Project Description: The project scope includes HVAC equipment replacements and upgrades across five (5)
buildings at the KCTCS Gateway College. At the Boone Campus, the boilers and rooftop units
will be replaced, and an additional chilled water pump will be provided at the CAT Building,
and the chiller, boilers, and cooling tower will be replaced at the CAM Building. At the
Edgewood Campus, the chiller and boiler will be replaced, and the staged electric heating coil
in the air handling unit will be replaced with a SCCR heating coil at the SSC building, and the
boilers will be replaced at the Nurse and Allied Health building. At the Urban Metro Campus,
the Transportation building will have destratification fans installed and controls upgrades. An
add alternate includes envelope upgrades to a portion of offices and classrooms at the TIE
Building.
This project will initiate the design phase of the expansion of the existing Dorothea Smith Oatts Visitor
Center located at the Arboretum, State Botanical Garden of Kentucky for the Martin-Gatton College
of Agriculture, Food and the Environment. This project will expand and renovate various components
of the Visitor Center as well as site improvements adjacent to the existing building, all of which will
enhance and improve the visitor experience.
The design phase will also address other improvements to the Arboretum, including but not limited
to pedestrian access and safety enhancements, expanded parking areas, improved operations and
maintenance facilities, an education center, and overall improvements to the Walk Across Kentucky
trail system.
It is anticipated that the design will be constructed in phases, with the Visitor Center being
constructed in Phase 1, followed by other phases to be determined.
PROJECT CONSISTS OF THE RENOVATION OF THE EXISTING POOL HOUSE FACILITY INCLUDING MENS AND WOMENS LOCKERROOMS CONSESSIONS, AND OFFICE AREAS. THE EXISTING POOL WILL BE RENOVATED TO PROVIDE LIKE NEW WORKING CONDITION. A NEW SPLASH PARK WILL BE INSTALLED.
NO LEED REQUIREMENTS.
This project consists of exterior masonry repairs at the National Guard Armory in Danville, Kentucky. The work is intended to address areas of deterioration in the existing façade and restore the integrity and performance of the building envelope.
Work includes repairs to spalled, missing, and damaged brick; cracked, missing, and deteriorated mortar joints; and vertical, lateral, and step cracking in the masonry. Additional work includes repair of damaged concrete at foundations and windowsills, and removal and replacement of unmatched brick.
Northern Kentucky University – Civic Center Project
Northern Kentucky University – Civic Center Project
The building will be accessible on Friday, the 17th, from 10:00 AM to 11:00 AM if contractors would like to come by and tour the building.
This project is an alteration and addition of an existing 2-story building on the campus of
Northern Kentucky University. The existing building was constructed in 1977 and is not a
historic building. The project also includes a change of use on one level of the building from
assembly to business. The scope of work includes a new two-story addition to provide offices
and laboratory spaces for the Northern Kentucky Crime Lab and Northern Kentucky Medical
Examiner.
Work is generally to include: Demolition, removal and disposal of a portion of the existing
pavement, septic tanks and utility structures. The excavation, crushing, and placing of
approximately 5,280 bank cubic yards of on-site material for the regrading of the site. The
transport from an onsite stockpile, placing, compaction, and testing of approximately 4,248 bank
cubic yards of suitable material as structural fill for stability under the 15 house sites. Locate a
disposal site, transport and disposal of approximately 1,007 bank cubic yards of excess fill
material to a permanent offsite storage location. The construction of 85 LF of a gravity retaining
wall that is between 4.5 to 8.8 foot tall (as measured from the base of the concrete below
ground).
Estimated Length of Project:
(Substantial Completion) + 45 Calendar Days (Final Completion)
Reclamation efforts at the 23096AMLBAML (Maple Creek Subdivision (Porter Willis) Drainage) are still ongoing but due to an unforseen slide occurring behind the Dwayne Lee residence, additional earthwork was necessary to return the slope to a stable configuration. Adding the additional earthwork would have significantly increased the overall bid amount. Therefore, paving was completely removed from the contract and the additional earthwork was added. This project will only address bituminous repair efforts along Bunches Creek, Maple Creek Road and Maple Creek Subdivision Road. Directions to the three sites are as follows:
Site # 1-Maple Creek Road/Maple Creek Subdivision Road
Starting at the London AML office located at 85 State Police Road, take I-75 South for 30.1 miles then take Exit 11 towards Williamsburg/KY-92E. Travel 0.2 miles and turn left onto HWY 92W. Travel 0.3 miles and turn left onto S HWY 25 then travel 0.6 miles to stop light. Turn right onto HWY 92E towards Pineville. Travel 9.2 miles and turn left onto Maple Creek Road. Repair 1.5 miles of Maple Creek Road and Maple Creek Subdivision Road as directed.
