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.
This Work includes the removal of existing standing seam metal roofing system and existing SBS Modified Bitumen roofing system in areas indicated on drawings. New standing seam metal roofing system and SBS Modified Bitumen roofing system will be installed in locations indicated on Drawings. Existing lightning protection system will be removed and salvaged to owner. Existing snow and ice guards on standing seal metal roofing will be removed and re-installed on new standing seam metal roofing. Dormers and other architectural items with exterior vertical surfaces will receive new flush panel metal wall systems as indicated on drawings.
NKCC-21a-16 Bid Package #21a – Door, Frames, and Hardware REBID
NKCC-21a-16 Bid Package #21a – Door, Frames, and Hardware REBID
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 95,000sf 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.
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
Housing Authority of Danville – Roof & Siding Work
Housing Authority of Danville – Roof & Siding Work
PROJECT DESCRIPTION: Work will include the following: HOUSING AUTHORITY OF DANVILLE – CFP 501-16, ROOF AND SIDING WORK
AMP 101 – LINIETTA KY 14-07 & BURCKLEY KY 14-09
AMP 301 – COYLE KY 14-10
CALL 400 CONTRACT ID 161048 CRITTENDEN COUNTY FD04 SPP 028 0641 NEW LOC : MARION-FREDONIA ROAD(US-641) RELOCATION OF US-641 0.19 MILES SOUTH OF EXISTING US-641 IN FREDONIA EXTENDING NORTH TO APPROXIMATELY 0.55 MILES NORTH OF CAMPBELL LANE IN MARION. ASPHALT SURFACE WITH GRADE & DRAIN. SYP NO. 01-00187.23.
CALL 106 CONTRACT ID 161256 JEFFERSON COUNTY NHPP IM 2653 (039) : I-265 INTERCHANGE AT OLD HENRY ROAD (KY 3084) (MP 28.280) REDUCE CONGESTION AND IMPROVE SAFETY AT THE KY 3084 (OLD HENRY ROAD) INTERCHANGE (MP 29.100), A DISTANCE OF 0.82 MILES. JPC PAVEMENT. SYP NO. 05-00474.00.
CALL 105 CONTRACT ID 161249 GRAVES COUNTY STP BRZ 0103 (369) : RULE SHACK ROAD (CR 1384) (MP 0.403) REPLACE BRIDGE ON RULE SHACK ROAD OVER IC RAILROAD 0.4 MILE EAST OF KY 339 (MP 0.443), A DISTANCE OF 0.17 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 01-01147.00.
CALL 104 CONTRACT ID 161240 MAGOFFIN COUNTY STP BRO 5353 (007) : LICK CREEK ROAD (KY 2019) (MP 2.898) REPLACE BRIDGE ON KY 2019 OVER LICK CREEK 0.055 MILE S OF KY 3334 (MP 2.938), A DISTANCE OF 0.18 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 10-01098.00.
CALL 103 CONTRACT ID 161229 MARTIN COUNTY STP BRO 0401 (084) : INEZ-LOVELY ROAD (KY 40) (MP 19.630) REPLACE BRIDGE ON KY 40 OVER BUCK CREEK AT THE KY 2031 INTERSECTION (MP 19.700), A DISTANCE OF 0.07 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 12-01112.00.
CALL 102 CONTRACT ID 161216 HARLAN COUNTY STP BRO 1103 (304) : HARLAN-LIGGETT ROAD (KY 72) (MP 6.539) REPLACE BRIDGE ON KY 72 OVER CATRON CREEK AT INTERSECTION OF KY 72 AND SMITH LANE (MP 6.579), A DISTANCE OF 0.40 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 11-01087.00.
This project is to generally improve the domestic hot water systems for the Western State Hospital in Hopkinsville, Kentucky. Specifically the improvement will be replacement of the existing heat exchanger heads, valving, piping, domestic hot water thermostatic mixing valves, and installation of domestic hot water recirculation piping, hot water recirculation pumps, controls, and electrical power. The trades involved include, but are not limited to: demolition; plumbing; and electrical.
The project will consist of the renovation and upgrades to a portion of the existing 3rd floor of the Bingham Building at Central State Hospital. Work consists of general demolition and new construction for renovated offices. An Alternate is included for select demolition and new construction of new public restrooms.
Work related to electrical consists of limited demolition of the third floor electrical systems including lighting, receptacles, data/voice cabling and jacks, new information technology data/server rack, installation of fiber optic cable backbone, fire alarm system and new video intercom.
Work related to mechanical consists of limited demolition and renovation of the third floor mechanical systems. Project will be constructed under a single prime contract.
Hart County Schools – Paving at LeGrande, Cub Run, & Memorial Elementary Schools
Hart County Schools – Paving at LeGrande, Cub Run, & Memorial Elementary Schools
PROJECT DESCRIPTION: Furnishing of all labor, materials, supplies, tools,
services, etc., necessary for:
HART COUNTY SCHOOLS – PAVING
AT LEGRANDE ELEMENTARY, CUB RUN ELEMENTARY, & MEMORIAL ELEMENTARY
If ordering a CD or Download, you must first sign and return the Electronic Release form to Lynn Imaging (email to: distribution@lynnimaging.com).
The new 2-story, Educational Alliance Center will be constructed on the north side of the Middlesboro Campus for Southeast KCTC. The base bid building is approximately 27,000sf. LEED certification will be pursued for this project.
The building will include: A Nursing department, an Aviation lab, Assembly areas, Internet café, general and computer classrooms, faculty offices, administrative and supports spaces. The project will also include a 2-stop hydraulic elevator.
