No. 2, and No. 4, as well as modifications to service elevator No. 3. These modifications are to implement recommendations from an elevator assessment report.
This project is for Door Modifications at the DJJ-Adair Regional Detention Center in Columbia, Kentucky.
The scope of work includes replacing selected doors and adding new tray slots in existing doors in the dormitory units and intake.
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
Project limits include 3 acres with an expected disturbance of 0.2 acres within the project boundaries. Project limits for the offsite waste area include 1.5 acres with an expected disturbance of 1.5 acres. Within the project limits a total of 0.1 acres of trees will be disturbed. The waste area was previously disturbed and does not involve tree removal. The project boundary is primarily residential including houses, outbuildings, and driveways. Drainage structures and retaining walls will be constructed in the yards, behind the houses and structures and along the driveways. The project site is characterized by a small slide, 4 open portals, 3 collapsed portals and seepage from the portals and slide. The slide damaged an existing storage building on the property, which was subsequently replaced following clean-up of the slide by the property owner. However, there remains a significant amount of seepage from the open portals and throughout the material on the upper bench and below at the elevation of the property owner’s residence.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
This project consists of 2 slides behind house A and House B at 144 Hosscat Lane in Perry, County. The landowner has removed some of the material away from house B but is in danger of more material sliding.
Scope of Work to include the selective demolition and replacement of (4) existing expansion joints across (2) levels between two existing parking garages and concrete repairs to the surrounding structural elements (slabs, beams, columns). Concrete Work to be performed on this Project is considered critical to the structural integrity of the structure and requires a Contractor highly skilled in expansion joint replacement and post-tension tendon repair in post-tension concrete slab system. See Section 14 Other Special Conditions of Contract for Contractor Qualification requirements. Shoring of the existing concrete slab may be required on this Project if post tension tendons are to be trenched across any portion of the concrete slab.
The garages will be occupied during the repair projects and shall remain in service during the project. The Project requires the installation of a temporary entrance to the Parking Garage along West Liberty Street at Level 1, see structural plans. After repairs are made to the expansion joints, the contractor shall remove the temporary entrance and restore it to its previous condition. The transportation, unloading, storing, erection or installation, testing, and making operable of all parts of the Project shall be included under the Agreement at times appropriate thereto
The goal of this project is to repair and refurbish one (1) elevator in James L. McCullin Hall on the campus of Kentucky State University. MEP improvements to the building are required to support the elevator upgrades.
Subcontractor Outreach Event on 9/11 for the Chandler Expansion
Subcontractor Outreach Event on 9/11 for the Chandler Expansion
The UK Chandler Expansion is a 2 Million SF, 895-bed addition to the hospital campus,
expanding inpatient capacity and clinical support services. The facility will include adult and
pediatric rooms, ICUs, observation spaces, operating and procedure rooms, diagnostics,
imaging, pharmacy, lab, administration, retail, and meeting spaces. The project also delivers
major non-clinical upgrades, including a new Central Utility Plant, expanded site utilities,
electrical substation and transmission upgrades, roadway improvements, a 2,400+ space
parking garage, demolition of existing structures, and a comprehensive campus site upgrade.
Walsh Turner JV, UK and the Design Team will be available to meet one-on-one with
interested companies immediately following the presentation.<Br
Thursday, September 11th, 2025
University of Kentucky Longship Club
3 PM – 6 PM
Located at Kroger Field
1540 University Dr, Lexington, KY 40506
The goal of this project is to re-cover the existing 2-ply modified bitumen asphalt roof with new cover board and a new 2-ply modified bitumen asphalt roof system. The existing roof will have wrinkles removed prior to the new gypsum roof cover board and roofing. All new prefinished metal coping caps, gutters, downspouts, metal roof splashes, flashings, accessories, and terminations are included.
1.Buildings: 4 (Areas: A-F), 5A, & 5B
a.Remove:
i.Existing membrane roofing system, including insulation, down to existing, sloped concretedecks.
ii.All metal flashings & copings
b.Install:
i.New 2-layers of 2.2” insulation and 1/2” cover board to produce an R-25 roofing system.
ii.New crickets at drainage with 1/2” per foot slope.
iii.New 2-ply SBS roofing membrane with foil faced flashings.
iv.New 24 gage prefinished metal copings, metal counter flashings and edge metals.
v.New roof drain inserts.
