18-11 / Farmington Avenue Water Main Replacement Project
18-11 / Farmington Avenue Water Main Replacement Project
Louisville Water Company is requesting Bids for the installation of 2,010 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques). Also included with the project is the installation of three (3) fire hydrants and the transfer, renewal, relocation or discontinue of 29 +/- customer services.
PROJECT DESCRIPTION:
Contractor to furnish all labor and materials for the Upgrade of Elevators 12 and 13 in PAV CCC. This
includes Fire Protection, Elevator Equipment and Electrical upgrades associated with the Upgrade of the
Elevator Equipment.
Louisville Water Company is requesting Bids for the renewal of lead services on 1st Street, 3rd Street, 4th Street, 6th Street, 8th Street, 10th Street, 13th Street, 18th Street, 21st Street, 22nd Street, 23rd Street, 24th Street, 25th Street, 26th Street, 28th Street, West Broadway, Cedar Street, Date Street, Dixie Highway, Dr. WJ Hodge Street, Dumesnil Street, Garland Avenue, Greenwood Avenue, Hale Avenue, Howard Street, Jefferson Street, Kentucky Street, Madison Street, Magazine Street, Market Street, Midway Avenue, Muhammad Ali Blvd, Oak Street, Oldham Street, Ormsby Court, Ormsby Avenue, Osage Avenue, Park Avenue, River Park Drive, St. Catherine Street, Wilson Avenue and Zane Street. Design information indicates a total of 185 customer service renewals, 35 customer service discontinues and 149 meter exchanges.
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid opening date. All questions and inquiries must be sent to the Buyer, Renee Fromme, email at rfromme@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $500,001 – $1,000,000. 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 of the following prequalification categories: 1” and Smaller Services. For information about pre-qualification, contact the Buyer listed above.
Award of the Contract will be based on base bid pricing and is at the Company’s sole discretion. Alternate bid(s) may or may not be awarded. 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. The Company may accept the Bid that the Company determines is in the Company’s best interest, which may not necessarily be the least expensive Bid.
Bid Documents 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.
UK-1811-18 CM Services for Facilities, Renewal, Modernization & Deferred Maintenance – Enoch Grehan Journalism Bldg – 2446.2
UK-1811-18 CM Services for Facilities, Renewal, Modernization & Deferred Maintenance – Enoch Grehan Journalism Bldg – 2446.2
PROJECT DESCRIPTION: The Grehan Building renovation project will entail a total renovation of the existing 35,090 GSF 1951
building and the construction of a connector to McVey Hall that will provide vertical circulation and
address floor elevations between buildings, with minimal renovation to McVey Hall. The building is
being design to allow for flexibility so that it may be used by a variety of tenants and programs.
The preliminary program will allow for offices, classroom, conference/seminar rooms and dry laboratories.
Blue Grass Airport – Gate A3 Jetbridge Improvements
Blue Grass Airport – Gate A3 Jetbridge Improvements
Please Note: Addendum 1 has changed the Bid Date
PROJECT DESCRIPTION:
The Project consists of the purchase and installing a new Ground Power Unit and installing an existing Pre-Conditioned Air Unit on the passenger boarding bridge A3 at Blue Grass Airport.
CCK-2281-18 Spindletop Hall – Basement HVAC Replacement Project
CCK-2281-18 Spindletop Hall – Basement HVAC Replacement Project
Please Note: Addendum 01 has changed the Pre-Bid Date
PROJECT DESCRIPTION: This project replaces the HVAC units in the library, the dining room, and the ballroom. Existing ductwork will be modified to connect the new units. Controls on all three (3) systems will be updated.
ALTERNATE 1: Clean all supply, return, and outside air ductwork, for the library, dining room, and ballroom HVAC units.
ALTERNATE 2: Replace the damaged fan and motor in the billiard room HVAC unit,
and verify operation of a new fan.
Louisville Water Company is requesting Bids for the installation of 4,810 +/- linear feet of 6-inch DR-18 C900 PVC water main (using traditional trench installation techniques) and the installation of 3,580 +/- linear feet of 8-inch DR-18 C900 PVC water main (using traditional trench installation techniques). Also included with the project is the installation of six (6) fire hydrants and the transfer, renewal, relocation or discontinue of 240 +/- customer services.
