The project involves re-roof work at the DJJ – Fayette Regional Juvenile Detention Center in Lexington, KY. The existing approximately 33,511 square foot roof will be removed to the roof deck. A new two-ply SBS modified bitumen roof system will be cold adhered over new rigid board insulation and cover board. All prefinished metal coping caps, collector heads, downspouts, metal roof splashes, flashings, accessories, and terminations are included.
BP-1 scope is to provide three new Hybrid Style barns (Barn A, B, and I, with J as an Alternate.
Each barn is to have a conventional steel frame, with Pre-Engineered Metal Building components for the reminder of the structure, purlins, metal wall panels, metal roof panels and any miscellaneous framing required to support the roof or wall panels is to be by the Pre-Engineered Metal Building provider. These include but are not limited to: Roof purlins, base or top angles, wall girts and struts. There will be several rooms constructed at each end of each barn and will be constructed of CMU or concrete with a concrete cap over a portion of the spaces. The CMU and concrete are to be painted with an industrial urethane enamel paint. An existing transformer will serve Barns A and B and is to remain in place. Another existing transformer is to be relocated to serve the new barns I and Alternate J. New lighting, HVAC, and plumbing is to be provided for each barn as per the contract documents. The BP-1 General Contractor is responsible for coordinating with the BP-2 General Contractor for scheduling and installation of the new custom modular stalls and mats, as part of the BP-2 scope. The modular stalls and interlocking stall mats will be part of BP-2. The schedules for both BP-1 and BP-2 are the same, as it is intended the BP-1 General Contractor will provide access for the installation of the custom modular stalls and mats during the construction period, so that both bid packs can achieve Substantial Completion at the same time.
This project consists of adding a new overhead electric coiling door to an existing wall, which results in adding a new steel lintel. To install the new lintel, temporary pinning beams and shoring posts will need to be installed prior to removing the existing masonry. The site slab paving had to be redone so that large trucks could drive up to this new overhead door. Cleaning the work area of all dirt and debris caused by the construction of this work is included in this contract. This work is to be performed through contract between the Contractor and Owner. 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.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The presence of two, draining, mine portals have created a slide that has impacted the Ison Residence that sits directly below the openings. With the lubricating drainage, material has slid down the hill and the residence is now at risk for damaging property. The problems addressed will be a Dangerous Slide (DS) and 2 Portals (P).
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.
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.
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.
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.
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).
Provide raceways for KU installed underground primary electric to replace a portion of the existing overhead primary electric. Rework secondary electrical services to indicated buildings to receive power from the underground primary electric system. Install KU furnished pull boxes and single-phase transformer bases. Provide concrete pads for three phase transformers. Provide raceways for KU provided site lighting fixtures. Provide pad mounted recloser near existing generator and connect to the existing SCADA control system.
Kentucky Department of Fish and Wildlife Resources has teamed with RossTarrant Architects to engage in facility upgrades to their headquarters located in Frankfort, Kentucky. This project involves the construction of two new pre-engineered metal buildings, the CSI Building and Lakes & Streams Building. The demolition scope includes the removal of one existing metal clad pole barn and site demolition. Site grading will be conducted to prepare the building sites for the new construction. The new construction scope includes two pre-engineered metal buildings, each incorporating a wood-framed office area and mezzanine space. Each building includes hollow metal doors/frames, aluminum storefront windows, and garage doors. Interior finishes shall be sealed concrete floors, resilient wall base, paint, acoustical ceiling/grid, and casework. All interior partitions will be wood-framed with gypsum board sheathing. New sitework involves grading, concrete paving, and installation of gravel surfaces. Mechanical, plumbing, and electrical systems are provided to support the functionality and efficiency of the new buildings. Additionally, new sanitary connections will be provided to the two new buildings and some existing buildings.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The project will grout remaining voids in an AML eligible underground coal mine in the #11 Coal Seam known locally as the Grapevine Mine. The Dorothy Moore residence and surrounding residences have been damaged by mining subsidence. A sinkhole depression has been verified by comparing current Lidar topography to 2021 Lidar topography.
Neighboring properties also show surface expression of the mine subsidence.
The existing RCC KCI Farm Cattle Barn is being replaced with a 40’ X 60’ new barn consisting of wood framed superstructure embedded into a concrete foundation. The roof is framed with shop fabricated wood trusses and the roof and walls are sheathed with metal panels. New 4×6 fence post and 2×6 fencing frame the cattle pens that are gated off with new cattle gates to accommodate the flow of the cattle for the operations taking place with the cattle inside the barn area. New roadway improvements to and around the New Barn are included in the base bid.
Estimated Length of Project:
(Substantial Completion) + 270 Calendar Days (Final Completion)
This project consists of a slide behind the house at 69 Little Mountain Drive in Littcarr, Ky in Knott County. The house has a large slide behind it and the front yard is breaking and in danger of sliding behind the neighbor’s house below.
The primary slide abatement planned consists of reinforced concrete walls behind the residence and pile & lagging walls in front of the house and above the access driveway. Filter fabric and class II stone will be placed behind the reinforced concrete walls and the pile & lagging wall along the driveway. The pile & lagging wall in front of the residence will be backfilled with dirt.
