The project involves the construction of a cast-in-place concrete foundation mat which will support a STS Training Tower structure located at the Kentucky Air National Guard facility in Louisville, Kentucky.
The foundation mat is designed to support future loads including structural steel framing, storage containers, and a helicopter shell. It is understood that the structural elements for the Training Tower system as designed by KPFF Structural Engineers of Louisville, Kentucky have been fabricated and will be erected in a future project.
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.
The Bell County Forestry Camp Water Tower Rehabilitation – 150,000 Gallon Water Storage Tank shall be blast cleaned in accordance with SSPC SP 10 on the tank interior and exterior. Various repairs shall be made to the tank, then repainted per the required scope of work as specified.
The Contractor shall provide all of the materials and perform all the work described in the Specifications and/or shown on the Drawings. The Exterior Lighting systems will be controlled in accordance with the IECC with a rugged automatic control system. The system will use exterior building and pole mounted lighting, which will be provided with full cutoff LED area lights with automatic photocell controls for dusk to dawn operation. All systems shall be installed per Kentucky Building Code with Current Revisions, Americans with Disabilities Act, International Building Code, and National Electrical Code. A 48 hour notification is required for any outage of the Electrical or Mechanical Systems.
The Contractor shall provide all of the materials and perform all the work described in the Specifications and/or shown on the Drawings. The Exterior Lighting systems will be controlled in accordance with the IECC with a rugged automatic control system. The system will use exterior building and pole mounted lighting, which will be provided with full cutoff LED area lights with automatic photocell controls for dusk to dawn operation. All systems shall be installed per Kentucky Building Code with Current Revisions, Americans with Disabilities Act, International Building Code, and National Electrical Code. A 48 hour notification is required for any outage of the Electrical or Mechanical Systems.
Sealed Bids will be received electronically by Louisville and Jefferson County Metropolitan Sewer District, for the construction of DRGWQTC Process Water Pump Strainer System, Contract No. 17303, Budget ID No. D25056, Drawing Record No. / Sheet No. 17303, Drawing Record No. / Sheet No., until 10:00 am, Local Time, September 16,2025, 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: 649 384 245#.
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: The project is located at the Derek R Guthrie WQTC, 11620 Lower River Road, Louisville, KY 40272, Process Water Building and includes the installation of two process water strainers, a transducer, and flowmeter. 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 pre-bid meeting will take place at the Derek R Guthrie WQTC Operations Administration Building, 11620 Lower River Road, Louisville, KY 40272 on August 20, 2025 at 2:00 p.m. local time, with site walk to follow. Bidders are responsible to bring their own PPE.
The Engineer’s Construction Cost Estimate for this project is between $400,000.00 and $650,000.00.
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 Matt Hartman. 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, 2.0% MBE – Asian-Indian American and
15.0% WBE – Caucasian Female participation respectively required for this project.
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:
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
The project involves recover roof work at the DMA – National Guard Armory in Campbellsville, KY. The existing roof is approximately 15,600 square foot roof. The 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 mid roof requires a complete removal of the existing roof down to the roof deck. A new Two-ply SBS Modified Asphalt roof system will be cold-adhered over new rigid board insulation and cover board. All prefinished metal gutters, downspouts, metal roof splashes, flashings, accessories, and terminations are included.
This project is to replace the existing water management system with a new water management system at the DJJ-Warren Regional Detention Center in Bowling Green, Kentucky.
The scope of work includes replacing all flow control valves for the lavatories and showers and the flush valves on the water closets. A new stand-alone head end computer will be provided.
MSD Water Quality Monitoring Site Safety Upgrades Round 2
MSD Water Quality Monitoring Site Safety Upgrades Round 2
INVITATION TO BID
Sealed Bids will be received electronically by Louisville and Jefferson County Metropolitan Sewer District, for the construction of MSD Water Quality Monitoring Site Safety Upgrades Round 2, Contract No. 26-0902, Budget ID No. A26054, Drawing Record No. / Sheet No., until 2:00 p.m., Local Time, September 2, 2025, 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: 985 539 582#.
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: Installation of guardrails, stairways, platforms, and associated safety elements at three (3) different MSD stream monitoring sites. Improvements are designed to meet OSHA requirements for safe working spaces. Drawings are provided for improvements at each location, and applicable OSHA standards are listed. All work shall be done in accordance to MSD’s Standard Specifications .