The foundation will include a 10-inch thick concrete slab, concrete grade beams supported by auger-cast piles, all steel reinforced. The second floor will be framed with precast concrete planks supported by reinforced masonry walls. The equipment platform will be a composite concrete/metal deck. The roofs steel-framed.
For HVAC, chilled water will be provided by air cooled chillers, HVAC hot water will be provided by gas fire boilers. Classroom and multipurpose areas will be served using fan coil units. Offices and other small areas will be served by a central VAV air handling unit and single duct terminal units with reheat coils. Outside air will be fed to the system using a central dedicated outside air unit.
Existing site infrastructure will be utilized to extend utilities to the new building. The service into the building will be 277/480V/three-phase. The internal distribution system will provide 277/480V/three-phase power to equipment loads, 277V power to lighting loads, and 120V power to receptacle loads. The project will include a fire alarm system, telecommunications systems, and rough-in for Owner-provided AV and security systems.
Flood Gate 136 Actuator Replacement Project and Flood Gate 145 Electrical Service and Actuator Replacement Project
Contract No. 15702, Budget ID No. F16021
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of Flood Gate 136 Actuator Replacement Project and Flood Gate 145 Electrical Service and Actuator Replacement Project Contract No. 15702 , Budget ID No. F16021, Drawing Record No. 15702, SHEETS 1-6, and Record No. 15703, SHEETS 1-7, will be received at the office of MSD until Thursday, September 29th, Local Time,10:00 am, and will be publicly opened and read at that place and time.
Description and location of Project: The parts and labor to replace electrical actuators and upgrade electrical components at flood gates 136 and 145. Site access near Lee’s Lane and the Farnsley Moremen Landing, respectively, Louisville, KY.
The project generally consists of the following: 1. Complete tear-off of existing roof membrane down to Tectum deck (at West Roof) and metal deck substrate (at East Roof). 2. New retrofit roof drains installed in all existing drain bowls. 3. Installation of new sheet metal coping. 4. Installation of new rigid insulation over vented base sheet on Tectum deck at West Roof. 5. Installation of new rigid insulation over metal deck at East Roof. 6. Installation of 1/2″ fiberboard over rigid insulation. 7. Application of new 2-ply SBS Modified-Bitumen roof system. 8. Miscellaneous other work as described in documents.
The Work in this Project shall include all labor, materials, tools, equipment, and services required to construct and install the complete and operational systems described herein and on the Drawings. The Project includes clearing, grubbing and disposal of all debris from the proposed roadway corridor. Additionally included in this project is all earthwork and grading necessary to construct approximately 2630 feet of gravel roadway as outlined in the project plans and specifications. Roadway construction will include the installation of N-12 HDPE roadway culverts an associated headwalls. Soil preparation, and seeding and erosion control for the affected areas are included in this scope of work. The Work will include supplying, installing, and testing to ensure proper operation of all systems. Alternate #1: this project will include a 4″ thick asphalt base layer along length of the proposed roadway. Alternate #2: 2″ thick asphalt surface layer on a 4″ thick asphalt base layer along the length of the proposed roadway.
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.
The Project consists of the replacement of basement and first floor wood windows, repair of stone lintels, and related work. Work must conform to the highest level of craftsmanship and to the Secretary of the Interior’s Standards for Preservation.
CCK-2157-17 Student Center BP4 Audio Visual and Sitework – 2396.0
CCK-2157-17 Student Center BP4 Audio Visual and Sitework – 2396.0
PROJECT DESCRIPTION:
The Student Center Renovation and Expansion project is a new low rise multi-purpose building addition to
the existing 1938 Student Union building that also incorporates the existing 1924 Alumni Gym into its
footprint located on the Avenue of Champions at South Limestone Street. Including the 1938 and 1924
building floor areas of approximately 100,000 square feet, the completed building will consist of an
approximate total floor area of 378,000 square feet.
The Work of this project consists of site preparation with the complete removal of the existing 1963, 1982
and 2008 additions to the 1938 Student Union Building, including hazardous materials abatement, the relocation and reworking of site utilities; new construction of reinforced concrete foundations of footings
and piers, grade beams and foundation walls, upon which will support structural steel framing with composite floor decks above grade and at-grade slabs on grade; exterior insulated brick masonry veneer, metal cladding, glazed curtain wall fenestration and roofing on metal decking containing clerestory and
sky-lighting features which make up the building envelope; interiors consisting of gypsum and glazed walls, gypsum and acoustical ceilings and other advanced and well-appointed interior finishes that
complete this technologically advanced and secure facility that provides the essential needs of all
University of Kentucky students, faculty and staff. Efficient and sustainable heating, cooling, lighting and
communications systems are incorporated for safety, security, comfort, energy conservation, and ease of
operation.
Bid Package 04 – Audio-Visual and Sitework
In general, Bid Package 04 includes all of the necessary and required work items and activity needed to
provide completely the building’s integrated audio-visual systems in select rooms and in public spaces
throughout the building in the new construction and renovation areas and to provide the Project’s site work of excavation and final grading, site improvements including concrete paving, bituminous-paved parking
lot, sidewalk and plaza pavers, site walls and seat walls, and site accessories. Landscape plantings, sod
work and seeding will complete the sitework portion of this Bid Package.
Work of the Project includes: 1. Full tear off of existing low slope roof systems and replacement at Cottages 101, 114 and 115. 2. Construction of a new insulated low wall in front of the existing clerestory finished with new aluminum wall panels. 3. The work also includes permanent removal of existing ornamental steel vent stacks, repair roof deck using .25″ steel plate, and protection of or reinstallation of existing PVC vent pipe that is still in use. 4. All other work shown on the Contract Drawings and/or included in the Project Manual. 5. Roofing and new insulated low wall in front of existing clerestory at Cottage 113 is work of Bid Alternate One.
