The Kentucky State Police is proposing to build a new communications tower site named 0805 Pine Ridge. The new structure will be a 250’ tall latticed steel self-supporting tower designed to accommodate a future 50’ extension. The tower site will require a new equipment shelter, generator, and propane tank.
This project involves installing structural foundations, erecting the new tower, installing all necessary site components, and completing all exterior improvements per the project drawings. The new tower steel and hardware, equipment shelter, generator, and automatic transfer switch (ATS) will be provided by the Kentucky State Police. The contractor is responsible for the transportation and delivery of all site components to the project location. The contractor is responsible for the coordination of delivery and receipt of the new tower steel and hardware from the tower manufacturer.
The project also includes the demolition of a self-supporting tower in the same location of the new tower site and the demolition of a guyed tower and compound at a different site location. These demolition efforts cannot begin until the Kentucky State Police successfully installs their communication equipment on the newly erected tower.
Roman Catholic Diocese of Lexington – Holy Spirit Parish & Newman Center Addition
Roman Catholic Diocese of Lexington – Holy Spirit Parish & Newman Center Addition
The proposed work will contain approximately 11,400 gross square feet of new
construction and 2,100 net square feet of renovation.
The new building is a two-story facility, which includes site work, parking lot, courtyard, concrete foundations and slabs,
structural steel framing, glue-laminated construction, a geothermal well-field, mechanical and electrical systems, power, data,
and security systems. Exterior scope includes brick and composite wall panels over cold-formed metal framing, glass
curtainwall system, aluminum windows, and PVC roofing system. Interior building finishes include carpet, resilient flooring,
ceramic tile, hollow-metal glazed frames with wood doors, gypsum drywall partitions, acoustic panel ceiling, painting,
millwork, and other interior finishes. The renovation scope in the existing building includes mechanical and electrical system
upgrades and new PVC roofing system. Interior building finish renovation scope includes new acoustical ceiling, painting,
millwork, and carpet. The Contract Period is anticipated as 425 calendar days to Substantial Completion and 30 additional
calendar days to Final Completion.
Menifee County Park – Softball & Baseball Field Improvements
Menifee County Park – Softball & Baseball Field Improvements
The project will consist of turf field upgrades, new press boxes, field lighting, and
chain link fencing. Alternate bids will be as described in the bidding documents and section 01800
Alternates. The detailed language specific to each bid package is located in section 01900 of the project
manual.
The expansion of the Elizabethtown Community and Technical College Leitchfield campus will
construct a new single story, standalone 16,733 SF building directly west of the current sole campus building.
This new facility will house Industrial Maintenance Labs, Nursing and Health Science Labs, new classrooms and an open office administration suite with a workroom and conference room.
Exterior wall construction will consist of loadbearing CMU and structural steel on reinforced concrete stem wall and spread footings. Spray foam insulation with brick and metal wall panel comprise the exterior skin of the building. The roof system will be 2-ply SBS roofing over low-slope tapered polyiso insulation board to internal roof drains on level roof structure. Interior walls will be a combination of CMU bearing walls and metal stud with gypsum board. Flooring will be a combination of VCT, sealed concrete and ceramic tile flooring. Ceilings will be primarily acoustic lay-in tiles accented by gypsum board soffits and bulkheads.
Heating and cooling are provided by water source heat pumps supported by boilers and a fluid cooler. Ventilation is provided by a dedicated outside air unit. Domestic hot water is provided by a gas water heater.
The project consists of 1. The removal of 68 existing detention windows, including masonry at lintels, flashing, and steel lintels at window heads., 2. Installation of new detention windows, including new masonry to match the existing, new flashing, and new steel lintels at new windows., 3. Repair of damaged edges of concrete wall panels & 4. Applying water repellant coating to removed/ replaced masonry at window replacement areas.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
Drainage from pre-law mining has lubricated a hillside and caused a slide at a site in Perry County, Kentucky. A combination of excavation and drainage controls will be implemented to remedy this issue. The project site (approximately 2.9 acres total with an expected 2.0 acres of disturbance) is located at 37.323053° N, 83.250232° W. The physical address is 325 Harvey Lane, Hazard, KY 41701 and is located off KY-15. Within the unstable area, a total of 1.0 acres of trees will be disturbed. Within the stable areas, a total of 0.5 acres of trees will be disturbed. The waste area (total area approx. 3.6 acres with an expected 2.0 acres of disturbance) is approximately 4.0 miles from the project area and is located at the following coordinates: 37.301001° N, 83.228472° W. It is a waste area that has been utilized for previous AML projects. If required, AML will elect to make a voluntary payment to the Imperiled Bat Conservation Fund in accordance with a determination from USFWS.
This project is a one for one lighting replacement of the Webber Building on the Department of Criminal Justice Training Campus. In the Webber Building, all existing light fixtures will be replaced with new LED light fixtures. Some ceiling grid rework will be required.
