The Work includes extensive interior and exterior renovations to the East Bound Rest Area facility on I-64 Mile Marker 173.5 in Carter County, Kentucky. All plumbing fixtures and piping (including below slab waste) will be replaced. HVAC system including duct work will be replaced. Electrical and Data Voice wiring and devices will be replaced. Various exterior site improvements will be included. Floor and wall base will receive new M.M.A. coating system at Restroom Building. Restroom walls will receive new ceramic tile. Restroom building will receive new FRP doors and frames. See drawings and specifications for additional information.
The Work includes replacing the existing roof systems on the Kentucky Artisan Center in Berea, Kentucky. Roof systems to be replaced include SBS Modified Bitumen membrane system, slate shingles replaced with asphalt shingles with a slate shingle appearance, and standing seam copper roofing replaced with concealed clip, pre-finished standing seam metal roofing. Cut limestone capstones will be cleaned throughout the entire facility. Small amount of aluminum storefront system will be replaced at roof gables.
City of Bradfordsville – l&I Rehabilitation – Phase 2
City of Bradfordsville – l&I Rehabilitation – Phase 2
This contract will include approximately 700 LF of new 8″ and 1225 LF of new 1 O”
Gravity Sewers, 11 ea. new 4′ diameter Manholes, 1200 LF 8″ CIPP Sewer
Rehabilitation, 10 ea. Manholes to be Rehabilitated, 25 ea. Sewer Service Lateral
Reinstatements, 11 ea. Point Repairs, 7 ea. Demo Existing Manholes, 1900 LF
Drain/Cap/Abandon Existing Sewers, 230 LF Heavy Duty Pavement Repairs, 700
LF Existing Sidewalk Replacement, 20 LF Residential Sidewalk Repairs, 130 LF
Driveway Pavement Repairs, Bypass Pumping as needed, Traffic Control as
needed, Erosion Control, Landscaping/Seeding/Mulching, Temporary Fence
Removal and Replacement, Clean-Up and Restoration, and all appurtenances,
materials and labor for complete and fully operational new and rehabilitated sewers
and manholes.
City of Providence – KY-120 Water Interconnect/Distribution Improvements
City of Providence – KY-120 Water Interconnect/Distribution Improvements
The project encompasses 350 Linear Feet (L.F.) of new 6-inch water line including one 6-inch meter vault
and 70 L.F 12-inch Steel Encasement by Bore and Jack. The new water line will serve as an
interconnection between Webster County and City of Providence.
Project is for the Stair replacement of the Restrictive Housing Unit Located at the Northpoint Training Facility in Danville, Kentucky
Project Program:
Replacement of three( 3) stairs. Two of the stairs are exterior fire escape stairs at the end of each dormitory wing. One stair is an exterior stair to the mechanical room.
A pre-construction phase will be included prior to actual construction for submittals, material ordering and delivery. All materials must be on-site or available at the start of construction. Contractor shall provide temporary stair out of each dormitory between the demolition of the existing stair and the installation of the new stair.
All personnel on the project site must pass background checks before being allowed to work within the facility. Contractors and subcontractors must adhere to the Department of Corrections rules for construction which are indicated in the specifications.
The Hickman County Senior Center project involves a renovation to the existing facility focused
on improving accessibility, replacing outdated interior finishes, upgrading HVAC, plumbing, and
electrical systems, providing roof repairs and ventilation improvements, constructing a new 2-
hour fire-rated wall, and enhancing building egress to better serve occupants and comply with
current building code requirements.
Louisville Water Company is requesting Bids providing all labor, rigging, tools,
equipment, and materials to perform the specified roofing work at the Crescent Hill Water
Treatment Plant. All of the above shall be made ready for use in accordance and compliance with
the Contract Documents, Plans, and LWC Standard Specifications and Drawings.
A pre-bid meeting to discuss the Project will be held on Wednesday, July 29, 2026 at 2:00 p.m.
EST/EDT. at Crescent Hill Water Treatment Plant, 3004 Frankfort Avenue, Louisville KY 40206.
Attendance at this meeting is strongly recommended.
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 $100,001 – $250,000. 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 not required.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the prequalification
category or categories that apply to this Bid. This Bid requires prequalification in
Roofing. For information about pre-qualification, contact the Buyer listed above.
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/.
Jeffersonville Board of Public Works – Allison Lane HAWK Signal
Jeffersonville Board of Public Works – Allison Lane HAWK Signal
The Project includes the following Work:
The installation of a HAWK signal at the intersection of Allison Lane and Wooded Way. The
work shall include all items necessary to construct the HAWK signal and all other services
required to complete this project, including asphalt roadway restoration, grass restoration and
all other items shown in the plans and mentioned in these specifications for a complete project.
Jefferson County Public Schools – Atherton High School – Athletic Stadium Renovations
Jefferson County Public Schools – Atherton High School – Athletic Stadium Renovations
Renovation of the existing field, track, bleachers, press box, concessions,
and restrooms at Atherton’s primary athletic field.