The project scope includes limited site clearing, selective demolition of existing concrete pavement, earthwork, installation of new segmental retaining wall systems, new compacted gravel paving, new heavy duty concrete paving, protective bollards and site hydroseeding for restoration.
1. Remove existing asphalt shingles and underlayment down to existing wood decking at main roof & mansard; existing single ply TPO roof to remain.
2. Remove existing gutters and downspouts.
3. Remove existing TPO drip edge.
4. Install new ice and water shield over 100% of the 3:12 roof area.
5. Install new dimensional, asphalt shingles throughout work area.
6. Install new prefinished metal gutters, downspouts, trim, & drip edge (TPO) where indicated on Drawings.
This project involves site preparation and restoration, shelter replacement, and equipment relocation at selected locations across the Commonwealth. At most sites, existing fiberglass shelters will be replaced with new concrete pre-cast Fibrebond shelters and all equipment moved from the old to the new shelter. Refer to the construction drawings for site-specific upgrades and modifications including site expansion, new generators, new propane tanks, and relocation of existing site components.
The BP-2 base bid scope is to provide and install custom modular stalls and interlocking rubber mats for Barn A (100 stalls and mats). There will be three alternates part of BP-2. Alternate 1 will be to provide and install custom modular stalls and interlocking rubber mats for Barn B (100 stalls and mats). Alternate 2 will be to provide and install custom modular stalls and interlocking rubber mats for Barn I (84 stalls and mats). Alternate 3 will be to provide and install custom modular stalls and interlocking rubber mats for Barn J (100 stalls and mats). The BP-2 General Contractor is responsible for coordinating with the BP-1 General Contractor for scheduling and installation of the new custom modular stalls and mats. The schedules for both BP-1 and BP-2 are the same, as it is intended the BP-1 General Contractor will provide access for the installation of the custom modular stalls and mats during the construction period, so that both bid packs can achieve Substantial Completion at the same time.
This project will replace existing HVAC equipment within Kentucky State Police Post 3. Work includes phased demolition and replacement of equipment, ductwork modifications, ductwork cleaning, installation of dedicated outside air equipment, power for HVAC equipment removal and installation, installation of new attic access, and concrete patio. Trades involved shall include but are not limited to: demolition, concrete, ceilings, mechanical, ductwork, and electrical.
The project consists of work on 2 separate buildings. The scope of work at the Main Kitchen building consists of the existing shingle roof removal down to the deck and the installation of a new standing seam metal panel roof system. New gutters & downspouts are required as noted.
The scope of work at the Connector Building consists of the complete removal of the existing ballasted EPDM membrane roof, down to the metal roof deck, and the installation of a new insulated 2-ply mod-bit (cold application over hot application) roof system on 4 separate roof areas. New pre-finished metal coping caps are specified for 2 of the areas. New gutters & downspouts are specified for one of the roof areas, the others drain via scupper drains. EIFS repairs to be performed as noted.
25-0722 – Emergency Construction Services – Large and Small Diameter Sewer
25-0722 – Emergency Construction Services – Large and Small Diameter Sewer
REQUEST FOR QUALIFICATIONS (RFQ)
Statement of Qualifications (SOQs) will be received by the Louisville and Jefferson County Metropolitan Sewer District until 10:00 AM, local time, July 22, 2025. MSD is using a web-based portal for accepting and evaluating SOQs: http://louisvillemsd.bonfirehub.com/portal. Documents may be uploaded at any time during the open period indicated for the RFQ.
A non-mandatory Pre-submittal meeting will be held at 10:00 a.m. on June 24, 2025 via TEAMS. The link to join the meeting is:
FW-009-25 – RE-BID – FW-007-25 – Camp Earl Wallace Dining Hall Construction
FW-009-25 – RE-BID – FW-007-25 – Camp Earl Wallace Dining Hall Construction
Estimate:
$6,726,380.00
Estimated Length of Project:
May 5, 2026 (Substantial Completion) + June 6, 2026 (Final Completion)
The Kentucky Department of Fish and Wildlife Resources invites bids for the demolition and reconstruction of the Dining Hall at Camp Earl Wallace in Monticello, Kentucky. This project involves demolishing the existing Dining Hall and adjacent Bunk House (which will also be demolished but not replaced), making way for a new, modern Dining Hall. The new facility will include a spacious cafeteria and kitchen to serve large groups, staff areas for camp operations, and an outdoor pavilion for dining and recreation. The basement will feature bunk rooms for camp employees, providing accommodation for staff during the camp season. Site work will also include grading, utility installation, parking, and landscaping, ensuring the new structure integrates seamlessly with its natural surroundings.
This project emphasizes sustainability and energy-efficient design, and the contractor must adhere to all local, state, and federal building codes and regulations.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The project will grout remaining voids in an AML eligible underground coalmine in the #14 Coal Seam that has been verified by an insurance company’s geotechnical investigation associated with a subsidence claim. The residence was damaged by mining subsidence. A sinkhole depression exists in the front yard. Neighboring properties also show surface expression of the mine subsidence. At the time of document submission for bidding, one landowner has not provided consent of entry. The work required to complete work at this residence has been included in project totals, but the work will not be completed until the consent of entry form is completed.
