This project includes demolition of the existing pedestrian bridge superstructure (including slabs, trusses, and guardrails) and adjoining exterior raised landing superstructure (including slabs, beams, columns, and masonry wraps) and replacing with new steel superstructure and concrete slabs. Work includes replacement of exterior guardrails, and multi-stage painting system on all exposed faces. Work also includes select masonry and deteriorated lintel replacement, electrical lighting, signage, sealants, and traffic coating. Site control and restoration is included.
West Kentucky RRA – Riverport Public-Private Partnership – Predevelopment Services – Request for Proposal
West Kentucky RRA – Riverport Public-Private Partnership – Predevelopment Services – Request for Proposal
This RFQ is download only / NO Hardcopy Sets available
The West Kentucky Regional Riverport Authority (“WKRRA” or the “Authority”) invites proposals (“Proposals”) from qualified firms or teams to provide comprehensive pre-development services (the “Scope”) related to the design, construction, financing, operations, and maintenance of a new multimodal riverport located in West Kentucky near the confluence of the Ohio and Mississippi rivers (the “Project”). The purpose of this Scope is to assist WKRRA with making informed decisions on the Project and pave the way to publishing a future RFP to deliver the Project as a public-private partnership (“P3”).
The project is to freestanding public bathroom facility at the FFA Leadership Training Camp in Hardinsburg, KY. All four bathrooms will be ADA accessible. The building will be constructed of wood framed walls w/ pre-engineered wood trusses, on concrete slab, with 8” CMU foundation walls, on reinforced concrete footing. Exterior items include: concrete sidewalks, vinyl hopper windows w/ obscure glass & screens, prefinished metal board & batten siding, prefinished metal soffit panels, and asphalt-shingled roof (hip). Interior items include: epoxy flooring, extruded vinyl trim, ADA grab bars, SS toilet accessories, & prefinished metal fluted, siding on walls & ceiling. All wall cavities and bottom-side of roof will be insulated with spray foam. New insulated inward swinging doors w/ privacy hardware. Prefinished metal board & batten style metal wall panels (2 colors) on metal zee furring w/ rigid poly-iso insulation. 5’-0”w concrete sidewalks will be placed around full perimeter of bathroom facility and extend to existing adjacent walk. Building will only be heated and ventilated only. Exhaust ventilation will exit through the roof. Heat will be ceiling mounted electric units. Each bathroom contains a toilet (tank-type) and ADA accessible sink. Water supply shall come from adjacent swimming pool. Sanitary sewer shall be connected to manhole at the bottom of the hill to the rear of the bathroom facility. Electric will include interior and exterior light fixtures. Electric power shall come from adjacent transformer and panel box.
Bullitt County Extension District Board – Bullitt County Extension Office Addition and Renovation
Bullitt County Extension District Board – Bullitt County Extension Office Addition and Renovation
This RFP is for Construction Manager as Constructor (CMc) services.
The project consists of a comprehensive renovation of the existing Cooperative Extension building and
construction of two new additions. Renovated areas include offices, meeting rooms, reception and lobby
spaces, circulation, restrooms, and associated building systems. New construction includes a west program
addition housing a teaching kitchen, craft studio, exhibition/gallery corridor, support spaces, and an outdoor
learning terrace, as well as a separate office addition providing expanded administrative and program
workspace.
The improvements are designed to address current operational limitations, including inadequate storage,
limited acoustic privacy, outdated building systems, and constrained space for growing program demand.
Interior and exterior upgrades establish a unified look and feel across the campus through coordinated
materials, finishes, and architectural expression.
The project consists of the renovation of an existing consumer skills Masonry classroom into a Barber School in the Vocational Building. Barber school will consist of a teaching classroom and an open area with 10 hair cutting stations. Owner is furnishing barber school furniture and all associated hair cutting equipment. New ceilings and flooring will be provided. Floor and wall cutting will be required. Exposed ceilings will be replaced with lay-in ceiling grid. Minor modifications to doors and hardware will occur. New lighting, receptacles, and panel will be required. Heat Pumps, an exhaust fan, and associated ductwork will be provided to serve the project space. Plumbing fixtures will be removed and replaced. Additional fixtures will be provided. All work will be performed inside the facility perimeter Security fence.
RFB-191-26 EDU – KSB Scoggan Hall Curtainwall Replacement
RFB-191-26 EDU – KSB Scoggan Hall Curtainwall Replacement
Estimate:
$1,355,190.00
Estimated Length of Project:
August 1, 2026 (Substantial Completion) + September 1, 2026 (Final Completion)
Removal of existing single-glazed curtainwall complete.
Preparation of bearing condition at formerly cantilevered curtainwalls, to consist of steel ledger and sheet metal panel enclosure.