The field will be prepared for a synthetic turf surface (NIC). Track
facilities will be provided in the southernmost D-Zone and in the field
west of the bleachers. Other site improvements include a new entrance
plaza, access walk, driveway turnaround, and fencing.
Existing bleachers to remain will be repaired and painted. Other
modifications will be made to accommodate additional bleacher seating
and accessibility. New slab, rails, and walks will be added at the top
(west), as will access to a new press box (NIC).
A new CMU concessions and restroom building will be constructed: splitfaced
and smooth CMU wall construction, wood trusses, plywood roof
sheathing, asphalt shingle roofing, with sheet metal fascia, soffits, and
roof drainage system. Mechanical systems will be limited to exhaust
fans; no heating or cooling.
Existing light poles will remain.
See specifications index for all elements of work included in project.
The work will be constructed under a single prime contract in
coordination with work associated with separate cooperative purchases
as indicated.
The project scope includes HVAC equipment replacements across five (5) buildings at SKCTC’s Harlan and Middlesboro campuses. At the Middlesboro campus, chillers, boilers, pumps, hydronic equipment, reheat coil hose kits, and various exhaust fans will be replaced. At the Harlan campus, water source heat pumps, boilers, a cooling tower, pumps, hydronic equipment and unit heaters will be replaced. Mechanical room piping will also be replaced at various buildings. The Science & Tech building at the Middlesboro campus will have a temporary chiller installed as part of a separate contract since the existing one has failed. The project consists of three (3) additive alternates. Alternate #1 includes replacing the AHU fans for the five (5) AHUs at the Middlesboro campus. Alternate #2 includes replacing the heating and cooling coils for the five (5) AHUs at the Middlesboro Campus.
Jefferson County Public Schools – Fairdale High School – Athletic Stadium Renovation
Jefferson County Public Schools – Fairdale High School – Athletic Stadium Renovation
This project consists of the demolition of an existing concession
buildings; salvaging an existing picnic pavilion and storing it on site as
directed by JCPS; installing a new turf playing field; installing a new
rubberized surface on the asphalt track; and the construction of a new
concession and restroom building. The concession building is 1,303 sf,
Occupancy Classification Business Group B, Construction
Classification VB. The construction is poured concrete footings,
concrete block walls, and asphalt shingle roofs on roof sheathing on
wood trusses.
The project consists of a full renovation of the existing Rest Area & Vending Structures along with approximately 2 miles of off-site utilities. The primary architectural intervention in the existing design is the addition of two new accessible restrooms and an entry vestibule for the existing restrooms at the ends of the existing entry concourse. The existing concrete slabs are being removed as part of the structural stabilization which includes new grade beams, helical piles, and new floor slabs. All areas will receive a new epoxy terrazzo floor, and the entry shall include wall bases. The curved, structural CMU wall surrounding the restrooms will remain and receive new plaster finish and paint. The tile mural of the state of Kentucky will be left in place and protected during construction. Soffits and ceilings will be rebuilt to match the existing design. All existing single glazed windows will be removed and replaced with insulated storefront units that match the mullion layout of the original design and will include the lateral reinforcing at the mullions over the concrete wall panels that were part of the original design. Glazing at the new, accessible restrooms and vestibules will have a translucent film of the third surface of the glazing units for privacy. The design will be altered to add two roll-up doors connecting the maintenance area in back to each of the restrooms. In the restrooms, the existing masonry partitions will be removed and replaced with new ceiling-braced, stainless steel toilet partitions. New ADA toilet walls shall be porcelain glazed CMU (both double and single faced units). A 2” veneer of the same glazed faced units will be used in the restroom interiors. The existing opening through the 8” CMU wall will have new steel frame to accommodate the new wall thickness and support the new opening for the roll-up doors. Damaged concrete wall panels will be repaired to match the existing finishes. The existing roof will be replaced and the drum on top will be capped. The existing Vending Shed will have its trusses removed to bearing level. A wood framed storage addition with masonry veneer will be constructed at the rear of the shed, replacing the free-standing prefab shed on site. The new storage room behind the vending shed will be insulated and electric heat to prevent freezing of stored items. The entire vending shed will receive new hipped trusses with a prefinished standing seam metal roof, fascia trim, soffit panels, and ceiling panels.
Plumbing work consists of the following: Demolition of existing sanitary piping back to the main line outside of the building. All new PVC sanitary piping will be provided and connected back to this point. Removal of all existing domestic water piping with new copper piping and insulation. Removal of existing plumbing fixtures and replaced with new “low flow” fixtures. Removal the existing well tank and connected accessories. A new pressure tank / pump
system will be provided. Removal of the existing water heater and replaced with new water heater. The HVAC system will need to be replaced in order to meet the required recommendations of the existing structure, roof, and floor slabs. A new 5-ton heat pump will be located in same location as existing in Mechanical Room. If approved, the heat pump will be specified as a water source heat pump with piping to two geothermal wells. New ductwork will serve all areas to provide heating and cooling. New exhaust fans in restrooms will have new duct routed to an exterior wall to avoid roof penetration. Test and balance costs for new exhaust fan and HVAC unit have been included. Electrical work includes the following: A new Main Distribution Electrical Panel and new sub panels as required. All new electrical circuits to receptacles, equipment, HVAC lighting and vending machine area as required. New LED lighting system throughout. New lighting controls – Digital time clock, occupancy sensors and keyed light switches as required to best end user control. New LED exit signs, new LED dual head emergency lighting and new LED exterior egress lighting to create a path of egress from the interior spaces to the outside of the building. New lighting and lighting controls systems will be compliant with the currently adopted International Energy Conversation Code (IECC).