This project includes the removal of an existing foam system over concrete deck on the Hopkinsville Community College Academic Building and the installation of a new roofing system. The new system will consist of a modified bitumen roofing system over wood fiber cover board and 4″ of rigid insulation on top of the existing concrete roof deck. Additionally, the existing solar array is to remain in place during construction and flashing details incorporate the solar array connection points into the roofing system accordingly.
Estimated Length of Project:
(Substantial Completion) + 365 Calendar Days (Final Completion)
Site # 1&2
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 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. Travel approximately 0.2 miles and turn right into the driveway located at 100 Maple Creek Road. To access Site #2, drive just past this driveway and keep right. Follow dirt path to pond.
Latitude: 36°45’43” Longitude: 84°3’10”
Site # 3
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”
The Project will upgrade the building automation system in Central State Hospital Units 201A through 201H, 201J, and 201K, a total of ten contiguous Units located in the Main Hospital. The work of the Project involves removal of the existing pneumatic BMS system and above ceiling VAV units. Upgraded system components include BMS front-end, DDC controls, terminal units, DOS thermostats and all associated wiring, hardware, raceways, and programs for a fully operational building automation system. All work of the Project must be performed in accordance with the ICRA guidelines established by CHS. Work must be coordinated with CSH and performed within the work periods established by CHS.
This project intends to repair and stabilize the deteriorating exterior of the dorm units at Northpoint Training Center. Work will include replacing spalled and missing masonry, repairing vertical cracking and step cracking with helical ties, removing unstable masonry, and replacing with new masonry using a new mechanical tie-back system. All masonry will be cleaned and coated in a water repellant. Window repairs will include removing and installing new sealant and replacing deteriorated stone windowsills with new where specified. In addition, window metal security grates will be removed, repainted, and reinstalled with new fasteners after repairing any related masonry damage.
The Kentucky State Police, Post 11, Building Renovations project is being undertaken to extend the usable life of the building and to maintain the weather resistance. The existing roof assembly is a modified bitumen on a single slope, surrounded by parapet walls. The existing scuppers have no crickets to direct the water flow. Scuppers extend beyond the face of the parapet and daylight at the roof level where storm water drops to a concrete splash pad at grade.
The roof will be replaced with a new SBS modified bitumen roof assembly, cover board, and insulation. The building will also receive new scuppers (at new locations), conductor heads, downspouts, metal coping and accessories such as a roof access ladder.
The façade is showing many signs of decay, as there are many visible areas of cracking in the brick and signs of attempted repair with sealant and/or spray foam. The building has exposed steel beams around the façade that are showing signs of early deterioration. The masonry above the steel beams will be removed to install new through-wall flashing and reconstructed from the salvaged masonry. The remaining damaged masonry will be repaired, and the exposed beams are to be cleaned, painted with anti-corrosion paint (exterior and interior). The exposed exterior of the beams are to be covered with an insulation and metal panel wall assembly. The building is also to receive new storefront windows (ballistic Level 3 rating) and masonry infill of the existing garage doors to better accommodate the needs of the user group. Finally, all the existing and repaired masonry is to be painted with breathable, exterior-grade masonry paint.
Demo entrance area including cladding, trims, door, stoop and replace with new.
Demo steps and add new steps, ramp.
Demo wall between the bathroom and the office to renovate the (2) spaces into a new ADA bathroom with new finishes, fixtures & accessories.
This project consists of replacement of the packaged chiller and associated equipment at the RPC Phase 1 Building at the Elizabethtown Community & Technical College (ECTC) Main Campus. The work generally consists of, but is not limited to, the following: removal of 200-ton chiller, installation of 300-ton chiller, replacement of chilled water pumps, the addition of pump VFDs, and the installation of capped valves for future connection to Occupational Technology Building (OTB) 100. Trades involved include, but are not limited to, the following: demolition, HVAC piping, HVAC insulation, electrical, temperature controls, and building automation system integration.
This project will replace all exterior windows and aluminum entry doors at Bradford Hall at Kentucky State University. As part of the window replacement, existing steel lintels will be remediated or replaced as necessary, exterior brick will be cleaned, all exterior hollow metal doors and frames will be replaced, new entry security hardware, and several new brick expansion joints will be added to alleviate the expansion causing cracks to open in the exterior envelope. To protect the building envelope, several existing trees and vines growing on the brick will be removed, and an abandoned mechanical enclosure will be demolished. A new entry canopy at the main entrance and a small canopy at the landing entrance to the Business Wing will also be added. To hide the loading dock that faces Main St., a new screen fence will be erected along the existing drive. GC shall work with KSU’s Campus Security system hardware supplier & installer. An Allowance shall be provided for this work.