Installation of new 6” thermally-broken aluminum curtainwall with spandrel glass and insulation at ‘blind’ panels at all curtainwall openings, modified and as-existing.
Miscellaneous sheet metal flashing as required to make weather-resistant installation.
Mountain Comprehensive Health Corporation – Autsim Center Early Site Work
Mountain Comprehensive Health Corporation – Autsim Center Early Site Work
The project site is located at 5698 KY Highway 15, Whitesburg, KY 41858. The bid is to furnish all
necessary labor, materials, tools, machinery, warranties, and all other items required to meet the new work
per plans and specifications. Work to include, but not limited to: General Trades, Earthwork, Deep
Dynamic Compaction, Storm Drainage, and Permanent Erosion Controls.
1) The project consists of roof replacement of one (1) building at OCTC.
i) Downtown Campus Building (Owensboro, KY)
2) Roof Replacements:
a) Tear off existing roof membrane, sheet metal, metal counter flashings, and roof components as indicated.
b) Attach nailed base sheet
c) Install 2-layers of 2.2” isocyanate insulation.
a. 1st layer adhered with insulation adhesive.
b. 2nd layer staggered and adhered with insulation adhesive.
d) Install 1-layer of ½” coverboard in insulation adhesive, stagger laps
e) Install 2-ply SBS-modified bituminous membrane roofing (base & cap cold applied)
f) Install new foil faced flashings at walls and curbs
g) Install 24-gauge pre-finished sheet metal: coping caps, drip edge, expansion joints, counterflashing, gutters & downspouts
h) Also included is a new roof hatch & interior protection
The project consists of furnishing all labor, materials, equipment, and incidentals required to remove (3) existing flap gates and install (3) new self-contained, non-rising stem sluice gates within existing sanitary sewer manholes located along the West Paintsville Floodwall, as shown on the Contract Drawings.
City of Somerset – North Richardson and Eckstein Pump Station Rehabilitations
City of Somerset – North Richardson and Eckstein Pump Station Rehabilitations
The primary scope of work includes the installation of approximately 662 LF of 4-inch PVC
force main, 72 LF of 8-inch PVC gravity sewer, two (2) sanitary sewer manholes, two (2) duplex
pump stations and valve vaults, and related appurtenances.
CC-396L-26 Hester Hall Aquatherm Piping Replacement
CC-396L-26 Hester Hall Aquatherm Piping Replacement
The project consists of the demolition and replacement of all Aquatherm water mains, branches and valves. This
is located on floors one (1) through eight (8), and the penthouse. This excludes all the water loops located on
floor eight (8), which will be listed as an alternate. The project also consists of the installation of new shower
fixtures in all showers.
RFP JOC 26-04 Concrete and Paving Job Order Contracting Contractor
RFP JOC 26-04 Concrete and Paving Job Order Contracting Contractor
The Kentucky Community and Technical College System (KCTCS), Office for Facilities Support Services through the Office of Capital Project Services (CPS), is soliciting sealed proposals from qualified firms to establish Master Agreement contracts to provide Job Order Contracting (JOC) Services for indefinite delivery/ indefinite quantity (IDIQ) for each of the following trades:
Meade County Water District – 2023 Water System Improvements
Meade County Water District – 2023 Water System Improvements
The Project includes the following Work:
• Construction of approximately 18,500 LF of 16-inch watermain and related appurtenances
along KY 313 (Joe Prather Highway) and KY 1238 (Garrett Road).
• Modifications to the existing Flaherty Pump Station which includes the installation of two (2)
125 HP VFD controlled pumps, larger electrical service, new generator and transfer switch,
and by-pass pumping.
• Installation of new Package Pump Station with two (2) 20 HP VFD controlled pumps along KY
144 in Payneville; water filling station, generator, site work, and yard piping and two (2)
electric motor actuated control valves and vault in the area.
• Rehabilitation of the 300,000 gallon elevated water storage Garrett Tank.
• Rehabilitation of the 300,000 gallon elevated water storage Payneville Tank, including the
installation of a separate 8” fill line within the riser and passive mixing system.
• Miscellaneous SCADA improvements at various system facilities.
Louisville Water Company is requesting Bids for the supply and installation of 340+/- linear feet of six (6)-inch and 400+/- linear feet of eight (8)-inch Pressure Class 350 ductile iron water main using traditional trench installation techniques. Also included with the project is the supply and installation of one (1) fire hydrant and nine (9) customer services. Fire hydrant removal, main cut and plugs, and restoration on and along Project Limits as stated above shall be included. The contractor shall supply and install all materials required for the completion of this project.
