Replace 10 existing 2,000,000 BTU/HR boilers with 4 new 5,000,000 BTU/HR boilers inside the existing Kentucky Horse Park Alltech Arena. This work includes demolition of the existing boilers, new induced draft fans, exhaust duct, outdoor air duct, concrete pads, piping, insulation and electrical required for new work. The new boilers, draft fans, and equipment to be tied into the existing DDC Controls in the building.
This is the re-advertisement of RFB-270-16. The original specifications and drawings remain valid with additional changes noted in specifications Volume 4 and pages 1 – 30 of Volume 1. Project consists of a renovation / expansion of Morehead State University Adron Doran University Center. Site preparation will include removal of curbs, utilities, sidewalks, steps, site walls and trees. Site protection will include storm water pollution prevention / erosion control, tree protection, site perimeter protection throughout construction. New site improvements include grading, installation of new storm drainage, site utilities, new asphalt pavement and asphalt surfaces, concrete curb and gutter, brick pavers and thin brick wall veneer, concrete walkways and stairs, pipe handrails, seeding, sodding and landscape installation. 189,208 S.F. Building Renovation / Expansion of existing Adron Doran University Center. Areas in the project include new national venue restaurants, campus wide catering kitchen, a plating kitchen on the third floor, large ballroom with folding wall partitions, campus data center, admissions center, theater, Student Government Offices, Dean of Student Offices, minor upgrades to Bookstore and office suites, additional meeting rooms on third floor. Building structure is concrete frame on existing building with concrete piles and grade beams. A new brick and limestone façade is being replaced on the existing building. The new building addition structure consists of concrete pile foundation with the building frame being concrete on first and second floors and steel frame with fireproofing at the third floor. Exterior walls will be light gage metal stud with masonry veneer. The roof assembly is a T.P.O. membrane roof with polyisocyanurate insulation. Exterior openings include aluminum windows, aluminum storefront and aluminum curtainwall. Interior is made up of light gage metal stud interior partitions. The finishes include carpet tile, luxury vinyl tile, rubber tile, porcelain tile and base, interior wood casework with solid surface counter tops, wood veneer wall covering in several lobby areas. Lighting in facility will be LED lighting throughout. The building HVAC will have a 4 pipe variable air volume system. It will consist of air cooled steam to hot water heat exchangers connected to the universities control steam system. The air handling units for the existing building will be located in the existing mechanical room and penthouses. All spaces will be provided with voice annunciated fire alarm system. A roof mounted transformer will provide back-up power.
The project consist of new construction for a new District 10 Office building located at the northwest corner of Highway 15 and Jett Drive, Jackson, Kentucky (Breathitt County). The new building will contain approximately 25,000 square feet of new office space located on a 6.5 acres lot adjacent to the existing District 10 office building. The existing office building will remain in operations during construction of the new facility. Vehicular parking will remain in the back portion of the site, where existing parking is currently located. The new structure will be a single story building with a mechanical mezzanine. The structure will consist of structural, metal stud load bearing walls with a masonry brick veneer, energy efficient aluminum doors and storefront punched openings. The roof will be constructed with light gauge metal trusses, 1 ½” metal roof deck, rigid insulation and standing seam metal roofing. The HVAC system will be a VRF system with energy recovery and the lighting will be fluorescent LED. The building shall be constructed as a LEED certified building as per HPBS (Kentucky High Performance Building Standards).
PROJECT DESCRIPTION:
The project consists of a duplex submersible pump station, access road, 2-inch force main, 8-inch gravity sewer and associated improvements.
Housing Authority of Richmond – Roof Replacement, EIFS Installation, & Storage Building Construction
Housing Authority of Richmond – Roof Replacement, EIFS Installation, & Storage Building Construction
PROJECT DESCRIPTION:
The work to be performed consists of:
Smith Village
A. Building Type “C”
1 . Replace front porches
2. Replace back porches
3. E.I.F.S.
4. Roof replacement
5. Stone installation
B. Construct storage buildings
1. EIFS
2. Stone installation
3. Asphalt shingles
4. Wood frame construction
Work includes providing all items, articles, materials, operations or methods herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.
Taylor Regional Hospital Rehabilitation and Orthopedics Center
Taylor Regional Hospital Rehabilitation and Orthopedics Center
PROJECT DESCRIPTION: The project will consist of a new single story 14,782 square foot Rehabilitation &
Orthopedics Center. The proposed project is located on the existing Taylor Regional Medical Park campus in
Campbellsville, Kentucky, and approximately 4.8 acres will be disturbed for this project.
The proposed site work scope includes site preparation of the sub-grade for the building pad, asphalt pavement,
sidewalks and landscaped areas. Domestic and sprinkler water services are available at the property line.
Sanitary service will be obtained from a new sanitary sewer main. The storm water will be managed on site with
the use of retention basins.
Rehabilitation & Orthopedics Center will consist of a concrete slab on grade, concrete spread footings and a
steel frame primary structural support system. Steel braced frames will serve as the lateral system. Special
Inspections will be required.
The envelope of the Rehabilitation & Orthopedics Center will consist of a masonry veneer incorporating split
face CMU, ground face CMU and brick as well as a metal wall panel system exterior cladding over an energy
code compliant insulated metal stud backup framing system. The roof will be a white plastic membrane system.
Aluminum curtain wall and storefront glazing will also be utilized.
The interior construction will include metal studs and gypsum wall board partitions, doors frames and hardware.
