Project Description: The project consists of HVAC upgrades in Buildings A, C, D, and F at the Mayo Campus and Hager Hill Campus. Buildings A, C, D, and F at the Mayo Campus. Building A new rooftop unit, boiler plant, and VAV replacement. Building C new DOAS unit and Heat pump replacements with new pumps. Building D New Boiler plant (alternative), Building F new boiler plant, pumps, and rooftop unit replacements along with VAV replacement. Hager Hill VAV box replacments.
This project is Phase I of the Wells Hall HVAC upgrades. This phase of the project will consist of: replacing
the existing steam converter with two 1500 MBH natural gas fired heating hot water boilers; providing new gas
service to the building; providing simplex water softener for makeup water; providing a new primarysecondary
pumping system; routing flue piping up through the building through a new fire rated chase;
rebalancing the water flow rate to existing heating coils; and providing new Building Management System.
Phase I HVAC upgrades including replacement of existing steam converter with two 1500 MBH natural gas-fired hot water boilers, new gas service to the building, new water softener for makeup water, primary-secondary pumping system, flue piping routed through a new fire-rated chase, rebalancing of existing heating coils, and installation of a new Building Management System.
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
A sinkhole has developed above historic mine workings, affecting the property of a local resident. The sinkhole does not provide any access to any wildlife or any airflow to the void below the surface. This project aims to remediate the sinkhole by safely filling and stabilizing the area. Once filled, the disturbed area will be re-soiled and reseeded to restore the landscape and minimize future subsidence risks.
The existing sinkhole area will be excavated to remove unstable material and assess the extent of subsurface voids. The cavity will then be stabilized and filled using polyurethane foam, followed by #2 stone backfill to ensure structural integrity. Once filled, the surface will be restored with topsoil and reseeded, including any additional areas impacted by construction activities. The residential driveway is expected to incur equipment-related damage and will be repaired using bituminous paving as needed.
This project will be renovating the existing Lake Malone State Park Campground, also referred to as LM. Work will consist of the following: The existing bathhouse and campground store will be demolished and rebuilt. New work will consist of a 2500 sq foot bathhouse with campground store, new asphalt drives, alternate camping spurs and living areas and all new utilities in select areas. A new dump station will be provided. Many of the existing features will remain in place such as portions of the existing drives, the playground and many of the trees. The project will require phasing to keep the campground open until the end of the 2026 camping season.
1.Remove existing roofing and underlayment to MTL decking (roof C) or LWCF (roofs D-H)
2.Roof C
a.Mechanically attach 2 layers of 2.2” Poly-iso Insulation
b.Mechanically attach 1 layer of ½” coverboard.
c.Apply one layer of SBS-modified bitumen fiberglass mat base ply in cold asphaltic
adhesive.
d.Install one ply of granule surfaced SBS modified bitumen cap ply in cold asphaltic
adhesive.
3.Roof D-H
a.Adhere vented base sheet
b.Apply one layer of SBS-modified bitumen fiberglass mat base ply in cold asphaltic
adhesive.
c.Install one ply of granule surfaced SBS modified bitumen cap ply in cold asphaltic
adhesive.
4.Install new metal flashing around perimeter of flat roof area.
5.Install new access ladders.
6.Install new walk pads as indicated on drawings
Construction of a new Maintenance Shop for the Buechel Armory in Louisville, Kentucky.
The structure is a pre-engineered metal building with three (3) drive through maintenance bays, and a two story administrative and parts & tools storage, Room POL and Air compressor room. Interior walls are CMU in the shop are covered with paneled plywood to 8’-0”, administrative walls are a combination of CMU and metal studs drywall. Hollow metal doors & frames, and aluminum windows. The shop bays will have overhead sectional doors with glass panels. Split systems HVAC, lighting, fire alarm system, building exhaust and vehicle exhaust in the maintenance bays.
Sitework includes: grading, filling concrete apron each side of the building, new open washroom, oil/water separator, and site utilities.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
Davis Energy LLC, Permit Number 813-0355 Bond Forfeiture Group Proposal will comprise of the following reclamation activities in order to return the permit to permanent program standards: Eight (8) slides are actively either moving and/or eroding on the permit and will need to be stabilized by utilizing and installing such items as rock core drains, rock toe buttresses, armored ditches, and regrading slide areas to ensure positive drainage. Seven (7) temporary bench ponds exist on the permit and will need to be filled, compacted in 1’ lifts, and graded in a manner to create positive drainage to the existing natural outslope. All haul road berms will be removed by grading in place and/or moved to other locations for use as fill material within bench ponds, bare and low areas, and exposed cut areas. Diversion ditches will be removed by grading material to create a smooth transition into the upper slope and then be tracked in. Silt traps and silt checks will be installed within constructed ditches and other needed locations as silt control and as flow dissipaters. Silt barriers, fence or bales, will also be utilized during reclamation activities to prevent and/or reduce off-site silt migration. Revegetation of all disturbed areas will made by uniformly spreading agricultural limestone, by performing seedbed preparations (tracking), uniformly spreading fertilizer, and then all aspects of hydro-seeding and hydro-mulching. Erosion control blanket will also be utilized as part of the revegetation plan as needed. A permanent section of haul road that is actively being utilized by the landowner for accessing property will be graded and graveled once reclamation work is completed for erosion protection and longevity of roadway.