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 $250,001 – $500,000. 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 are Louisville Water Small Business Equity (SBE) Program Participants and 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, 1” and Smaller Services and 1.5” & Larger Water & Fire Services. For information about the Louisville Water SBE Program or pre-qualification, contact the Company through the designated bid portal.
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
Louisville Water Company is requesting Bids for The project consists of the supply and installation of 400+/- linear feet of 6-inch and 545+/- linear feet of 8-inch Pressure Class 350 ductile iron water main using traditional trench installation techniques. Also included with the project is the supply and installation of 3 fire hydrant and 29 customer services. Fire hydrant removal, main cut and plugs, and restoration on and along Project Limits as stated above shall be included. The contractor shall supply and install all materials required for the completion of this project.
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 $300,001 – $500,000/Bid Bond required. 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 are Louisville Water Small Business Equity (SBE) Program Participants and have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in 4” – 16” Ductile Iron Water Mains, AND 1” & Smaller Water Services, AND 1.5” & Larger Water & Fire Services. For information about the Louisville Water SBE Program or pre-qualification, contact the Company through the designated bid portal.
The Company will award the Contract to the Bidder presenting a Bid that is responsive to the Specifications, is in substantial compliance with the Contract requirements, and presents the lowest and best price for performing the Work making up the base bid and or Bid that Company determines is in the Company’s best interest, which may not necessarily be the least expensive Bid.
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/.
Bid Documents are also available for review at the following locations: Associated Builders and Contractors of Kentuckiana, Associated General Contractors, Builders Exchange of Louisville, Dodge Reports, Bid Tool, Louisville Enterprise Group, and Reed Construction Data. All recipients of the Bid Documents are required to sign a planholder sheet confirming receipt.
Sealed Bids shall be accepted by Louisville Water Company until 11:00 a.m. Eastern Time on the Bid Submittal Due Date cited above. Louisville Water is using a web-based portal for accepting and evaluating bid proposals digitally at https://louisvillewater.bonfirehub.com/portal/ for this Invitation to Bid. Documents may be uploaded at any time during the open period indicated for each bid. All bids received by the bid submittal date and time, will be unsealed electronically and publicly read via a virtual conference and or conference call. You may access the public reading by calling 502-709-7361, Conference ID: 317 611 769# at the date and time of the Bid Submittal Due Date for this Bid.
Louisville Water SBE Program Participant and pre-qualified Minority/Women Business Enterprises will be afforded full opportunity to submit Bids, and no Bidder will be discriminated against on the grounds of race, color, religion, sex, sexual orientation, gender identity, age (over 40), national origin, protected veteran status, or physical or mental disability which, with or without reasonable accommodation, does not prevent the performance of essential job functions.
The Company reserves the right to reject Bids from Bidders not pre-qualified and or a Louisville Water SBE Program Participant; the right to disqualify Bids deemed to be defective and/or non-responsive; the right to waive defects in Bids where the Company determines that such defects are immaterial; and the right to reject any or all Bids deemed not to be in the best interest of the Company.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
Planning to replace a damaged and plugged 36 inch CMP and gabion mattress with 125 L.F. of HDPE pipe with headwalls, regrade and seed the area, and correct drainage issues from previous storm damage. Existing Concrete Mattress will be replaced with tied block mat and subdrain. Included are Drop boxes and junction box to incorporate existing peripheral drains. The excavated materials will be placed on adjacent property owned by the resident’s sister to the west approximately 280 ft behind the barn. No trees are proposed to be affected.
The Work includes removal and replacement of windows, hollow metal doors & frames, and storefront glazing systems at Building A and Building B at the Leestown Road campus of BCTC. Exterior louvers at Building B will be painted and resealed at perimeter. One coiling overhead door and two overhead door operators will be installed. Refer to Drawings and Specifications for additional information.
Breathitt County Board of Education – Highland Turner Elementary Roof Replacement and Site Work
Breathitt County Board of Education – Highland Turner Elementary Roof Replacement and Site Work
Work of the Project includes demolition of existing metal roof system (and possible original shingle
system) and installation of new shingle roof system with ice and water shield, wood deck or truss repair
(via unit cost). A select number of architectural elements including a new door are included as is an
alternate for a solar daylighting device. New Flashings and copings are included in the project as are new
ventilated soffits ridge vents, insulated curbs, and crickets. Rework of misc roof components such as
expansion joints, demising walls are included. The GC or Roofing contractor shall be responsible for
disconnection and reconnection of all existing equipment and utilities as required to complete the roof
replacement including, but not limited to electrical, plumbing, HVAC, kitchen and data. All gutters and
downspouts, pipe connections and any new additional new piping per drawings will be included.
