City of St. Matthews – Warwick Park Phase 2 & 3 Improvements
City of St. Matthews – Warwick Park Phase 2 & 3 Improvements
The project consists of construction of Warwick Park: Phase 2 & 3 located in the block bounded by
Washburn Avenue, Columbia Avenue, Virginia Avenue, and Kentucky Avenue in St. Matthews, KY
40207. The work includes site demolition, building demolition and clearing of the site, earthwork for
the site based on the civil grading plan, protection of existing trees, construction of two replacement
parking lots, a new playground, pavilion, pergola, replacement of the loop trail, installation of a
small culvert bridge, and underground stormwater storage system.
The Work is located in multiple locations around McCracken County, KY. The Work consists of
the rehabilitation of approximately 70 manholes throughout the Paducah-McCracken Joint
Sewer Agency system.
Harrison County Board of Education – New Phased Harrison County High School Phase 2 – New Rebid of Bid Package #5 Aluminum Entrances, Storefronts, Curtain Walls and Glazing
Harrison County Board of Education – New Phased Harrison County High School Phase 2 – New Rebid of Bid Package #5 Aluminum Entrances, Storefronts, Curtain Walls and Glazing
Rebid of Bid Package 05 – Aluminum Entrances, Storefronts, Curtain Walls and Glazing
The New Phased Harrison County High School Phase 2 project will be for the construction of a new 216,300 SF two
story building constructed of Insulated Concrete Form (ICF), Structural Steel, Reinforced Concrete Block,
Aluminum Storefront and Curtainwall Systems. The exterior envelope materials consist of a combination of utility
size brick veneer, calcium silicate full bed building stone, cast stone, glass fiber reinforced concrete (GFRC) and an
EPDM Roof System. Interior materials consist of a combination of Terrazzo, Wood Sports Flooring, Luxury Vinyl
Tile Plank, Ceramic Tile and Resinous Flooring. Ceiling systems will include Suspended Acoustical Baffles,
Suspended Acoustical Ceiling Tiles with the primary system being exposed painted structure. The Harrison County
High School will have a 3000 seat Gymnasium and an Auditorium that will serve as an ICC-500 Rated Tornado
Shelter.
The project consists of the construction of a bituminous pavement section run-up pad adjacent to
Taxiway A near the Runway 24 end, conversion of East Ramp pavement to grassy islands, and
construction of a bituminous pavement T-Hangar taxilane connector.
The project will involve the construction of a 2.08 million SF, 895 bed facility – with the focus on the expansion of the
Expand Patient Care Facility project. The building will accommodate additional inpatient beds and clinical support services.
General services targeted for this location include, but are not limited to, adult and pediatric inpatient rooms, observation
spaces, operating rooms, minor procedures, diagnostic services, imaging services, pharmacy, retail, lab, administration,
support, and meeting spaces.
Estimated Length of Project:
(Substantial Completion) + 270 Calendar Days (Final Completion)
The Ruth Mullins site will consist of the construction of 60 Liner Foot of Non-Reinforced Block Wall Type I at the side of residence along with 210 Linear Foot of 8” Subdrain to promote positive drainage behind residence and along driveway. The replacement of 20 Linear Foot of 24” HDPE pipe for drainage from sub-drain and drainage from behind the storage building. Replace in kind Concrete block steps at the back of residence. County/FEMA has reconstructed her driveway, the remaining work will consist of repairing a sinkhole in the driveway and paving and guardrail for safety.
The Clyde Mullins site will consist of a 128 LF Reinforced Concrete Wall to stabilize the area behind his house. The construction of 64 LF of subdrain will drain runoff that is running behind the Ruth Mullins residence. The subdrain from the Reinforced Concrete Wall will be tied to a junction box that will collect water from the yard and carry it in a replaced 18 “ HDPE pipe across the drive. Additional subdrain is added to remove water from a portal behind the house above Clyde’s. The subdrain will be tied into the backfill from an existing AML gabion wall in front of the house.
The Kentucky Department of Aviation is proposing to construct two 60’ x 80’ box hangars adjacent to an existing apron at the Capital City Airport in Frankfort, Kentucky. The project will consist of two pre-engineered metal box hangars, each with a unisex restroom, electric, and heating. Additionally, the project will include grading, drainage, concrete pavement, asphalt mill and overlay, utility work, and associated improvements.
Louisville Water Company is requesting Bids for providing all labor, rigging, tools, equipment, and materials to perform the specified electrical work at the John L. Huber Building Date Center. All 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: Electrical. 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/.
