The City of Celina – Cedar Hill Waterline & Free Hills BPS Replacement Project
The City of Celina – Cedar Hill Waterline & Free Hills BPS Replacement Project
The Project will consist of the replacement and improvements of the existing waterline throughout the Cedar
Hill community in Celina, Tennessee. The existing Booster Pumping Station located in the Free Hills
community will also be replaced. The intent of this project is to remedy existing system pressure and supply
issues throughout these communities.
The City of Celina – WWTP Lagoon Rehabilitation Project – ARP
The City of Celina – WWTP Lagoon Rehabilitation Project – ARP
The Project will consist of the removal and disposal, by means of landfill, of the existing sludge within the
lagoons and restore the volumes to their original design.
Spencer County Board of Education – Spencer County Schools Bus Garage Site Development and Fueling Station
Spencer County Board of Education – Spencer County Schools Bus Garage Site Development and Fueling Station
The site development scope of work includes earthwork, grading, storm drainage, asphalt
pavement, and retaining walls. Scope also includes a new pre-engineered canopy for the
existing bus fueling station.
Lexington Center Corporation – Rupp Arena – First Floor Corridor Renovation
Lexington Center Corporation – Rupp Arena – First Floor Corridor Renovation
The Lexington Center Corporation is in the process of engaging a General Contractor to provide
various pre-construction and construction phase services for the Rupp Arena, First Floor
Corridor Renovation project. The project involves the renovation of the first floor corridor and
adjacent meeting room. This bid package involves new electrical, lighting, HVAC ductwork
revisions, fire protection, new walls and finishes. The successful bidder will be the General
Contractor selected by the Lexington Center Corporation.
Fleming County Board of Education – Fleming Center LAVEC – ReBid Early Package A
Fleming County Board of Education – Fleming Center LAVEC – ReBid Early Package A
Project Description: The re-bid scope will include the site work, concrete for the metal building system,
and the shell metal building system with insulation as described in section 01900 of the volume 1 project
manual. The scope of the entire project will consist of a new 18,598 SF facility located on the high school
campus. Fleming Center (LAVEC) will be a vocational learning facility for both the Fleming County
Schools and the local community. The program will include a large multi-purpose space, indoor lineman
training area, lecture hall, classroom, conference room, trophy lobby, and 2 lab/work areas.
RFP-26-001 Southeast KY CTC Mechanical Equipment Upgrades Phase II
RFP-26-001 Southeast KY CTC Mechanical Equipment Upgrades Phase II
The Kentucky Community and Technical College System, Office for Facilities Support Services, on behalf of Southeast KY Community and Technical College (SECTC) desires to procure professional engineering services and an associated project team to accomplish a HVAC Upgrades to the following buildings on multiple campuses of the Community and Technical College. Harlan Mining Building (Replace water source heat pumps, boilers, and cooling tower); Harlan Tech Building (RTU unit replacement, WSHP replacement and connect to new controls); Middlesboro Administration Building (Boiler and chiller replacement, AHU rebuild, VAV replacement, exhaust fans); Middlesboro Classroom Building (Boiler and chiller replacement, AHU rebuild, VAV replacement, exhaust fans); and, Middlesboro Science & Tech Building (Boiler and chiller replacement, AHU rebuild, VAV replacement, exhaust fans, and replacement of unit heaters). The Consultant will be asked to evaluate all project scope, as indicated above, and provide cost estimates for the necessary work during Phase A of the project. The final scope of the project will be determined during Phase A design of this project.
Dexter-Almo Water District – 2024 System Improvements – Contract 2
Dexter-Almo Water District – 2024 System Improvements – Contract 2
This project consists of
approximately 15,750 LF of 6” PVC water main, 1,650 LF 4” PVC water main, 40 LF 10” steel casing
bore and jack, 40 LF 10” steel casing, 40 LF 8” steel casing bore and jack, 25 new customer services,
29 customer service reconnects, and all related appurtenances.
Dexter-Almo Water District – 2024 System Improvements – Contract 1
Dexter-Almo Water District – 2024 System Improvements – Contract 1
This project consists of
approximately 6,150 LF of 6” PVC water main, 880 LF 4” PVC water main, 500 LF 10” steel casing
bore and jack, 55 LF 8” steel casing bore and jack, 11 new customer services, 32 customer
reconnects, and all related appurtenances.