Louisville Water Company is requesting Bids for the installation of 7,005 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques) and the installation of 930 +/- linear feet of restrained joint 12-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques). Also included with the project is the installation of 4 fire hydrants and the transfer, renewal, relocation or discontinue of 7 +/- customer services.
This project consists of the renewal of lead services on Arlington Avenue, Blackburn Avenue, Brownsboro Road, N. Charlton Street, Claremont Avenue, Clover Lane, Colonial Drive, N. Crestmoor Avenue, Eastover Court, Eline Avenue, Elmwood Avenue, Ewing Avenue, Fairlawn Road, Franck Avenue, Frankfort Avenue, S. Hite Avenue, Hycliffe Avenue, Kennedy Avenue, Kennison Court, Ledgeview Park Drive, Lexington Road, Macon Avenue, New Main Street, Norbourne Blvd, Oxford Place, S. Peterson Avenue, Richland Avenue, Ridgeway Avenue, St. Matthews Avenue, Staebler Avenue, State Street, Wallace Avenue, Wendover Avenue, Wildwood Place, William Street, Willis Avenue and Wiltshire Avenue. Design information indicates a total of 189 customer service renewals, seven (7) customer service discontinues and 160 meter exchanges.
18-03 / Glenmary Avenue Area Lead Service Renewals
18-03 / Glenmary Avenue Area Lead Service Renewals
Louisville Water Company is requesting Bids for the renewal of lead services on Bardstown Road, Baringer Avenue, Bassett Avenue, Baxter Avenue, Beechwood Avenue, Bonnycastle Terrace, Casselberry Road, Cherokee Road, Cherokee Terrace, Cherokee Parkway, Dearing Court, Deer Park Avenue, Dudley Avenue, Duker Avenue, Edgeland Avenue, Everett Avenue, Glenmary Avenue, Grinstead Drive, Highland Avenue, Ivanhoe Court, Longest Avenue, Maplewood Place, Ransdell Avenue, Ridgeway Avenue, Roanoke Avenue, Spring Drive and Willow Avenue. Design information indicates a total of 230 customer service renewals, 15 customer service discontinues and 151 meter exchanges.
Fayette County Public Schools – New Elementary at Athens-Boonesboro Road
Fayette County Public Schools – New Elementary at Athens-Boonesboro Road
Please Note: Addendum 02 has changed the Bid Date
PROJECT DESCRIPTION:
The new elementary school will be built on 26 acres, to accommodate 750 students. Classrooms, media center, gymnasium, cafeteria, kitchen, administrative area, and other supporting functions will have a combined total of approximately 81,000 gross square feet.
The Elementary School consists of two (2) academic wings that radiate from a central hub consisting of the main entry and administration area, gymnasium, cafeteria and media center. The two wings consist of resource and regular classrooms from pre-school to grade 5. Access is provided from the pre-school classroom to a separate play area, and the corridors have two entries out to a larger play area and soccer field for grades kindergarten-5th grade.
The building is constructed of perimeter spread footings and stem walls, slab-on-grade, block interior walls and brick veneer walls or metal siding, metal roof deck and joists, standing seam metal roof and modified bitumen roofing systems. Aluminum entrances, storefront assemblies, windows and curtain-wall systems are to be provided for the building. Separate drive loops for buses, students and faculty are to the east and south of the building. The mechanical systems include a heat recovery VRF system with packaged make up air and outdoor air units. Remaining systems include LED lighting, electrical systems, plumbing, fire protection, fire alarm systems, and commercial kitchen equipment. Construction is scheduled to begin April 2018 with Substantial Completion in June 2019.
CCK-2269-18 Brachytherapy Expansion General Requirements & Work Categories – 2457.0
CCK-2269-18 Brachytherapy Expansion General Requirements & Work Categories – 2457.0
PROJECT DESCRIPTION:
The Brachytherapy Expansion project includes excavation, expansion, and
modification of existing basement spaces between Markey Cancer Center, and
Pavilion H as part of an overall expansion of radiation medicine in UK Healthcare. This
project includes preparation, reception, and installation of a new Varian linear
accelerator and renovation of existing treatment spaces and waiting areas.
The project consists of two components: an exterior repair and an interior repair.
