The scope of work includes the construction of approximately 2,430 linear feet of new concrete sidewalk and entrances, intersection curb ramps, and drainage.
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The work will consist of an exploratory pit and exploratory drilling to verify the #9 seam coal mine and location of rooms and pillars. During the exploratory drilling phase, AML employees will utilize a downhole camera to verify current conditions in the mine and to determine the extents of the rock and shale fracturing from the mine subsidence. Approximately 400 gallons of water will be required to flush each hole after drilling is complete to improve the performance of the downhole camera. The contractor should utilize a 400 -500 gallon “water buffalo” to ensure adequate water is available and can be used to flush the hole in 10-15 minutes. AML staff will make any necessary adjustments to the proposed hole
locations for grouting the coal seam. Six-inch plus diameter holes will be drilled to the #9 coal seam in the specified order. The hole will be cased through the soil horizon into solid competent rock with 6-inch diameter PVC pipe. A box utility trailer with sufficient volume capacity, Non-Woven, Polyethylene Geotextile Sediment Filter Bags or an equivalent system shall be used to capture all cuttings from all drill holes to minimize sediment deposits in the yards. Methane monitoring is the responsibility of the contractor, and if methane is encountered, the contractor must immediately implement a plan to secure the area. This may require the contractor to plug the hole or insert 3-inch diameter PVC casing to a minimum
of 10 ft above the ground elevation.
Estimated Length of Project:
(Substantial Completion) + 45 Calendar Days (Final Completion)
25090AMLBAML (Grant Combs Road Slide Phase II problems are located at
coordinates N37.2451, W83.1744 or Lat 37°14 ‘34.1562, Long 83°10’ 08.6520”. To
address this concern, AML is installing guardrails along sites 1, 2 and 3 as shown on
design drawing for a total of 370LFt. There are four sites GSI has repaired along
Grant Combs Road (See Planview). This is the only access for the residences, who
live along Grant Combs Road to enter and exit their homes. Project limits include
7.15 acres of road and slide areas. There will be a total expected disturbance of 0.00.
Within the unstable areas, a total of 0 acres of trees will be disturbed.
All four stabilization proposals were very similar in design and construction
approach. Each solution involved backfill to restore the roadway shoulder and
provide space for guardrail posts along the edge of the repaired road. Additionally,
the project will be performed under a road closure with traffic control, to ensure
safety during construction.
Project Description:
The Kentucky Department of Juvenile Justice Campbell Regional Juvenile Detention Center located in Newport; Kentucky seeks to replace the existing building hydraulic HVAC controls system with a new digital controls system. This project includes the removal of the existing system and the installation and startup of a new DDC controls system. System programming and startup are included as part of the project. The new system shall interface with the existing building equipment. The system is required to be interfaced with the Commonwealth Energy Management and Controls System (CEMCS) operated by the Division of Facility Efficiency under the Finance and Administration Cabinet. The existing gas-fired Makeup Air Unit (MAU) and exhaust fan serving the facility kitchen hood are also to be replaced under this project.
Columbia-Adair County Economic Development Authority – Green River Commerce Park Speculative Building No. 1
Columbia-Adair County Economic Development Authority – Green River Commerce Park Speculative Building No. 1
The project consists of the construction of a 42,035 sq. ft. pre-engineered steel speculative building in
the Green River Commerce Park on an existing build ready pad on Development Drive, Columbia,
Kentucky 42728.
The project will involve the construction of a 2.08 million SF, 895 bed facility – with the focus on the expansion of the
Expand Patient Care Facility project. The building will accommodate additional inpatient beds and clinical support services.
General services targeted for this location include, but are not limited to, adult and pediatric inpatient rooms, observation
spaces, operating rooms, minor procedures, diagnostic services, imaging services, pharmacy, retail, lab, administration,
support, and meeting spaces.
The Work is located in multiple locations around McCracken County, KY. The Work consists of
the Sewer Cleaning and Closed-Circuit Television inspection of approximately 107,000 linear
feet of 4-48” gravity sewer mains, together with all related work as specified and shown on the
Drawings
The project will involve the construction of a 2.08 million SF, 895 bed facility – with the focus on the expansion of the
Expand Patient Care Facility project. The building will accommodate additional inpatient beds and clinical support services.
General services targeted for this location include, but are not limited to, adult and pediatric inpatient rooms, observation
spaces, operating rooms, minor procedures, diagnostic services, imaging services, pharmacy, retail, lab, administration,
support, and meeting spaces.
The Project generally consists of the construction of a 110,000 SF building expansion east of the existing terminal.
The Work of the Project is defined by the Contract Documents and consists of, but is not necessarily limited to,
general construction work including cutting and patching, selective demolition, concrete, masonry, steel structure
and metal fabrications, casework, roofing, insulation, curtainwall and glazing, doors and hardware, interior finishes,
elevators and escalators, signage and wayfinding, and other work as indicated; civil work including paving, grading,
utilities, and other related work as indicated; mechanical work including HVAC, fire protection, plumbing, and other
work as shown; and electrical work including electrical demolition, panels, conduit, wire and cable, boxes, wiring
devices, lighting, low-voltage and technology systems, supporting devices, and other work as indicated.