The project involves reroofing work at the DMA – National Guard Armory in Brandenburg, KY. The existing approximately 18,500 square foot roof to be removed is a two-ply modified bitumen roof on metal deck. The new roof system is a Two-Ply SBS Modified Bitumen in cold adhesive over cover board over rigid board insulation system. The first layer of insulation will be mechanically fastened. Additional layers and coverboard will be set in two part foam adhesive. All existing prefinished metal coping caps, roof drains, metal roof splashes, flashings, accessories, and terminations will be removed and replaced with new components. Existing roof gutters, downspouts, and scupper collector heads are to remain in place. The project also includes installation of a new roof hatch and a wall-mounted access ladder
This project consists of surgical structural repairs and restoration including selective demolition and replacement of columns, selective demolition and replacement of masonry, and mass shoring and resupport of existing timber beams and trusses on new columns. Carpentry work shall be considered architectural and highly skilled in craftsmanship. Shoring is to be installed in a planned methodical sequence under the supervision of a Professional Engineer. Architectural work includes removal and restoration of historical windows, doors, and trim. Select removal and reinstallation of electrical circuits and fixtures are to be performed as required. Complete exterior and new interior work to be painted. Work includes minor grading, seed and straw, and drainage lines at the exterior.
The KVA – KVCN Roof Replacement project is being undertaken to replace a storm-damaged slate roof on the administration building at the Kentucky Veterans Cemetery North in Williamstown, KY. The roof will be replaced in-kind with a new slate shingle roof assembly, replacement of damaged sheathing, and new snow guards. Flashings, gutters, and downspouts are anticipated to remain in place.
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
In a previous project 2 portals were closed by sealing the entrances with blocks and mortar. One portal was used as a water supply for the local community. An overflow pipe and human access door was placed in the block wall for that portal. Over time the mortar has failed and the portal cannot hold enough water to supply the community.
The abatement planned consists of removing the old wall and pouring a concrete footer approximately 1 foot higher than the bottom of the existing human access door. A new access door and overflow pipe will be installed at this elevation and the remainder of the opening will be sealed again with block and mortar.
Estimated Length of Project:
(Substantial Completion) + 510 Calendar Days (Final Completion)
The 24019AMLBAML is in Muhlenberg County, Kentucky, at 37°17’31.45″N, 87° 5’38.93″W and will reclaim approximately 47.5 acres adversely affected by previous coal mining operations. The project contains 12.7 acres of unstable highwall or unstable slopes. The project consists of eliminating approximately 5.2 acres of mining pits and reclaiming 4600 linear feet of highwall. The soil slopes above the highwall in some areas are unstable and migrating down slope and left unchecked would encroach into the historic cemetery at the church that dates to the
1800’s. The pits will be backfilled with onsite mine spoil material at slopes no steeper than 3:1 with transitions as required. Blasting will not be permitted. The water in the pits will be treated and raised to a pH of 6 or greater prior to pumping for release. The backfill material for eliminating the highwall will be placed with moderate compaction effort in accordance with KYDAML Technical Specifications.
Estimated Length of Project:
(Substantial Completion) + 100 Calendar Days (Final Completion)
Removal of a slide that has occurred behind Mr. Johnson’s garage. The
slide is pushing up against the garage with about 0.11 acres being disturbed. This will allow enough room to construct a 110 LF permanent debris barrier wall behind the garage. Along with an 80 LF high non-reinforced block wall type 1 that will be located to the side of the barrier wall.
Also being installed will be one mine portal wildlife closure that is located next to the slide area and two standard non-wildlife mine portal closures that are in the slide area.
The project consists selective demolition and subsequent renovation of areas within the Walton National Guard Armory located at 183 Beaver Road, Walton, KY. Work includes demolition of existing Men’s & Women’s latrines, removal and subsequent offsite disposal of existing architectural finishes, plaster and acoustic ceiling systems, ceramic tile and vinyl flooring, concrete slabs, doors, hardware, concrete masonry partitions, plumbing, mechanical and electrical improvements. .
New work to be performed includes installation of new Men’s and Women’s Restrooms including new metal frame partitions, new fixtures and finishes, new phenolic plastic partitions and screens, new individual shower enclosures, lockers and benches. Finishes shall include new painted gypsum panel ceilings and walls, new acoustic tile ceilings, new porcelain tile wall finishes, new MMA flooring and base, solid surfacing countertops and stainless toilet accessories. New plumbing fixtures, light fixtures, switches and receptacles will also be installed. Adjacent to the Women’s Toilet Room will be a Lactation Room with acoustic ceiling, painted gypsum panels walls, MMA flooring, plastic laminate casework, lighting, switches and receptacles. In addition one, HC Metal exterior door is to be replaced in the Assembly Hall.
The Old State Capitol Annex Renovation – Selective Demolition Package project is an above ceiling investigation and stabilization of existing structural conditions of the building. The elements of the project include but are not limited to ceiling removal at multiple floors, structural stabilization repairs both temporary and permanent, and MEP equipment selective removal, as noted, to maintain power and fire protection requirements of the Old Kentucky State Capitol Building which is located next to the Old Annex Building. The building systems shall remain operational to maintain conditioned space in this historic structure.