The exterior component consists of a partial copper roof replacement of the Barrel Roof, lower area, as indicated on the drawings. Remove portion of copper roof system, as indicated, down to existing roof substrate. Repair substrate as required, apply new underlayment and install new lead coated copper roof sheets, tying back into existing copper roof system. Anchor to substrate and solder all vertical and horizontal joints, laps and seams. Provide new PVC coated metal components; e.g. metal counter flashing, edge metal, etc.
Clean debris from roof surface and install mechanically attached new PVC roof membrane on upper flat section of metal roof, as indicated on the drawings.
The interior component includes the repair of the Barrel Vault ceiling areas and structural tubes that have been water-damaged by the roof leaks. Repair of the water damaged Gypsum Ceiling Panels, with materials matching the existing, will be completed first, followed by the application of a primer to the repaired Ceiling area as well as the Structural Tubes, followed by two finish paint coats to the entire Ceiling and Structural Tubes. The repaired Ceiling areas must also have a light sand finish aggregate surface that matches exactly the texture of the existing Ceiling.
Provide cutting table exhaust hood and associated duct, fan and gases in Traditional Welding Labs 121, 122 and Pipe Welding Lab 123. Provide exhaust system and modify gas supplies in HVAC Technology Lab 107. Refer to drawings and specifications for details and additional information.
PROJECT DESCRIPTION:
Replace existing rooftop units with new, remove old unit and reuse existing curbs, provide curb adaptor as
required for new unit to have factory bacnet IP controls.
The project consists of roof replacements on two (2) buildings with multiply roof level. Remove existing roof membrane system down to existing roof deck. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over base layer insulation, tapered insulation where indicated and cover board insulation. Provide crickets where indicated. Provide new metal components; e.g. metal counter flashings, roof drain leads, plumbing vent flashings, etc. Masonry repairs required on a masonry wall adjacent to re-roof area.
Project Description: the demolition and proper disposal of all primary and secondary structures, trash, rubbish, basement walls, slabs, foundations, sidewalks, steps, driveways, and all other hardscape improvements from the specified parcel as the parcels become available.
CCK-2279-18 Renovate College of Medicine Library – 2452.1
CCK-2279-18 Renovate College of Medicine Library – 2452.1
PROJECT DESCRIPTION:
The general scope of the project consists of renovation and refresh of approximately 13,334
SF of an academic library and lobby space located on the basement floor of the College of
Medicine. The project is considered a major renovation, with the majority of interior partitions
and finishes removed and replaced in a new layout. New plumbing, HVAC, systems piping
and electric branch systems shall be installed, utilizing existing mains. Construction shall allow
access to individual offices as described on the plans. Public access to the lobby shall remain
throughout the project.
CALL 300 CONTRACT ID 181004 BRACKEN COUNTY FD04 SPP 012 1159 000-005 : BROOKSVILLE TO AA HIGHWAY(KY-1159) RECONSTRUCT KY-1159 FROM BROOKSVILLE TO KY-9/AA HIGHWAY., A DISTANCE OF 1.02 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 06-08311.00.
CALL 200 CONTRACT ID 181001 ROCKCASTLE COUNTY 102GR18D001-NHPP IM I-75 ROCKCASTLE COUNTY NHPP IM 0752 (095) : I-75 (ROCKCASTLE COUNTY) (MP 60.100) TENNESSEE STATE LINE – LEXINGTON; WIDEN I-75 TO 6 LANES FROM 1.1 MILES N US 25 INTERCHANGE AT MT. VERNON N TO 1.85 MILES N GREEN HILL ROAD OVERPASS (MP 64.500), A DISTANCE OF 4.42 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 08-00006.20. ROCKCASTLE COUNTY NHPP IM 0752 (098) : I-75 WIDEN I-75 TO 6 LANES FROM 1 MILE NORTH OF SAND HILL ROAD UNDERPASS NORTH TO 1.1 MILES NORTH OF THE US-25 INTERCHANGE AT MT. VERNON, A DISTANCE OF 4.77 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 08-0006.10
CALL 102 CONTRACT ID 181002 JEFFERSON COUNTY STP BRZ 0503 (248) : FAIRMOUNT ROAD (CR-1004N) / CEDAR CREEK BRIDGE DEMOLITION ON FAIRMOUNT ROAD (CR-1004N) OVER CEDAR CREEK 0.2 MILE WEST OF FARMERS WAY., A DISTANCE OF 0.10 MILES. BRIDGE DEMOLITION. SYP NO. 05-01068.00.