New finishes shall include flooring, walls, ceilings in addition to new custom casework, specialty items and
furnishings. Radiation shielding is required in one location within the project. A recessed pit shall be provided
to contain 1 new and 1 future owner-provided and installed premanufactured therapy pool system.
Plumbing work will include plumbing fixtures, water, vent, hot and cold water piping for plumbing fixtures, and
roof drains with associated piping for roof drainage. A full coverage sprinkler system shall be provided.
Mechanical work will include a VRF “cassette” style ventilation system for increased indoor air quality and
energy savings.
The electrical work will include a new 480V, three phase electrical service. Also included is an interior power
distribution system and devices for point of use connections. Fire alarm work includes new addressable
notification and initiation system. New interior and exterior lighting and lighting control systems are included.
Data infrastructure includes cable tray, wire management, and data rack. A door access control system is
included. Rough in for miscellaneous low voltage systems is also included. The structure will be protected by a lightning protection system.
City of Madisonville – Westside WWTP RAS Pump Replacement & Piping Improvements
City of Madisonville – Westside WWTP RAS Pump Replacement & Piping Improvements
PROJECT DESCRIPTION: The primary scope of work includes the removal of the four existing RAS pumps and motors and replacing with new pumps and motors with and associated features. The scope also consists of
the purchase and installation of approximately 150 LF of 12-inch DI and four plug valves, and
related appurtenances associated with connecting referenced piping to the existing influent splitter
box.
The project consists of the demolition of the existing two ply modified asphalt roof system including the existing insulation. Installation of a new two ply modified asphalt roof will follow. New roof system shall include rigid board insulation above the roof deck. Existing metal flashings will be removed then re-installed. Alternate #1 includes installing new coping rather than re-installing the existing coping.
Work of the Project includes replacement of certain HVAC equipment serving areas of the CPTU Building at the Kentucky State Reformatory located at 3001 West Hwy 146, LaGrange, Oldham County, Kentucky. Demolition of existing HVAC systems (by Owner).Installation of two packaged air cooled chillers, cooling coils and piping. Modifications to existing air handling systems. Installation of temperature control systems. Electrical wiring of HVAC equipment. Coordination with Air/Water Test and Balance performed under separate contract
LFUCG – General Services Building Roof Replacement
LFUCG – General Services Building Roof Replacement
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items for the General
Services Building Roof Replacement, 1555 Old Frankfort Pike
City of Nicholasville – Town Fork Stream Rehabilitation Project
City of Nicholasville – Town Fork Stream Rehabilitation Project
PROJECT DESCRIPTION:
Site 1 – Removal and replacement of approximately 700 linear feet of an
approximately 6 foot tall masonry retaining wall that serves as the eastern
bank of Town Fork along Second Street.
Site 2 – Approximately 150 linear feet of vegetated stream bank restoration
(Town Fork) to include gabion basket installation, minor grading, and site
restoration. Site 2 is approximately 800 feet upstream of Site 1.
New Service Building & Site Improvements for Vacant Lots Property – 3696
New Service Building & Site Improvements for Vacant Lots Property – 3696
Sealed bids will be received until 3:00 PM and publicly opened and all bid prices read aloud
at that hour on date specified and under following conditions:
Bids received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
Bidders must submit all pages of bid document.
Mark envelope with Bid Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
NKCC-16-16 Metal Studs, Drywall, Ceilings and Acoustic Panels
NKCC-16-16 Metal Studs, Drywall, Ceilings and Acoustic Panels
Please Note: Addendum 5 has changed the Bid Date
PROJECT DESCRIPTION:
The project is generally described as the Northern Kentucky University, Health Innovation Center
(HIC) Founders Hall Renovation. The project is located in Highland Heights, Kentucky, on
approximately 3.0 acre site on the NKU campus, east of Kenton Drive, west of Nunn Hall and directly
north of Griffin Hall. The project will include the construction of the new Health Innovation Center
(HIC) building and renovation of the existing Founders Hall Building. The HIC building will consist of a
new 95,000 sf four-story steel frame building with the option to shell a 5th floor of approximately
12,000 sf. The Founders Hall renovation is a 106,000 sf complete interior gut and renovation of the
existing 5 story concrete-structured building.
City of Maysville – Combined Sewer Overflows-Phase 3
City of Maysville – Combined Sewer Overflows-Phase 3
PROJECT DESCRIPTION:
Clean and camera approximately 18,750 feet of various size gravity sewer lines (12” and
larger).
Remove grit and sludge and clean three (3) sewer lift station wetwells.
Pipe burst approximately 1,200’ of 30” and approximately 1,250’ of 24” gravity sewer.
Replace one (1) influent submersible wastewater pump and soft starter at WWTP.
City of Maysville – Combined Sewer Overflows-Phase 3
City of Maysville – Combined Sewer Overflows-Phase 3
PROJECT DESCRIPTION:
Clean and camera approximately 18,750 feet of various size gravity sewer lines (12” and
larger).
Remove grit and sludge and clean three (3) sewer lift station wetwells.
Pipe burst approximately 1,200’ of 30” and approximately 1,250’ of 24” gravity sewer.
Replace one (1) influent submersible wastewater pump and soft starter at WWTP.
The Louisville Zoo – Design/Build Outpost on the Edge/African Primates – 3694
The Louisville Zoo – Design/Build Outpost on the Edge/African Primates – 3694
Sealed proposals will be received until 3:00 PM. Names of all responders will be read aloud
at that hour and date specified and under following conditions:
Proposals received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
Proposers must submit all pages of RFP document.
Mark envelope with RFP Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine
Louisville, KY 40202
