Wayne County Hospital – PT & Clinic Addition & Renovation
Wayne County Hospital – PT & Clinic Addition & Renovation
The Project consists of the construction of an addition and renovation to the existing facility, to contain
new clinic and physical therapy operations. Interior partitions will be gypsum board on metal studs.
Interior doors will be factory-finished solid core wood in both aluminum and hollow metal frames.
Construction and installation of casework is included as part of this contract. Finishes include, but are not
limited to, luxury vinyl tile, carpeting, paint over gypsum board, and suspended acoustic panel ceilings.
Marion County Board of Education – Marion County High School Renovation & Addition
Marion County Board of Education – Marion County High School Renovation & Addition
The renovation of the existing Marion County High School will be a multi-phased
project renovating the majority of the school. Work will include selective demolition of existing
partitions, finishes, mechanical and electrical systems, portions of the exterior wall and a re-roof of the
school except for the gymnasium. New construction consists of new partitions, finishes, elevator and
new mechanical and electrical systems. An expanded main entrance and add-alternate for a CTE
classroom are the additions as part of this project. Site work involves new outdoor Ag Yard,
mechanical yard, new visitor drive with parking lot, and paving at both main entrances.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed Kathleen Godsey Slide HP AML Reclamation Project, approximately 1.75 acres total, consists of a landslide that is affecting the Messer Family Cemetery. The slide is just southeast of the residence and is approximately 60 feet wide and 250 feet long. The scarp line begins at the pre-law contour cut bench and the slide extends through a portion of the cemetery and continues downhill toward Combs Branch. Further movement of the slide poses a high risk of damage to the 7 graves, headstones, and chain link fence in the cemetery. The project is at the end of Fred Messer Cemetery Road in the upper reaches of Combs Branch, just off Kentucky Route 476 in Perry County. The site is located in the Hazard North Quadrangle. The slide may be located within the cemetery at 37° 19 ‘ 32.26″ N, 83 ° 08 ‘ 57. 90″ W.
To reach the site from the intersection of KY Route 476/ KY Route 550 Travel west on KY Rt. 476 for 1.6 miles toward Hazard, turn right onto Fred Messer Cemetery Road and travel 950 feet to the end of the road. The slide and cemetery will be to your right.
Reclamation will entail the removal approximately 5,000 cubic yards of slide material above the cemetery. This unstable material will be moved to a fill area adjacent and downhill of the cemetery to prevent further slide movement in the area. This will also bisect the existing slide and will direct any drainage away from the cemetery. The removal of this material will eliminate existing access to the mine bench. An existing road will be opened up to provide landowner access. Sediment will be controlled by installation of silt fence and or hay bale checks. All areas will be graded, drainage controls installed, fertilized, seeded, and mulched.
The project site has previously been disturbed by landslide movement, coal mining operations, house seat development, utility installation, road construction, and landowner activities. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
Construction disturbances will be kept to a minimum with a sediment and erosion control program. Prior to beginning any major earth disturbance, all silt control measures will be installed. These include silt traps and silt barriers (bales & silt fence) at the project site and the waste area. All trees to be removed are in the impacted unstable area. All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, residential or wildlife seed, and mulch, as necessary. Standard measures will be used for dust control and work hours will occur during AML’s standard time frame of 7 am to 7 pm Monday-Friday with shorter hours for (critical) work items.
Access to the site is via county roads, residential driveways and yards, and an existing access road. This project will include maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community.
This project will include improvement to the site that was previously the WKU Foundation building. Upgrades
will include landscape walls, paving, concrete stairs, landscape plants, site lighting, and power.
The entire site shall be considered to be unclassified with regard to excavation.
Storm water management compliance shall be the responsibility of the contractor including NOI, inspections,
and reports. The main campus of WKU is an MS-4 permitted storm water entity.
Silt fencing placement and maintenance is the responsibility of the contractor.