Latitude: 36°45’43” Longitude: 84°3’10”
Site # 2-Bunches Creek Road
Starting at the London AML office located at 85 State Police Road, take I-75 South for 30.1 miles then take Exit 11 towards Williamsburg/KY-92E. Take left off exit ramp onto HWY 92W. Travel 0.3 miles and turn left onto S HWY 25. Travel 0.6 miles to stop light and turn right onto HWY 92E towards Pineville. Travel 5.4 miles and turn left onto Bunches Creek Road and travel 0.7 miles. Take first and second driveways on right to residences located at 760 Bunches Creek Road, Williamsburg.
Latitude: 36°45’11” Longitude: 84°6’13”
This project will only address sections of Bunches Creek Road, Maple Creek Road and Maple Creek Subdivision Road that have been determined by AML to have been damaged as a direct result of reclamation efforts associated with 23096AMLBAML. No permits will be needed for this project and no trees will be removed.
LHH Transformation Housing Affordability LLC – Transy-Haggard Radcliffe Development Project
LHH Transformation Housing Affordability LLC – Transy-Haggard Radcliffe Development Project
The scope of work for an approx. 12.5 acre site for a mixed housing development located at 495 Radcliffe Road, Fayette County, Lexington, Kentucky. The project includes, but is not limited to site clearing and grubbing; demolition of existing site improvements; erosion and sediment control; mass grading and fine grading; parking lot pavement and pavement striping; maintenance of traffic; public roadway construction, including roadbed grading, sub grade compaction, aggregate base, pavement base, pavement surface, pavement striping, crosswalk striping, exterior signs such as ADA and stop signs, concrete curb and gutter, and concrete sidewalk; street lighting; landscaping; and utility construction and installation for both public and private improvements.
Utility work includes, but is not limited to, sanitary sewer, storm sewer, underground detention,
water lines, including potable water and fire protection lines, fire hydrants, conduit and pull-
string installation, and coordination for fiber, communications, cable, and electrical services. The
work also includes site lighting and related appurtenances necessary for a complete project.
CCK-2590.29-4-26 – Central Heating Boiler Replacement – GC Bid
CCK-2590.29-4-26 – Central Heating Boiler Replacement – GC Bid
The Central Utility Plant building was built in 1936, with the addition in 1949, and is designated as a
historic structure. All work shall be performed in a manner that preserves and protects its historic
character and features.
This project consists of demolition, structural modifications, and installation of new mechanical,
electrical, controls, and plumbing systems to support the addition of a 100,000 lb/hr boiler within the
central heating plant.
Work includes completion of remaining demolition of existing piping systems and water softening
equipment. The existing electrical generator and associated support systems will be removed from the
central heating plant and relocated to Cooling Plant No. 2. A new electrical generator, along with all
required supporting components, will be installed within the central heating plant to serve the
upgraded facility.
To accommodate the installation of the new boiler, a portion of the existing exterior wall will be
removed and subsequently reinstalled following equipment placement. Structural modifications
include infilling of existing pits and construction of a new trench to support installation of the boiler
and associated systems. The trench will provide routing for piping and drainage infrastructure
required for the new equipment.
New access catwalks will be installed around the boiler to provide safe and adequate access to critical
maintenance and operational components.
Mechanical scope includes installation of new water softeners, a brine tank, and associated piping and
support systems to meet the operational requirements of the upgraded boiler system.
Plumbing work includes installation of new floor drains within the trench, along with additional
drainage components necessary to support boiler blowdown, equipment drains, and general plant
drainage requirements.
Controls scope includes integration of the new boiler and associated equipment into the central plant
control system. Work includes installation and programming of new control panels, field devices, and
instrumentation; implementation of boiler sequencing and lead/lag control strategies; integration with
the existing building automation system (BAS); and provision of alarms, trending, and operator
interface graphics to support safe and efficient plant operation.
Demolish the existing DA tray spray head through the roof of the existing CUP plant. Add new
isolation valves on the low-pressure steam and boiler feed water lines to allow for continuous
operation of the temporary DA, during removal of the tank spray head. Install the owner-provided
tray spray head on the existing tank, along with owner-provided safety relief valves. After
installation of the spray head, extend the doghouse structure above the roof and add an additional
upper-level platform around the tray head to allow for future maintenance, as well as providing
access from the roof.
Knox County Board of Education – Central Office Renovation
Knox County Board of Education – Central Office Renovation
The project site is located at 207 Hospital Drive, Barbourville, KY 40906. The bid is to furnish all
necessary labor, materials, tools, machinery, warranties, and all other items required to meet
the plans and specifications. Work to include, but not limited to: Interior finishes, casework,
electric, plumbing, HVAC, Fire Alarm, Metal Stud Framing, Gypsum Sheathing and Acoustical
Ceilings.