City of Paintsville – Paintsville Utilities Waterline Relocation (B&W)
City of Paintsville – Paintsville Utilities Waterline Relocation (B&W)
The project consists of installing approximately 556 linear feet of 8-inch DR 17 HDPE (PE4710) waterline by directional bore to replace a section of existing 8-inch waterline that was washed out during a previous flood. Work includes connections to the existing waterline at each end of the bore, installation of isolation valves and permanent leak detection/sample taps, and all related fittings, appurtenances, restoration, and incidental work required for a complete installation.
The project includes renovation of an existing 5,000 SF +/- building to house the LRA offices. The building
is a currently unoccupied one-story, wood framed, slab-on-grade construction, formerly used as a credit
union office.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
Project Description:
Reclamation work consists of excavating four (4) existing collapsed/sealed portals to install necessary drainage control and to construct 210 L.F. of 2 ft flat bottomed ditch with approximately 280 L.F. of subdrain along the bench. There will also be installed 150 L.F. of ECB V ditch to handle any additional drainage/seepage from the bench slope that may be affecting the residence. This will discharge into constructed 120 L.F. of concrete block- tied mat which drains to installed 18 IN HDPE culvert with headwall. Staging area is proposed as you enter the property near the water meter. Total project area is 1.2 acres. The portals to be affected are collapsed/sealed but seeping. Water buildup on bench is noticeable and may cause instability of slope behind the residence.
Grayson County Water District – US 62 Water Main Relocation Phase 2
Grayson County Water District – US 62 Water Main Relocation Phase 2
The US 62 Water Main Relocation Project – Phase 2
consisting of the relocation of approximately 6,400 LF of 12-inch water main and all related
appurtenances as shown on the DRAWINGS and described in the SPECIFICATIONS
RFP-27-003 Southcentral KY CTC Replace Glasgow Campus
RFP-27-003 Southcentral KY CTC Replace Glasgow Campus
Project Description:
The Kentucky Community and Technical College System, Office for Facilities Support Services, on behalf of South-Central Kentucky Community & Technical College (SKYCTC) desires to procure professional architectural services and associated project team to accomplish the replacement of the Glasgow Campus – Phase I Nursing Facility at a new site location (to be determined before award of this project to the AE) in Glasgow, Kentucky.
KCTCS and its Southcentral KY Community and Technical College needs expanded space to properly support the College’s mission at Glasgow, Kentucky (Barren County). To accomplish this, a new site has been selected to start a new Glasgow campus where the existing campus functions will be relocated. The project will be accomplished in two phases: Phase I is to construct a new Nursing Facility on the new site to accommodate the nursing programs and Phase II to construct a new building to house the technical programs. This project will focus on Phase I.
Responsible Vendors who have proper experience and qualifications are invited to submit.
The goal of this project is to remove the existing roof system down to the existing roof deck and install a new Two-Ply SBS Modified Bitumen roof system. 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, gutters, scupper collector heads, downspouts, roof drains, metal roof splashes, flashings, accessories, and terminations will be removed and replaced with new components.
Magoffin County Water District – KY 542/1502 and KY 378 Water Project – Contract 2
Magoffin County Water District – KY 542/1502 and KY 378 Water Project – Contract 2
The proposed project consists of the extension of 1,840 linear feet of 3-inch waterlines, one pneumatic pump station, and all necessary appurtenances on KY 378 in Magoffin County.
Kentucky Dam State Park Airport – RW 28 Obstruction Mitigation
Kentucky Dam State Park Airport – RW 28 Obstruction Mitigation
This project shall consist of the mitigation of tree obstructions within the
Runway 28 Approach to Kentucky Dam State Park Airport (M34), located in Calvert City,
Kentucky. Work shall consist of tree removal and trimming, disposal of tree debris, erosion
control, site restoration and incidental work.
City of Lebanon – Contract No. 2 Collection System Improvements
City of Lebanon – Contract No. 2 Collection System Improvements
The project consists of approximately 670 LF of
8” PVC gravity sewer replacement, 3,775 LF of 8-inch PVC force main, 2,000 LF of 8-inch gravity
sewer lining, rehabilitation of 6 manholes, equipment replacement in the existing Rose Wood lift
station, and all related appurtenances as shown on the DRAWINGS and described in the
SPECIFICATIONS
UK King’s Daughters Medical Center – CM Services for Improve Medical Facility 4 (EmPath Unit)
UK King’s Daughters Medical Center – CM Services for Improve Medical Facility 4 (EmPath Unit)
This will be a renovation of an existing UK King’s Daughters-owned property that is 11,500 sq ft. To create an EmPath Unit. An EmPath unit will assist in diverting patients in mental distress away from the Emergency Department. The space used is adjacent to the Main UK KDMC Campus in Ashland KY. The location will also provide on-site parking to facilitate faster and easier access for patients.
Mountain Water District – Russell Fork Water Treatment Plant Improvements
Mountain Water District – Russell Fork Water Treatment Plant Improvements
Improvements to the Russell Fork Water Treatment Plant, including equipment
replacement of the existing dehumidifier unit, Greenleaf filter control panel, Greenleaf
vacuum control system plumbing, and Greenleaf filter valves. Additional improvements
include painting within the pipe gallery and relocating turbidity meters and sample
pumps. Replacement of transfer pumps and miscellaneous chemical system
improvements. Improvements to the overall building appearance including repair of
damaged insulation and installation of liner panels.