Construct a temporary construction entrance. Drain the pond by pumping water into the reservoir downstream of the spillway. Continue to pump water, as needed, for the duration of the project. Remove the rock from the perimeter of the pond. Some portion of existing rock may be considered for reuse if well graded, clean, and satisfactorily similar to new rock. Remove the existing liner. Install/construct temporary concrete spillway inlet protection. Repair or construct built up soil curb around the perimeter of the pond in approximately the same location as the existing. Excavate the anchor shelf and anchor trench. Install 10 OZ. Non-woven geotextile liner. Install 40 mil HDPE geomembrane liner. Install No. 2 stone from the anchor trench to the built up curb around the entire perimeter of the pond. Install low mobility grout at the base of intake pipe support. Ensure seal of existing intake by installing HDPE pipe boot. Remove the spillway inlet protection. Stabilize all disturbed areas around the pond. Remove the construction entrance and stabilize the area.
Louisville Water Company is requesting Bids for the supply and installation of 1,080 +/- linear feet of six (6)-inch DR-18 C900 PVC water main and 450 +/- linear feet of four (4)-inch DR-18 C900 PVC water main. Also included with the project is the supply and installation of two (2) fire hydrants, and the supply and transfer, renewal, relocation or discontinue of 0 +/- customer services. 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 $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 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″ PVC Water Mains Category.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/.
Mt. Sterling Water & Sewer System – Hinkston Creek WWTP Upgrade
Mt. Sterling Water & Sewer System – Hinkston Creek WWTP Upgrade
The work to be bid is described as follows:
CONTRACT 254-17-04
Hinkston Creek Wastewater Treatment Plant Upgrade—Perform work at the
Hinkston Creek Wastewater Treatment Plant site to increase capacity.
This project replaces the existing air-cooled condensing unit system with a new air-cooled chiller. New chilled water pumps and new chilled water piping will be installed. The chiller and existing generator will be moved and a new enclosure constructed at the new location.
RFB-31-23 KYTC – Hopkins County Maintenance Garage – Construction
RFB-31-23 KYTC – Hopkins County Maintenance Garage – Construction
Estimate:
$317,300.00
Estimated Length of Project:
180 (Substantial Completion)+ 30 (Final Completion)
The project is to convert an existing building to a maintenance garage for the Kentucky Transportation Cabinet, District 2. The existing building is a 21,000 square feet pre-engineered metal building with metal wall and roof panels and vinyl-faced roof and wall insulation. The existing structural system consists of a pre-engineered steel frame skeleton with conventional poured in place concrete shallow foundations, piers, grade beams and concrete floor slabs. The renovation work will provide a 1,200 square feet support area containing offices, toilets and shower. Interior partitions will be light gauge steel framing with gypsum board surface and sound batt insulation. Occupied support spaces will have painted concrete flooring and acoustic panel ceilings. Pedestrian doors will be hollow metal, windows will be aluminum framed with insulating glass. Vehicle doors are existing, to remain. The remainder of the building will be shop area. Site work consists of cutting and patching existing surfaces for installation of underground utilities. Site furnishings include flagpole. Water service is existing from municipal system, sanitary will gravity flow to municipal system. Existing plumbing fixtures will be demolished and new plumbing will be installed in the renovated area. The building will utilize existing natural gas for heat. HVAC for the renovated area will be a packaged split-system HVAC unit. Shop area will be heated with existing units and ventilated with existing exhaust fans. Existing electric service is to remain. Electrical work in the renovated area includes a 120/240V power distribution system and LED lighting. Communications systems will include telephone and data wiring and devices. The existing automatic sprinkler system will be retained and modified as needed in the renovated area.
Boyd County Fiscal Court – Boyd County Animal Shelter
Boyd County Fiscal Court – Boyd County Animal Shelter
The Boyd County Animal Shelter project will be bid and constructed using the CM Agency method of procurement, consisting of multiple bid packages. Successful bid package contractors would enter a contract directly with the Boyd County Fiscal Court, whereby Trace Creek Construction, Inc. will be serving as the Owner’s agent.
The project is generally described as new construction of a single story, approximately 3,298 square feet, Animal Shelter facility. Roughly 1,823 SF of the facility will contain the kennel area where there will be 25 individual
kennels, the remaining spaces of the building serve as a procedure room, office, storage, cat kennels, breakroom, mechanical, restroom, and playroom space. The building will be constructed primarily of load-bearing concrete
masonry units with wood-framed trusses
Trigg County Board of Education – Trigg County Vocational School Renovation
Trigg County Board of Education – Trigg County Vocational School Renovation
Renovation of and addition to an existing vocational school to include
selective demolition, masonry and steel addition, interior gypsum and masonry partitions, structural modifications, MPE replacement/upgrades related sitework and other work required for renovation.