Site & off-site utility work includes the following: All existing asphalt will be replaced with heavy duty asphalt beginning at the outer edges of the highway shoulder and extending throughout the parking areas. In some areas a full profile replacement may be required and in other areas a mill and overlay may meet KYTC highway specifications. The asphalt elevation on the south side of the car parking lot will be raised to facilitate a normative curb height of 6 inches. Currently the curb height is closer to 10 inches which is a trip hazard for pedestrians. New concrete curb and gutter on the south side of the parking lot will be replaced along with existing pedestrian walkways. All concrete walkways and stairs will be replaced. A new pedestrian connection will join the circular and vending machine buildings. Old handrails will be replaced to meet current building code standards. Signs that interfere with demolition and construction will be removed and replaced according to the Owner’s preference for placement. One pair of bollards that protect the flagpole will be removed and replaced with new concrete-filled bollards. The current dumpster site (asphalt and wood fence) is dilapidated and will be demolished. A more attractive and secure dumpster area will be relocated east of the buildings consisting of a new 8-inch heavy duty concrete dumpster pad, 8-foot height CMU screen wall, two chain link gates at the opening and two concrete-filled bollards to protect the wall. The current storage shed next to the vending machine building will be demolished and replaced with an addition built onto the back of the building. To improve pedestrian circulation, a new concrete walk will connect the vending machine and circular buildings. The aging water and sanitary sewer line that extend to nearby Winchester will be replaced in their entirety. Both lines are approximately two miles long. The sanitary sewer lift station will be replaced as well. Utilities within the site—both sanitary sewer and water—will be replaced.
Louisville Water Company is requesting Bids for the referenced project that consists of the supply and install of a total of 5,090 LF of water main, including supply and install of 140+/- linear feet of 12-inch Pressure Class 350 ductile iron water main, 710+/- linear feet of eight (8)-inch restrained joint Pressure Class 350 ductile iron water main, 715+/- linear feet of eight (8)-inch Pressure Class 350 ductile iron water main, 2,520+/- linear feet of eight (8)-inch DR-18 C900 PVC, 550+/- linear feet of six (6)-inch Pressure Class 350 ductile iron water main, and 455+/- linear feet of six (6)-inch DR-18 C900 PVC. The supply, bore, and installation of 345+/- linear feet of 16-inch steel casing pipe and appurtenances. Also included with the project is the supply and installation of seven (7) fire hydrants, and the supply and transfer, renewal, relocation, or discontinue of 34 customer services.
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 $1,000,001 – $3,000,000. 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 have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in all the following categories: 4” – 16” Ductile Iron Water Mains, 4” – 16” PVC Water Mains, 1” and Smaller Services and 1.5” and Larger Water and Fire Services. Contractors/Subcontractors performing specialty items of work such as 12” – 36” Boring must be prequalified in the 12” – 36” Boring Category. For information about pre-qualification, contact the Buyer listed above. For information about pre-qualification, contact the Buyer listed above.
Railroad Insurance is required for this Bid. Please reference the Supplementary Specifications.
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/
City of Booneville – Waterline Replacement Phase 3
City of Booneville – Waterline Replacement Phase 3
Work is to include installation of approximately 19,300 LF of 6-inch waterline, 14,600 LF of 4-inch
waterline, 3,600 LF of 3-inch waterline and other appurtenances as required to complete the
project as detailed in the Plans.
Jefferson County Public Schools – Eastern High School Athletic Stadium Renovation
Jefferson County Public Schools – Eastern High School Athletic Stadium Renovation
The scope of project includes: the installation of a turf
field and subsurface (turf by Owner), track and d-zone
resurfacing (top surface by Owner), reusing goal posts,
new scoreboard by Owner, installation of electrical
conduit, and new concrete pad to support bleachers and
press-box. The items above correlate to restructuring of
drainage on and around the field and some changes to
pedestrian paving and perimeter fencing.
The project consists of the repair and replacement of various deteriorated concrete elements including concrete retaining walls, slabs-on-grade, and elevated slabs. The top of a portion of the existing concrete retaining wall is to be removed to allow new slab-on-grade to extend over the wall, allowing for expanded views from the bar area. Sidewalks / ramps are to be modified on the north side of the building to address varying finish floor elevations.
The project also includes removal and replacement of three sets of stairs. Two sets of existing wooden stairs at the far north and south ends of the building will be removed and replaced with new steel stringers with precast concrete treads. An existing timber-framed stair on the west side of the building will be removed and replaced with a similar timber-framed stair.