Due care shall also be taken and to minimize any dirt/mud/debris from being introduced to the adjacent public
roadways and the contractor shall be fully responsible for the cleanliness of the surrounding sidewalks,
roadways, and surrounding property.
The site shall be kept clean and landscaped.
There may be events in the chapel that will require the contractor to clean up around the site in addition to every
day job clean up.
The surrounding site shall be protected during construction. The adjacent buildings (CAC, WAB, and the
Chapel) will be in operation during the duration of the project. Fencing and other methods needed to protect
these structure and the safety of pedestrians shall be provided by the contractor.
City of Mt. Washington – Contract 7 – Whitledge Lane Water Main Extension
City of Mt. Washington – Contract 7 – Whitledge Lane Water Main Extension
The program of work for which bids are to be submitted consists of approximately 4,050 L.F of 8-inch water main
and 250 LF of 10-inch HDPE water main including all related appurtenances and as shown on the Drawings and
described in the Specifications for the Contract No. 7 – Whitledge Lane Water Main Extension for the City of Mt.
Washington Kentucky.
CCK-2585-22 UKHC PAV H – Replace AHU S1 & S1A BP-02 TRADES – Trade Package 5 – Fire Suppression – REBID – 2554.0
CCK-2585-22 UKHC PAV H – Replace AHU S1 & S1A BP-02 TRADES – Trade Package 5 – Fire Suppression – REBID – 2554.0
The University of Kentucky received bids for Invitation for Bid CCK-2564-22 on August 19,
2021. There were no bids submitted for Trade Package 5 – Fire Suppression, so the project
team has decided to rebid this package to get bid coverage for this scope of work
Mountain Water District – Huddy Site #7 Waterline Relocation Project
Mountain Water District – Huddy Site #7 Waterline Relocation Project
The Project
consists of construction services for the Mountain Water District proposed Huddy Site #7 Waterline
Relocation Project which will consist of relocating and installing a portion of 8” waterline along KY
199 near Stone in Pike County, Kentucky.
Estimated Length of Project:
(Substantial Completion) + 120 (Final Completion)
The Niki Stanley Slide AMLRP will result in the disturbance of up to 3.3 acres, and
includes the complete excavation of a landslide threatening the turn-around and parking area at the head of the access drive for the Stanley residence, and the repair of a gabion ditch installed along the toe of the current landslide under a previous AML reclamation project (Boldman Slide AMLRP) that affected the site. Earthen material excavated from the landslide will be taken to fill areas along stable portions of a nearby abandoned mine bench. After the damaged portion of the gabion ditch is removed, a low-water crossing will be installed to allow the headwater of
Hunts Branch to be crossed in order to access the lower portion of the slide. Plans are for an excavated rock ditch to carry drainage down the slope formerly occupied by the slide to a new gabion ditch spur, which will then carry it to the reconstructed gabion ditch. Earthen material excavated from the project site will be transported to a nearby permitted Title V underground mine site, where it will be stockpiled for future use in reclaiming that site. The entire project area has been subjected to disturbances such as landslide activity, residential construction, road construction coal mining, and previous reclamation projects. Forested habitat may need to be disturbed in order to allow access to the upper portions of the landslide area. Other than the installation and removal of a temporary low-water crossing in a constructed drainway composed of a gabion ditch, direct disturbance of streams will not occur.
There will be no disturbance of any caves or cave-like habitats, specifically including
underground mine openings or workings. The off-road access, landslide area, and fill areas will be revegetated by means of the standard AML Reclamation Seed Mixture. Hydromulching and hydroseeding may be utilized within the area of the excavated landslide. The standard AML Residential Seed Mixture will be utilized in any areas of residential lawn that are disturbed.
Project consists of construction of approximately 4442 linear feet of 12” gravity sewer main and 71 linear feet of 8” gravity sewer main, along with dismantle of two existing pump stations in the City of Bardstown.