Perry County Fiscal Court – Sky View Estates Subdivision Water Storage Tank – Phase 2, Contract A REBID
Perry County Fiscal Court – Sky View Estates Subdivision Water Storage Tank – Phase 2, Contract A REBID
This Contract: (Phase 2, Contract “A”) Construction of a 100,000 Gallon Elevated Water Storage
Tank as per the plans and specifications. The work includes the design, fabrication, construction,
painting, disinfection and testing of an elevated, welded carbon steel water storage tank (commonly
referred to as a “Multi-Column” Tank). Contract “A” Re-bid includes a pad ready site with the
access road constructed.
East Laurel Water District – Old Salem Rd. McWhorter Rd. System Improvements – Contract 3
East Laurel Water District – Old Salem Rd. McWhorter Rd. System Improvements – Contract 3
Contract 2 consists of installing approximately 22,500 L.F. of 6″, 4″, and 3″ PVC waterlines
and all necessary appurtenances along several roads in Laurel County. This project also
includes the construction of one booster pump station along KY 472. If funds remain at
the completion of the above project, two alternates may be constructed consisting of the
installation of approximately 1,600 L.F. of 3” PVC waterline with all necessary
appurtenances along Hodge Road (Alt 1) and the installation of approximately 1,000 L.F.
of 16” PVC C900 waterline with all necessary appurtenances near North Laurel High
School (Alt 2). Contract 3 consists of constructing a 139,000-gallon water storage tank
and all necessary appurtenances.
East Laurel Water District – Old Salem Rd./McWhorter Rd. System Improvements – Contract 2
East Laurel Water District – Old Salem Rd./McWhorter Rd. System Improvements – Contract 2
Contract 2 consists of installing approximately 22,500 L.F. of 6″, 4″, and 3″ PVC waterlines and all necessary appurtenances along several roads in Laurel County. This project also includes the construction of one booster pump station along KY 472. If funds remain at the completion of the above project, two alternates may be constructed consisting of the installation of approximately 1,600 L.F. of 3” PVC waterline with all necessary appurtenances along Hodge Road (Alt 1) and the installation of approximately 1,000 L.F. of 16” PVC C900 waterline with all necessary appurtenances near North Laurel High School (Alt 2). Contract 3 consists of constructing a 139,000-gallon water storage tank and all necessary appurtenances.
Project encompasses the proposed construction of a washrack and proposed aviation fuel tank at
Bowman Field. Project will include a concrete pad, above ground fuel tank, hose bib, trench drain,
and oil water separator.
Louisville Water Company is requesting Bids for the demolition of existing PRV station and installation of new concrete or steel vault PRV station, 35 +/- linear feet of six (6) inch ductile iron water main, and associated grass paver system for pull off area.
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.
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 have been pre-qualified by the Company in the prequalification category or categories that apply to this Bid. This Bid requires prequalification in Heavy Construction – Underground Vault & 4”-16” Ductile Iron Water Mains. 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/.
Project encompasses the repair and restoration of the existing exterior façade including existing
brink repair and replacement, tuck pointing, parapet wall coping repair and repair of additional
façade elements as noted in the Bid Package 2 Construction Documents. Note: Existing roof is
covered under a Johns-Manville warranty.
Leitchfield Utilities Commission – Leitchfield Gas Project 2025
Leitchfield Utilities Commission – Leitchfield Gas Project 2025
This project consists of the 9,192 LF of
4” HDPE gas main, 560 LF 4” HDPE directional bore, 390 LF 8” steel casing bore and jack, and all
related appurtenances as shown on the Drawings and described in the Specifications.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The project will grout remaining voids in an AML eligible underground coal mine in the #11 Coal Seam known locally as the Grapevine Mine. The Dorothy Moore residence and surrounding residences have been damaged by mining subsidence. A sinkhole depression has been verified by comparing current Lidar topography to 2021 Lidar topography.
Neighboring properties also show surface expression of the mine subsidence.