The scope of this project includes the replacement of five (5) split system air handlers. Ductwork will be cleaned and mostly reused except for what is required for connection to the new HVAC equipment. Also included in this project is, an upgrade to the electrical infrastructure and lighting of the building. A new main distribution panel will be provided and all panelboards and motor control center will be replaced. All lighting fixtures will be replaced with LED fixtures in accordance with Illuminating Engineering Society of North America (IESNA) Handbook, IESNA Recommended Practices, etc.
RFP-26-011 Bluegrass CTC Construct Prison Education Program
RFP-26-011 Bluegrass CTC Construct Prison Education Program
Project Description:
The Kentucky Community and Technical College System, Office for Facilities Support Services, on behalf
of Bluegrass Community & Technical College (BCTC) desires to procure professional architectural led
services and associated project engineering team to accomplish the “Construct Prison Education
Program Building” at the Northpoint Training Center in Danville, Kentucky.
KCTCS/ BCTC is partnering with the Kentucky Department of Corrections (DOC) to build a national model
prison education program to reduce recidivism, accelerate workforce development and increase savings
to the society. The proposal builds upon KCTCS’s current work in 14 state prisons and several county
jails. Preliminary programs were selected based on feedback from employers that hire formerly
incarcerated individuals.
The project is contingent on funding from the Kentucky General Assembly that is expected to be
available on July 1, 2026. If funding is not made available by legislation, the project will be cancelled.
While the selection of the Design Team and Construction Manager / General Contractor will be
completed prior to the July 1 date, contract execution and the commencement of design and preconstruction work will not occur until that date. The Design Team’s work is expected to begin on July 1,
2026, and the pre-construction work of the Construction Manager / General Contractor will start before
or near the conclusion of Phase A design work – Mid-July 2026.
Responsible Vendors who have proper experience and qualifications are invited to submit
RFB-237-26 Re-Ad of RFB-176-26 EEC-AML-23117AMLBAML
RFB-237-26 Re-Ad of RFB-176-26 EEC-AML-23117AMLBAML
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
There is a significant amount of water that is draining from the mine bench causing problems (small slides, mold, drainage, etc.) the proposed plans is to control the water and get it into Frozen creek which is across the road. Access to the bench will be via the gravel driveway down the road from the residence, used to access another residence at the bench level. At this residence, there is drainage from behind the driveway from an old closed portal which is saturating the area and flowing along the driveway. Water has also caused a small slip on the hill adjacent to the drive. This material will be removed and a rock toe buttress installed to stabilize the hill above the road. Approximately 600LF of ditchline will be installed along this drive and up to the portal. Drainage controls will be installed on the bench and at the house level. A small block wall will be installed behind one home to stabilize a small slide and handle drainage.
Lincoln County Fiscal Court – Lincoln County Judicial Center Exterior Envelop Renovation
Lincoln County Fiscal Court – Lincoln County Judicial Center Exterior Envelop Renovation
1. Mold abatement, areas to be cleaned with solution.
2. Clean areas of carpet.
3. Repair and paint areas of drywall.
4. Repair / replace areas of vinyl and wood base cleaned of mold.
5. Portion of wall paneling to be repaired and refinished.
6. Portion of ceiling tiles and grid to be removed and replaced.
7. Demo exterior masonry, windows, doors and sheathing down to existing metal stud.
8. Remove and replace all exterior masonry and precast (precast can be reused at GC option).
9. Clean precast if reused and seal all exterior masonry and precast.
10. Remove and replace with new all exterior doors, windows and louvers.
11. Remove and replace portion of metal coping at roof.
Interior Renovation of Dorm and Classroom areas approximately 134,181 SF, consisting of: Demolition of existing carpet, wallpaper and ceramic tile flooring. New Work including First Floor concrete floor leveling. Painting of interior walls, installation of wall protection, carpet tile and LVP. Note this will be a multi-phased projection in conjunction with new FF&E install
The scope of this project includes the replacement of the indoor furnace and air conditioning unit, packaged terminal air conditioning units, and exhaust fan combination units. Also included in this project is an upgrade to the electrical infrastructure and lighting of the building. A new main distribution panel will be provided and all panelboards. All lighting fixtures will be replaced with LED fixtures in accordance with Illuminating Engineering Society of North America (IESNA) Handbook, IESNA Recommended Practices, etc.