There will be no pre-bid meeting held for this project.
The Engineer’s Construction Cost Estimate for this project is between $87,570.00 and $107,030.00.
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 Trent Winlock. 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 five 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, 2.0% MBE – Asian-Indian American and
15.0% WBE – Caucasian Female participation respectively required for this project.
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
MSD BID DISCOUNT: 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
The project involves re-roof work at the DMA – National Guard Armory in Walton, KY. The existing approximately 8,400 square foot roof to be removed down to the roof deck. The new roof system to be installed will be a Two-ply SBS Modified Asphalt roof system, cold-adhered over new rigid board insulation and cover board. All prefinished metal coping caps, gutters, downspouts, metal roof splashes, flashings, accessories, and terminations are to be replaced. There is an existing metal roof on the adjacent cold storage building. This roof will be cleaned sandblasted and primed before installing a new fluid applied roofing system. New prefinished gutters and downspouts will be installed on the cold storage building. The existing standing seam roof on the gym is not within the scope of this project.
The project addresses permanent structural repairs to the main lodge and lodging building D. The main lodge structure consists of two levels of concrete slab and steel frame construction and a roof structure of glued-laminated timber post and beam frames. The glue laminated timber post and beam frames have deteriorated at the exterior column and beam connection. This project addresses this by shoring and removing all exterior glue-laminated columns and replacing with steel lateral-force resisting system on the exterior of the building, exposed to view on each of the 8-faces, removal of the roof membrane and adding structural sheathing, removal of soffits to add blocking to bridge the new roof sheathing and new exterior steel frames, rear patio and stair removal and replacement, raised balcony and stair removal and replacement, kitchen area to rear patio service area removal and replacement, exterior cooler removal and reinstallation on new loading dock slab and new HVAC cooling tower piping replacement. Ther will be some exterior electrical and sprinkler work in addition to replacement of landscape at the rear patio. Building D consists of removal of wood columns on the back side facing the pool, replacement of all handrails and guardrails and removal and replacement of site bridge and stairs
Estimated Length of Project:
(Substantial Completion) + 270 Calendar Days (Final Completion)
Project limits include approximately 20.6 acres with an expected disturbance of 13.2 acres within project boundaries. The offsite waste area will be used for multiple projects and includes 60.6 acres, with an expected disturbance of 10 acres related to this project. Within the unstable area, a total of 6.1 acres of trees will be disturbed. The remaining 7.1 acres consists of roads, driveways and residential areas. Within the stable area, no trees will be disturbed. The waste area consists of reclaimed mine lands and a minimal amount of trees will be impacted; however, consultation with US Fish and Wildlife found that the waste area was unsuitable habitat of the Indiana bat and NLEB.
RFB-45-26 PARKS – LAKE BARKLEY LODGE REPAIRS & RENOVATIONS
RFB-45-26 PARKS – LAKE BARKLEY LODGE REPAIRS & RENOVATIONS
Estimate: $19,000,000.00
Estimated Length of Project: see project for this information
Project Description: This project contains many repairs and renovations on the Lake Barkley Lodge in Cadiz, Kentucky. (see project for more information)
HVAC improvements include installation of three 90 TON Packaged Gas/Dx Rooftop units for the main warehouse area in Building 415. New ductwork with insulation will be installed for Rooftop unit. Gas and Electrical utilities will be extended to new HVAC UNITS.
The project includes the restoration and renovation of the main entry into the Funderburke Administrative Building on the campus of the Department of Criminal Justice Training in Richmond, Kentucky. The scope of the work includes demolition of existing concrete and the construction of new walls, walkways and landscape improvements.
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
This site was previously addressed under the Frank Hatcher HP AML Reclamation project and Frank Hatcher HP Repair AMLRP. Weather related erosion issues have
developed after the completion of these projects including erosion of the channel downstream of an existing 18” dia. culvert, sedimentation in the concrete block-tied mat and Class II ditch channels, erosion of the Class II and grass swale ditches upstream of the culvert and sediment deposition on the first bench above the residence. This project will remove the sediment obstructing flow in the established ditches on the first bench above the residence to existing outlets. Adjacent and downslope of the strip to rock area, the eroded grass swale ditch and impacted Class II ditch will be replaced with a 2 foot flat bottom Class II ditch. The 18” culvert will be replaced with a 24” HDPE culvert, adjusting its direction of flow onto a newly installed concrete block-tied match ditch and ultimately into the existing headwall just
downstream. An 8-inch diameter pipe draining the access road ditch beyond the replaced culvert will also be replaced and the flow path adjusted to outlet onto the newly installed concrete block-tied mat ditch.