Project cost range is anticipated to be under $8,000,000.00.
Construction Contract: Bids will be received for the following Work:
Project Description: The Project Scope consists of the selective demolition and renovation of ~227 sf to convert an existing Dental Lab to a new Dental Procedure room. The adjacent X-Ray room will also be slightly reduced in size to accommodate the new Dental Procedure room. A Supply Closet with be replace with a Gas Manifold.
City of Whitesburg – Water Line Replacement and Water Tank Project – Contracts 1, 2, & 3
City of Whitesburg – Water Line Replacement and Water Tank Project – Contracts 1, 2, & 3
Contract #1 – Replace Water Line. Installation of approx. 12,400 LF of 10-inch HDPE waterline and other appurtenances.
Contract #2 – Sawmill Tank Rehabilitation. New valve vault, mixing system, tank vent and appurtenances. Tank interior and exterior blasting, cleaning, and repainting.
Contract #3 – SCADA system (complete)
Bids will be received for three contracts. Bids shall be on a unit price basis.
The project consists of installation of a new splitter box,
modifications to an existing basin, installation of new grit removal equipment, replacement of
existing grit classifying equipment and all related appurtenances.
1). Furnish all labor, tools, materials, equipment and etc. Necessary for the delivery and construction for the proposed Kentucky Correctional Psychiatric Center (KCPC), Yard Fence Addition, La Grange, Kentucky – Oldham County.
2). New Work – install approximately (268) linear feet of new high security chain link fence all in accordance with the plans and specifications. The new fence design consists of, but not limited to: a continuous, (10) foot tall, security chain link fence with a continuous bottom rail, intermediate rail and top rail. The top of the fence shall have an additional (2) foot tall “y” strut support system for (1), (24) inch diameter continuous stainless steel razor ribbon wire supported by cables. The foundation for the corner and intermediate fence posts shall be drilled concrete piers. A continuous (12” wide by 24” deep) concrete rat wall shall be designed in between the piers. all mesh fabric shall be embedded into the rat wall. the red zone shall have approximately (2412) square foot of (4) inch reinforced concrete over (4) inch dense grade aggregate fill. On the existing fence within the red zone, approximately (268) linear feet of (30) inch diameter stainless steel razor ribbon wire followed by (2) rows of (268) linear feet of (24) inch diameter razor wire shall cascade at the bottom of the existing fence. a (4) foot wide personnel gate shall be added to the end of the red zone for access. Note: All razor ribbon wire shall be continuous and anchored by using (9) gauge stainless steel hog rings. Refer to plans and specifications for additional information.
This project consists of removal of existing shingle roof system, including gutters, soffits and gable end wall panels. Install new standing seam metal roof system, gutters, soffits and gable end wall panels.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of the 3111 Stober Road Pipe Replacement Project Contract No. 2023-003, Budget ID No. C23060, will be received at the office of MSD until 10:00 a.m., Local Time, July 28, 2022, and will be publicly opened and read at that place and time. The public may attend the bid opening via teleconference call.
Description and location of Project: To perform the pipe replacement located in front of 3111 Stober Road. All work shall be done in accordance with 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 $50,000.00 and $90,000.00.
The bid documents will be available on, July 14, 2022, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com 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 Joseph Exely. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer Barry Pickett at Barry.Pickett@louisvillemsd.org. Questions received less than two days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda 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 $150,000 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).
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer, Barry Pickett at Barry.Pickett@louisvillemsd.org. Due to the current Coronavirus (COVID-19) pandemic measures, MSD will be hosting a Teleconference call in the place of a face-to-face public opening. MSD will also post the As-Read Bid Summary as soon as available. To take part in the Bid Opening Teleconference Call, please call 502-654-8113 and enter code 889193606#.
MSD SUPPLIER DIVERSITY PROGRAM: Not Applicable
The revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) is effective June 1, 2020. If applicable, 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.
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.
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
David Johnson, P.E.