Kentucky State University, Exum Center Exterior Repairs project is being undertaken to extend the usable life of the building and to maintain the weather resistance while modernizing the exterior appearance.
The façade is showing many signs of decay, as there are many visible areas of cracking in the brick, ground face CMU and architectural precast concrete shapes (sills, water table and other miscellaneous segments). The exterior insulation finish system (EIFS) has several areas showing decay and even has large sections missing at several locations around the building. In addition, the main entrance canopy has significant signs of decay including rust of the structural steel and downspouts; deteriorating EIFS; and missing canopy ceiling.
To stay within the project budget and to address the focal areas of the building, the scope of work will be limited to the renovation of the main façade, replacement of the entrance canopy, updating the front plaza and the urgent repairs around the remaining exterior of the building.
At the front façade of the building, the damaged masonry will be repaired and the entirety of the EIFS will be replaced with a modern metal wall panel assembly. The ‘big box’ of the gymnasium will be utilized for signage. The entrance canopy will be replaced in its entirety with an updated modern design along with the plaza surrounding the front of the building.
1. This project consists of primarily the following scope of work:
• Provide new heat recovery VRF system, with (4) indoor wall units and (1) branch selector
Unit.
• Provide local touch-screen control panel for control of entire VRF system.
2. The project requires routing of piping above existing lay-in ceilings, which shall be
protected and reinstalled in existing good condition.
3. The project requires close coordination with existing systems, piping and conduit routings.
Contractor shall field verify proper fit for proposed systems, to ensure proper installation
and startup of new equipment.
RFB-231-26 Re-Ad of RFB-145-26 EEC-AML-25063BFPFMP0
RFB-231-26 Re-Ad of RFB-145-26 EEC-AML-25063BFPFMP0
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
This site is located in Letcher County. Site has access issues with slides and ponds that will need to be removed. The restablishment of drainage ditches is also needed as well as the extingushing of approxiamtely .5 acres of burning refuse. Refuse will then be reshapped, capped and covered with all necessary revegetation activities
Project scope consists of complete replacement of existing irrigation systems and irrigation pump station. Existing irrigation heads and controls to be removed and existing lines abandoned in place. New irrigation supply lines, heads and associated controls system to be installed. New irrigation system to be sourced from Toro or Rain Bird. Existing irrigation pump equipment to be removed and new pump station installed and connected to new irrigation system. New pump system to be single sourced from MCI Pumping Systems/Flowtronics. Existing Pump house to remain.
The project involves re-roof work at the Little Sandy Correctional Complex in Sandy Hook, KY. The project is for the State Houses, General Housing Units, Facility Building, Minimum Security Unit, East Region Training Center, Restricted Housing Unit, and the Gym/Chapel/Academic Building. The total roof square footage of work is approximately 196,440 SF of roofing material to be removed and replaced. The existing roof systems are two-ply modified bitumen, asphalt shingle, and metal roofs. The new roofs will be a two-ply SBS modified biumen re-cover system, asphalt shingles, and a sheet metal roof. All pre-finished metal roof coping caps, flashings, accessories and terminations are to be replaced. Some buildings not receiving a new roof will also receive new gutters and downspouts.
Sealed Bids will be received electronically by Louisville and Jefferson County Metropolitan Sewer District, for the construction of Middletown Station Pump Station Elimination, Contract No. 16989, Budget ID No. H23039, Drawing Record No. / Sheet No. 1-7, until 10:00 am, Local Time, Tuesday, March 31th, 2026, and will be publicly opened and read at that time. The public may attend the bid opening via teleconference call at 502-654-8113 (Dial-in Number) Conference ID: 820 993 448#.
MSD is using a web-based portal for accepting and evaluating bid proposals digitally at http://louisvillemsd.bonfirehub.com/portal for this Invitation to Bid. Documents may be uploaded at any time during the open period indicated for each proposal.
Description and location of Project: This Contract provides for the installation of approximately 1,048 linear feet of 8-inch sewer; 7 sanitary manholes; pavement restoration; erosion prevention and sediment control; decommissioning of one pump station (Middletown Station); and appurtenant work. This project is generally located at the southwest corner of Townepark Circle in the Eastgate Business Center extending towards Wooded Falls Road. All work shall be done in accordance to MSD’s Standard Specifications.