This project will generally consist of renovations to two interior spaces in the existing Kentucky State Penitentiary and an exterior pad location. The renovations in the mailroom spaces consist of floor demolition, structural repairs, ceiling and selective wall demolition, window replacements, sprinkler replacement, HVAC replacement, lighting replacement, and updated electrical. The exterior work include demolition of existing site concrete, repairs to storm water piping and inlets, and connection of downspouts to the stormwater system. Trades involved shall include but are not limited to: demolition, concrete, exterior utilities, windows, flooring ceilings, fire protection, mechanical, ductwork, and electrical.
Eastern Kentucky University – Commissioning Services for Model Laboratory K-12 School
Eastern Kentucky University – Commissioning Services for Model Laboratory K-12 School
This project is a brand new P-12 teaching lab that
will serve as a living, learning laboratory for EKU students. The building is a 268,400 square foot 3-story
building that includes classrooms, offices, laboratories, media center, Kitchen/Cafeteria, Performing Arts
Center, Competition Gymnasium and auxiliary Gymnasium that will serve as a storm shelter.
The replacement of approximately 82 LF of 18” PVC gravity sewer (approximately 18’ deep),
replacement of two junction structures, replacement of approximately 20 LF of 12” diameter
PVC force main, replacement of approximately 15 LF of 14” diameter PVC force main,
maintenance of sanitary flow/bypass pumping, in addition to all equipment and services required
to complete this work, asphalt roadway restoration, grass restoration and all other items shown
in the plans and mentioned in these specifications for a complete project.
Jackson County Water Association – KY 30 Waterline Extension (North)
Jackson County Water Association – KY 30 Waterline Extension (North)
The project consists of relocating approximately 35,000 L.F. of
8” PVC & D.I. waterline and all necessary appurtenances. The engineer’s
estimate for the total base bid is $2,775,000.
This project intends to reroute a segment of gravity line and replace an existing Pump Station and Force Main serving the I-65 Northbound Welcome Center in Simpson County, KY. The gravity portion will require directional bore under a pavement segment to maintain truck traffic. The manhole immediately upstream of the station will be replaced with a “pretreatment” grinder/manhole combination called a “Muffin Monster”. The current station has developed consistent malfunction and requires the KYTC to mobilize a pump trunk to evacuate the existing pump station wet well at an exorbitant monthly cost. It is suspect the existing force main has developed downstream issues affecting the ability of the existing system to function. The KYTC, through the KY Dept of Finance and DECA, elected to replace the station and force main. A portion of the force main traverse’s private property (KY DOWNS Gaming, Horse Racing and Hotel Complex) and will require a utility easement for new routing until it ends at an existing sewer manhole owned and maintained by the City of Franklin. This manhole will be reconstructed as part of the project.
Stabilize/reseed all disturbed areas affected by the scope of work.
The Madison County Extension Office Renovation project consists of conference, education,
instruction kitchen, soils lab services spaces, along with private office space supporting the
extension office agents.
Estimated Length of Project:
(Substantial Completion) + 500 Calendar Days (Final Completion)
The project consists of a single site located along and adjacent to Trace Branch Road in the Hazard community of Perry County. A large slope failure, encompassing approximately 1.25 acres, has significantly impacted Trace Branch Road. Perry County continues to perform routine maintenance on this section of roadway to ensure continued access for the sixteen residents located beyond the slide area, as this roadway represents the sole means of ingress and egress. In addition to roadway damage, the ongoing slope instability has resulted in repeated failures of the primary water distribution line serving these residents.
Estimated Length of Project:
(Substantial Completion) + (Final Completion)
The BASE BID Work shall include removal of existing low level drawdown system and installation of new reinforced concrete stop log guide walls including new sill and slots for new stop logs, and installation of a new low level drawdown system including new gate thimble, concrete overlay, and concrete operating platform. Leakage reduction items include installation of PZC-18 metal sheet piling along the specified corridor and backfilling the area between sheet piling and upstream face of the dam. On the downstream face perform masonry joint repairs, masonry stone replacement, and tree removal to support leakage reduction. To improve site safety along the concrete walkway, remove and replace existing pipe handrail with OSHA and IBC-compliant handrail system with safety gate at the new gate operator. Existing siphon pipe is to be extended upstream of the sheet piling and existing water line along the walkway handrail for reinstallation or to be replaced in-kind.
Demolition Work shall include full or partial demolition of the following existing structures: pipe handrail along the walkway, existing gate, stem, operator, and components. Localized chipping/demolition of the concrete slab near reported near the bottom of the existing gate may be required to accommodate installation of the new low level drawdown system.
The CONTRACTOR’s Work shall also include site safety, maintenance of traffic, water control, site security, and site cleanup.
Replacement of approximately 8,500 linear feet of existing water line downtown Sturgis with
new 7,600 linear feet of 6-inch PVC water line, 900 linear feet of 6 -inch ductile iron water
line, fire hydrants, approximately 100 meter assemblies, gate valves, and appurtenances.