Jessamine County Business Center – Phase 1 – Exterior Renovation
Jessamine County Business Center – Phase 1 – Exterior Renovation
Project consists of repairs and alterations to the existing EIFS covered
exterior wall and parapet wall and installation of single-ply retrofit roofing
system over the existing pre-engineered metal building roofing with modifications to
roof drainage, as indicated on Drawings
Project scope consists of complete replacement of existing irrigation pump station. Existing irrigation pump equipment and shelter to be removed and new pump station and new shelter installed and connected to existing irrigation system and new electrical scope as required. New pump system and new shelter to be approved single sourced from MCI Pumping Systems/Flowtronics.
Project scope consists of complete replacement of existing irrigation pump station. Existing irrigation pump equipment and shelter to be removed and new pump station and new shelter installed and connected to existing irrigation system and new electrical scope as required. New pump system and new shelter to be approved single sourced from MCI Pumping Systems/Flowtronics.
The Base BID Work shall include construction of a reinforced concrete auxiliary spillway with two, 8 feet by 16 feet, precast concrete culverts through the dam crest to serve as the spillway inlet with a reinforced concrete stepped chute along the downstream slope that discharges into a reinforced concrete stilling basin at the toe of the dam. A reinforced concrete floodwall with concrete cutoff shall be constructed along the upstream crest of the dam along
KY-555 with rockfill placed along the upstream slope of the dam. A rockfill stability berm shall be constructed along the downstream slope. The BASE BID Work further includes a new low-level drawdown valve in the dry well of the riser structure, replacement of the existing low level drawdown valve, and remediation of concrete cracking and seepage in the existing principal spillway culvert. In addition, the City of Springfield’s raw water intake will be
abandoned and new raw water intake lines installed within the principal spillway culvert. A Contractor designed Water Diversion Plan is required. The BASE BID Work will also consist of site preparation, erosion and sedimentation control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control and maintenance, storm drainage, and site grading and restoration work.
Demolition Work shall include demolition of existing storm sewer infrastructure, raw water lines, concrete ditches, KY 555 within the footprint of the new auxiliary spillway, existing valves and operators at the intake structure, partial demolition of the principal spillway culvert and wingwalls, and abandonment of existing embankment piezometers.
The CONTRACTOR’s Work shall also include site safety, water control, site security, traffic control, and site cleanup.
Lexington-Fayette Urban County Airport Board – Custodial RFP
Lexington-Fayette Urban County Airport Board – Custodial RFP
This RFP is being issued to obtain terminal custodial services to support and maintain all public and select secured areas of the airport terminal building. Areas of work include airport public circulation spaces, restrooms, ticketing lobby, security checkpoint queuing, baggage claim lobby, rental car queuing, gate lounges, hallways, passenger boarding bridges, sidewalks, crosswalks, parking garage circulation spaces, and other areas that passengers and employees interact with. Additional facilities include the Maintenance Facility (SRE) and Customs Facility (CBP). Some of the described areas are located within secured areas and controlled by the Transportation Security Administration, requiring background security checks and airport credentialing for access.
The Bell County Forestry Camp – Wastewater Treatment Plant (WWTP) shall be replaced with a new plant just north of the existing plant. The new plant will be rated for 200,000 gpd peak flow. The WTP will be a sequencing batch reactor style with tertiary filtration and ultraviolet disinfection. A bid alternate will include demolishing the existing WWTP and replacing the interior of the influent pump station.
The purpose of this project is to provide a new pesticide storage building design for state highway maintenance lots. The 1,500 SF building will have a concrete foundation and slab floor with a 250-gallon containment pit. The walls are wood framing with metal exterior wall panels, thermal insulation and metal liner panels. Two (2) man doors and a sectional overhead door provide access. The roof is wood framed with ribbed metal roof panels with gutters and downspouts. Provided inside is heat to maintain a minimum temperature of 50 degrees Fahrenheit, mechanical ventilation, LED lighting, and a portable emergency eyewash station that complies with ANSI/ISEA Z358.1 standard for emergency eyewash and shower equipment.
Estimated Length of Project:
(Substantial Completion) + 150 Calendar Days (Final Completion)
Project limits include 3 acres with an expected disturbance of 2 acres within the project boundaries. Project limits for the offsite waste area include 9.0 acres with an expected disturbance of 1.5 acres. Within the project limits a total of 0.1 acres of trees will be disturbed. The waste area was previously disturbed and does not involve tree removal. The project boundary is primarily residential including houses, outbuildings, and driveways. A previously unfinished AML project will be completed. Drainage structures and retaining walls will be constructed in the yards, behind the houses and structures and along the driveways. The project site is characterized by a small slide, previously closed wildlife accessible and non-wildlife accessible closures, and seepage from the portals and slide. The slide damaged an existing storage building on the property, which was subsequently replaced following clean-up of the slide by the property owner. However, there remains a significant amount of seepage from the open portals and throughout the material on the upper bench and below at the elevation of the property owner’s residence.