Franklin County Fiscal Court – Simon House First Floor Fit-up BP2
Franklin County Fiscal Court – Simon House First Floor Fit-up BP2
The Franklin County Fiscal Court is requesting sealed bids for the first floor fit-up of the former
Health Department building. Bids shall include any and all costs for items including but not limited to
permits, materials, special equipment and shall be itemized on the List of Unit Prices provided in the
bid form.
Replace the existing gas domestic water heater that is no longer working with a new electric water heater (similar to the existing) and modify piping to accommodate the new heater.
Demolish all the remaining old cooling towers, modify all the remaining structural steel,
sand blast and paint all the of the remaining existing unpainted steel and new steel installed,
install new frp grating and handrails, coordinate installation with owner supplied cooling tower
and pipe and wire new tower when installation of tower is complete.
Lee County Schools – Middle-High School HVAC Upgrades in Main & Auxilliary Gyms
Lee County Schools – Middle-High School HVAC Upgrades in Main & Auxilliary Gyms
The work includes the provision and installation of two new HVAC units, controls, duct work, hydronic
piping, power, fire alarm, and associated demolition work to upgrade the HVAC systems in the main and
auxiliary gymnasiums. The scope of work for this construction project includes but is not limited to:
selective building demolition, duct installation, hydronic piping, insulation, HVAC controls, power, fire
alarm, and miscellaneous structural supports. The work effort will be executed in one principal phase
beginning on or around December 1, 2021 and ending on May 2, 2021 (for Final Completion). The
building will be occupied during construction work. The Contractor will be required to coordinate the
contract work with daily school activities in the building and on the site.
This invitation is for replacement of the radiant heaters in the Weaver Gym as specified in the following event at Eastern
Kentucky University’s Richmond, KY Campus. The work includes furnishing all labor, materials, equipment and services
necessary for the complete project.
LFUCG – Kearney Ridge and Beaumont Woods Detention Basin Improvements
LFUCG – Kearney Ridge and Beaumont Woods Detention Basin Improvements
The project includes providing all construction supervision, labor, materials, tools, test
equipment necessary for the Kearney Ridge and Beaumont Woods Detention Basin Improvements.
Cawood Ledford Boys and Girls Club – New Gymnasium
Cawood Ledford Boys and Girls Club – New Gymnasium
The bid is to furnish all necessary
labor, materials, tools, machinery, warranties, and all other items required to construct a new Gymnasium Facility on existing vacant lot
CCK-2576-22 Construction of the Still & Maturation Buildings – 2526.0/2536.0
CCK-2576-22 Construction of the Still & Maturation Buildings – 2526.0/2536.0
Still Building:
Project is approximately 7,000 SF, mixed-use building including a full functioning distillery and
collegiate support spaces. Primary structure is steel framing and soil-bearing footings.
Exterior assemblies include continuous insulation, anchored stone veneer, metal panel,
storefront, curtain-wall, and coated foam roofing, and other work indicated in the Contract
Documents.
Maturation Building:
The new facility will complement the Still Building and provide an area for the sprits to age
and for research. It will consist of approximately 1,000-1,500 square feet of space with limited
HVAC requirements. It will be sited and coordinated with the Still Building.
Town of Clarksville – Pump Station 9 Influent Gravity Replacement & Beckett St Sewer Extension
Town of Clarksville – Pump Station 9 Influent Gravity Replacement & Beckett St Sewer Extension
This project involves the following:
– Approximately 316 LF of 12” Sanitary Sewer Lines and 3 associated manhole structures along Homestead Avenue and Norwood Avenue.
– Approximately 299 LF of 8” Sanitary Sewers Lines and 1 associated manhole along Bowling Avenue.
– Cleaning and abandoning of approximately 564 LF of gravity sanitary sewer.
– Regrading of approximately 330 LF of ditch and installation of approximately 248 LF of 1-foot wide concrete “V” ditch.
– Approximately 121 LF of 8” Sanitary Sewers Lines and 3 associated manhole in the alley
near Beckett Street.