Breathitt County Board of Education – Breathitt High School Roof Replacement
Breathitt County Board of Education – Breathitt High School Roof Replacement
Work of the Project includes demolition and replacement of the existing 2-ply modified bitumen roofing
system on rigid insulation on lightweight concrete deck. A new 2-ply modified bitumen on rigid
insulation is planned for this 72,000 sf. building. There is a select area of metal roofing to be removed
and replaced with new metal roofing (penthouse). New Flashings and copings are included in the project
as are new insulated curb extensions, crickets, saddles and walk pads. Rework of misc. roof components
such as expansion joints, demising walls and pitch pockets shall be included. Replacement of decayed
treated wood blocking (as required) for both coping and curbs shall be included. The GC or Roofing
contractor shall be responsible for disconnection and reconnection of all existing equipment and utilities
including, but not limited to electrical, plumbing, HVAC, kitchen, exhaust and data as required to raise
curbing to accommodate code required insulation and flashing. Existing roof drains will be replaced with
similar units in kind and connected to existing piping. All gutters, downspouts splash pads or blocks will
be replaced with new. Downspout boots are to be replaced in kind as well.
Americana World Community Center – Family Health Centers Renovation
Americana World Community Center – Family Health Centers Renovation
Americana World Community Center seeks to renovate the three-story, 8,979 square foot, former Holy
Rosary Convent building located on its campus at 4801 Southside Drive in Louisville, Kentucky. The first
and second floors will be renovated to become a primary care center, and the lower level of the building
will be renovated to be community center space with offices and areas for arts, crafts, and programs. The
renovation project will include the removal or abatement of asbestos and lead paint and renovation of the
exiting three stories. Renovation includes new entry and elevator addition to make all floors ADA
accessible. New windows, doors and interior finishes. New HVAC, plumbing and electrical.
Kentucky Community & Technical College System has teamed with RossTarrant Architects to assist with flood repairs to the Pike Building Auditorium on Prestonsburg Campus of the Big Sandy Community & Technical College. This project involves the reconstruction of the existing stage, re-upholstery of the existing fixed audience seating, a new stage curtain, miscellaneous repair caused by floodings, and new interior finishes to include paint, carpet, and wood stage flooring.
Louisville Water Company is requesting Bids for providing all labor, rigging, tools, equipment, and materials to perform the interior restoration work at the Zorn Water Tower. 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.
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 Prime contractor to be prequalified in any of the following categories: Building. For information about pre-qualification, contact the Buyer listed above.
The Company will award the Contract to the Bidder presenting a Bid that is responsive to the Specifications, is in substantial compliance with the Contract requirements, and presents the lowest and best price for performing the Work making up the base bid and or Bid that Company determines is in the Company’s best interest, which may not necessarily be the least expensive
Bid.
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/.
All necessary excavation, labor, materials, and equipment for the construction
and installation of approximately 10,800 linear feet of 8-inch PVC sewer pipe and
appurtenances.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The project will begin as an exploratory geotechnical investigation and dig two exploratory pits and drill 4 exploratory borings. The pits will be dug at the two
surface expressions of subsidence to gather additional information necessary to determine if the subsidence is related to historic mining in the Hawesville Coal Seam. Historical documents suggest this coal seam was mined for steam coal for river boats on the adjacent Ohio River. Four exploratory borings will also be advanced in the general area to determine if mine voids exist and if there has been any collapse in the mine voids if they do exist. Percussion drilling and air-hammer drills are not allowed on this project. Methane monitoring is the responsibility of the contractor, and if methane is encountered, the contractor must immediately implement a plan to secure the area. After the initial exploratory work, AML staff will determine if the subsidence is mine related or if it could be related to collapsing buried domestic tanks or related to karst geologic conditions that may exist at the site.
If it is determined that AML eligible mining is associated with the subsidence events, then soil and rock drilling will be required as generally shown in the plans with location adjustments made as necessary by AML staff. AML employees will utilize a downhole camera to verify current conditions in the mine and to determine the extents of the rock and shale fracturing from the mine subsidence. Approximately 400 gallons of water will be required to flush each hole after drilling is complete to improve the performance of the downhole camera. The contractor should utilize a 400 – 500 gallon “water buffalo” to ensure adequate water is available and can be used to flush the hole in 10-15 minutes. AML staff will make any
necessary adjustments to the proposed hole locations for grouting the coal seam. Six-inch plus diameter holes will be drilled to the Hawesville coal seam in the specified order. The hole will be cased through the soil horizon into solid competent rock with 6-inch diameter PVC pipe. Two grout mixes have been specified. A stiffer grout mix will be used to create pillars around the residences and a more flowable grout mix will used as determined by AML staff. Methods of placement of grout will be evaluated for effectiveness but will require a concrete/grout pump to access areas near the houses or where concrete trucks would damage the yards.