Chief Engineer
Rene’ Lindsay, CPPO
One Water Chief Procurement Officer
Bullock Pen Water District – Stewartsville Road Tower Rehabilitation
Bullock Pen Water District – Stewartsville Road Tower Rehabilitation
The work to be bid upon is described as follows:
• Construction shall consist of abrasive blast and painting an epoxy coating system of all interior
surfaces, caulk all seams above water line, repair/replace float system, abrasive blast and painting an
epoxy/urethane coating system to all exterior surfaces, replace roof vent and screen, potable water
tank mixer and all electrical, and other necessary items.
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.
The Owner’s preferred daily work schedule shall be Monday-Friday 8 hour/day. There are no Contractor working days on Saturday or Sunday. A 48 hour notification is required for any outage of the existing Power System. Any damaged utility by the Contractor must be put back into service immediately
CCK-2647-23 Lexmark Building Foam Roof and Rooftop Repairs
CCK-2647-23 Lexmark Building Foam Roof and Rooftop Repairs
The project is to prepare the existing roof membrane for a urethane foam-roof (SPFR)
system. The rood area consists of are eight (8) roof sections separated by standing seam
metal spine-roofs. In addition to the foam roof system installation, the metal spine roofs are
to be repaired and coated and all rooftop EIFS wall surfaces (Exterior Insulated Facia-wall
System) are to be repaired and coated.
City of Somerset – Venture Way Sanitary Sewer Extension
City of Somerset – Venture Way Sanitary Sewer Extension
The primary scope of work includes the installation of approximately 348 LF of 8-inch gravity
sewer, four (4) sanitary sewer manholes, and related appurtenances.
CCK-2646-23 W.T. Young Library: Urethane Foam Roof Phase 1-REBID
CCK-2646-23 W.T. Young Library: Urethane Foam Roof Phase 1-REBID
Phase I is to install 1/2 of the roof system on W.T. Young Library. The work is to remove the
ballast from the existing EPDM roof-membrane, install a urethane coated SPFR system and
install the sleepers for a future roof-top work platform. The sleepers will be embedded into
the foam of the SPR system. The future work-platform is for maintenance-access to the
building Cupola and the Rotunda roof, exterior walls, built-in gutters, downspouts and
windows. The work platform is to be constructed on the perimeter of the large roof central skylight
system in order to accommodate a lift reaching to the top of the Rotunda. There is an
add alternate for Phase II, the second half and completion of the buildings foam roof system
with sleepers.
City of Flemingsburg – Contract 2 – Dorothy Street Water Line Replacement
City of Flemingsburg – Contract 2 – Dorothy Street Water Line Replacement
The program of work for Contract No. 2 which bids are to be submitted consists of the installation of
approximately 825 LF of 6” water main and appurtenances. Additionally, the project includes the
reconnection and replacement of approximately 15 existing service meters for the City of Flemingsburg Contract No.2 – Dorothy Street Water Line
Replacement Project.
City of Hartford – Water Storage Tank Renovation – (capacity reduction) 400,000 Gallons
City of Hartford – Water Storage Tank Renovation – (capacity reduction) 400,000 Gallons
The work to be bid is described as follows:
The primary scope of work includes the renovation of an existing water storage tank reducing the
existing capacity from 1MG to 400,000 gallons, including installation of mixing system.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The Sam Wright AML Reclamation Project, with project limits boundaries enclosing
approximately 1.4 acres, will create up to approximately 1.0 acre of disturbance. This project will address ground motion that is affecting the foundation curtain wall on the upslope side of the Wright residence, the structure of which was expanded following a previous AML (Emergency)
Project constructed at the site by OSMRE. A concrete gravity wall will be constructed on the uphill side of the residence. Class-II stone will then be placed between the top of the wall and the slope in order to ballast the toe of the slope above the new gravity wall. An 8” diameter pipe will extend from the retaining wall subdrain to a 2’ flat-bottom grass-lined ditch that will carry drainage captured by the retaining wall off the house seat along the path of an existing perimeter ditch. All excavated earthen material will be filled on the hillside below the residence. Prior to the placement of fill in this area, the exiting topsoil will be removed and set aside to be replaced
following the placement of the fill material. All disturbed areas at this site will be revegetated by means of the AML Standard Residential Seed Mixture.
The proposed reclamation action will not cause any disturbance to streams, forested
areas, individual trees, caves or cave-like features (including underground mine openings and/or workings). The strict implementation and enforcement of Sediment and Erosion Control Best Management Practices will prevent any significant amount of sediments disturbed by projectrelated activities from entering area streams.