Demolish and replace two sections of an existing concrete retaining wall are failing and beginning to lean.
Construction items will include the following:
1. Demolition and removal of existing concrete retaining wall & footings.
2. Cutting and removal of a portion of existing asphalt pavement along the base of the wall to allow for wall
demolition and construction.
3. Cutting and removal of a portion of existing concrete pavement along the base of the wall to allow for wall demolition and construction.
4. Installation of new concrete footings and retaining wall.
5. Patching existing asphalt pavement and concrete pavement that was removed.
Repair to existing concrete slab. Construction items will include the following:
1. Mud jacking and leveling of the affected area
2. Re-alignment of existing fencing and gates.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
This site will consist of installing and replacing HDPE pipe and installing a drainage system for possible mine behind Johnston residence. The drainage system will consist of 100 LF of class two ditch with a two-foot flat bottom with 3-6 inches of limestone sand in the bottom. This project will also have one section of 24-inch HDPE pipe at 100 feet total and two sections of 36-inch HDPE pipe at 100 feet total with 85 feet being removed and replaced. The project will have one 36-inch drop box. One 24-inch and two 36-inch standard headwall will be installed and connected to the HDPE pipe. The final section will have 35 feet of class three ditch with a four-foot flat bottom ditch. Any waste will be excavated and transported to the designated waste area behind the jobsite. Project limits will be a total of 1.62 Acres with a maximum total area to be disturbed of 0.74 Acres.
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
This project is for reclamation of the forfeited permit 836-9028 Landfall Mining, Inc. Uncontrolled runoff from the site is impacting downstream drainage channels, residences
and municipal structures in the area with flooding and deposition of eroded material. This project will remove the sediment from the drainage channels downstream of the forfeited permit, including the existing gabion ditch and dual 60” CMP pipes flowing to Steele Creek. Sediment Control will be established at the location of the non-functional sediment pond. Further sediment control measures upstream will include installation of Class III ditches, construction of sediment retention basins along the current flow paths and installation of ECB ditches in relatively flat areas. Grading of material will occur to facilitate installation of drainage features and support existing drainage features.
This project consists of upgrading an existing National Guard Arms Room by lining the walls of the existing concrete vault with ¼ inch steel plate and installing a new Vault Door. Contractor will have to remove existing electrical components on the walls of the vault and reinstall after steel plating is complete
The project will consist of renovating approx. 9,500 SF of existing science labs and associated storage rooms, located on the Southwest Campus of the Jefferson Community Technical College. The renovation will include bringing the 6 labs up to current standards and reconfiguring the labs to comply with ADA guidelines.
This project entails the replacement of the existing 30kW Olympian generator with a new 80kW generator set, which has been sized to meet the full electrical load requirements of the future wastewater treatment plant (WWTP). During the interim period, prior to completion of the new WWTP, the generator will temporarily provide backup power to the existing plant. The generator’s capacity has been carefully selected to support both the current facility’s needs and the anticipated demands of the upgraded WWTP, ensuring reliable operation throughout all phases of the transition.
The Project will upgrade the building automation system in Central State Hospital Units 201B, 201C, 201D, 201G, and 201H, a total of five contiguous Units located in the Main Hospital. The work of the Project involves removal of the existing pneumatic BMS system and above ceiling VAV terminal units and upgrades at the Air Handling Unit. Upgraded system components include BMS front-end, DDC controls and actuators, terminal units, DDC thermostats and all associated wiring, hardware, raceways, and programs for a fully operational building automation system. All work of the Project must be performed in accordance with the ICRA guidelines established by CHS. Work must be coordinated with CSH and performed within the work periods established by CSH.
The project is the design and installation of a post-frame building to be used as barn and vehicle storage for the farming operation at the West Kentucky Correctional Complex. The proposed building will be located south of the main complex on the site of the old barn. Work includes concrete, post-frame building, plumbing, ventilation and electrical trades. Project scope includes the asbestos remediation and demolition of the Red Dog Quonset Storage Barn and State House No. 2.