There will be a non-mandatory pre-bid meeting held for this project. The non-mandatory pre-bid meeting will be held over Microsoft Teams at 11:30 A.M. Local Time, Monday March 16, 2026. There will be a non-mandatory site visit held for this project. The non-mandatory site visit will be held at 12610 Townepark Circle at 12:30 PM, Local Time, Monday, March 16, 2026. All persons attending the site visit shall provide their own personal protective equipment (PPE).
Persons wishing to view the bid documents may do so online at http://louisvillemsd.bonfirehub.com/portal or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is Katie Burton. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s designated web portal at http://louisvillemsd.bonfirehub.com/portal. Questions received less than ten days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda posted on MSD’s designated web portal will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, David W. Johnson, P.E.
MSD SUPPLIER DIVERSITY MINORITY AND WOMAN BUSINESS ENTERPRISE PROGRAM POLICY AND PROCEDURES MANUAL (MBE/WBE PROGRAM) – FOR CONSTRUCTION CONTRACTS $200,000 AND GREATER for Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) subcontracting participation. Effective June 1, 2020, MSD has adopted and implemented the revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual, modifying the MBE and WBE participation goals on construction services and construction-related services, in accordance with the MSD Disparity Study (Study). The Study provided the factual predicate for MSD to establish new MBE and WBE goals in MSD contracting. The MSD MBE\WBE Program modified subcontracting goals are listed below:
If selected as applicable below, the Contractor must subcontract at least 18.0% of the total amount of the Contract Bid price to certified African American minority-owned businesses, at least 2.0% of the total amount of the Contract Bid price to a certified Asian-Indian American minority-owned businesses, and at least 15.0% total amount of the Contract Bid price to certified Caucasian Female businesses. If the Contractor is unable to meet the goals, they must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) – (see MSD MBE/WBE Program – Construction Subcontracting Goal Documents and Forms at http://louisvillemsd.org/SupplierDiversity/forms.
The MSE/WBE Program is effective June 1, 2020. If selected as applicable above, the goals are as follows:
18.0% MBE – African American participation 2.0% MBE – Asian-Indian American participation 15.0% WBE – Caucasian Female participation
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
MSD BID DISCOUNT: Not Applicable
This MSD construction project is bid and advertised as: check applicable below
Construction Services: x
Construction-related Services:
LOCAL LABOR COMMITMENT PREFERENCE: No
COMMUNITY BENEFITS PROGRAM: No
The contract will be awarded on the basis of the lowest, responsive, responsible bid, subject to the approval of the MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
David Johnson, P.E.
Chief Engineer
Rene’ Lindsay, CPPO
One Water Chief Procurement Officer
RFB-229-26 Re-Ad of RFB-136-26 EEC-AML-24082AMLBAML
RFB-229-26 Re-Ad of RFB-136-26 EEC-AML-24082AMLBAML
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The scope of work involves repairing a driveway slide at the Keen residence. The slide area will be excavated, and the material will be transported to a designated waste area site. To stabilize the driveway, a concrete wall on pilings, 50 feet long and 10 feet tall, will be installed as the primary support structure. To construct the concrete wall, a steel rail wall 100 feet long will be placed below, if needed. Additionally, a 9-foot-high, 54-foot-long gabion wall will be constructed along the upper hillside to provide further support. A 100-foot-long Class 2 flat-bottom ditch will be built to control water runoff from the hillside. To manage water flow across the driveway, an 18-inch HDPE pipe, 24 feet long, will be installed beneath the roadway. A silt trap will be installed at the project’s lower end near Wendover Rd. and will be maintained throughout the duration of the project. The roadway ditch will also need cleaning and any possible areas on ditch side of project if needed. The slide area beneath the driveway will be excavated and the material transported to the waste area. The total project area spans 2.92 acres, with a maximum disturbed area of 1.02 acres. Of this, 0.60 acres consists of trees greater than 3 inches in diameter at breast height that will be affected. All disturbed areas will be quickly revegetated at the conclusion of construction, appropriate residential or wildlife seed.
Project entails the removal and replacement of furnaces, condensing units, and mini-splits serving the Genesis Building on the campus of Western State Hospital. The building contains sleeping quarters and all work shall be performed in a phased manner to minimize disruptions. Electrical modifications shall occur to accommodate the new HVAC equipment. Minor modifications to ductwork and piping to accommodate the new HVAC units shall occur. Concrete pads shall be provided for all equipment.