The History Center Environmental Control Units (ECU) provide temperature and humidity conditions within a stable range in the Archival Storage Area of the History Center.
This project consists of the installation of two ECUs and associated roof mounted air-cooled condensers, power & control wiring, refrigerant, water and drainage piping to replace the one existing unit and provide redundancy with a second unit. Additionally, the project includes replacing sections of the existing ductwork and the replacement of existing diffusers. The system will be interfaced with the ALC WebControl system to provide temperature averaging, scheduling, monitoring, and reporting of data to CEMCS. The allowance for the controls work is to be included in the contractors bid at the pre-determined allowance listed in the bid documents.
Roof curbs for the remote air-cooled condensers have been included in a roof replacement project separate from this ECU replacement project. The contractor is responsible for coordinating the installation with the roof replacement contractor and is responsible for setting the condensers and running refrigerant piping, electrical and control wiring between the system components.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
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.
This bid package is for Phase 3 of the project involving the restoration of 10,800 linear feet of stream and the treatment of 300 acres of invasive plant species. The objective of this project is to establish a stable, natural stream pattern and dimension to restore the existing degraded habitat, altered primary physical processes, and destabilized in-stream conditions.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
This site located in Perry County near the community of Buckhorn has a 2.4 acre slide that has left the permitted area and is impacting the stream below. Additionally, major erosion has taken place within the roads and drainage ditches to the point of failure limiting access to the site.
Reclamation efforts proposed are to remove material from the upper slide area and place in a waste area. The remaining slide area will be regraded in place to promote positive drainage and direct runoff to the stream below. The access road will be graded up to the slide area and then rebuilt across the slide area. Drainage ditches along the road and other disturbed areas will be constructed to provide positive drainage. All disturbed areas to include slide and waste area will be revegetated to protect from further erosion.
Estimated Length of Project:
Various (Substantial Completion) + Various (Final Completion)
This project is a HVAC replacement at Kerr Hall at the Kentucky School for the Deaf in Danville, KY. The work is to take place during summer break 2026. The work includes replacement of most mechanical equipment and a new control system. Included in the project are electrical upgrades including switchgear and lighting as well architectural upgrades including ceilings and storefront.
The project involves converting a gravel field into a paved parking lot, with upgraded lighting, improved access, pedestrian pathways, and stormwater collection, infiltration, and detention features.
The project consists of installing new PVC roofing membrane over existing metal roof including the following:
1. Demolition:
a. Remove existing PV panels.
b. Remove obsolete curbs.
c. Remove existing gutters and downspouts
d. Remove existing roof edge metal trim.
e. Disposal of demolition waste materials.
2. New Construction:
a. Install new roofing panels to infill:
i. Openings where obsolete curbs were located.
3. Roofing Installation:
a. Install flute filler insulation between ribs of the metal roof panels.
b. Lay approved cover board over the insulation and ribs, and then mechanically fasten to deck.
c. Lay single ply membrane into place.
d. Mechanically fasten membrane.
e. Hot air weld field seams and laps.
f. Custom flash penetrations then treat with a hot air welder.
g. Install new sheet metal edge flashing, trim, gutters and downspouts, etc.
The project consists of removal of noted wet roof insulation & installation of new SBS Modified Bitumen roofing systems, as follows:
1. Selective Demolition: The following is a general outline of roof work to be performed:
a. Remove the following existing items where indicated on the Drawings:
i. Wet Roof Areas
ii. Flashing.
iii. Coping Caps
2. Installation of New Roofing Systems:
a. Adhere 1/2 primed gypsum cover board in insulation adhesive.
b. Install 2-plys of SBS-modified bituminous membrane roofing.
i. Install modified base sheet in cold adhesive.
ii. Install new cap sheet in cold adhesive.
iii. Heat weld cap sheet laps.
iv. Install foil faced flashings
v. Install coping caps
The project scope includes demolition of five existing buildings in multiple locations across the Kentucky Horse Park campus. Each location requires demolition of the existing structures and appurtenances, demolition of utility services to buildings to be demolished, demolition of pavements as indicated, and restoration to lawn areas. Demolition of the Morgan Building requires strategic removal of structures as indicated in the Documents.
Project Description: The work involves making repairs to the existing concrete flight line in front of the hangars at the Aviation Support Facility. The flight line consists of a series concrete slabs which over time have developed several defects to the concrete surface which are in need of repairs.
