The intent of this project is to renovate the two first floor entrances and return them to a like-new condition and secondly, upgrade the east side and steps to a more acceptable appearance harmonizing with the age of the building. Generally, this project will include, but is not necessarily limited to:
1. Renovation of the South first-floor pediment, doors, step treads and handrails, and access to walkways.
2. Renovation of the South Basement entrance steps and walkway.
3. Renovation of the West first floor entrance pediment, doors and handrails.
4. Replacement of the door-system on the East Split-level entrance between the basement and first floors.
5. Removal of the existing metal canopy on the rear split-level entrance.
6. Renovation of the exterior rear step-system from the split-level entrance to the ground level.
7. Rubble stone veneer application to the rear step support system.
8. Renovation of the HC entrance on the East ground level including the addition of an entrance foyer with new HC exterior door.
9. Lighting fixture change and additions to both East entrances, and
10. Renovation and upgrading of the existing first floor exterior lighting fixtures.
Marion-Crittenden County Airport – Runway and Taxiway Extension
Marion-Crittenden County Airport – Runway and Taxiway Extension
Sealed proposals for furnishing all labor, materials and equipment and performing all work
necessary for a Runway and Taxiway Extension project at the Marion-Crittenden County Airport
New Albany WWTP Improvement – Phosphorus Removal System
New Albany WWTP Improvement – Phosphorus Removal System
The work involved is generally described as:
• Constructing a new 15’ x 20’ Chemical Building
• Furnish & Install a 6,150 gallon Chemical Storage Tank
• Furnish & Install 2 Ea chemical metering pumps
• Site work and piping
• Mechanical & Electrical
• Heavy Duty Asphalt Paving
• And all appurtenances
CCK-2406-19 Patterson Office Tower Elevator Modernization Phase II
CCK-2406-19 Patterson Office Tower Elevator Modernization Phase II
In general, the Phase II project includes, but is not limited to:
1. Complete upgrade and modernization of the Patterson Hall cable elevator system
consisting of the three (3) remaining elevators (A, B, & C) and associated work including,
but not limited to, all required equipment, machines, wiring, and other components,
2. Replacement of any worn or suspect parts anywhere in the Phase II elevators and
components, and
3. Upgrading of the cars, hoistway, pit, and as required, machine room modifications.
This Work includes replacing the roof on the two guest wings of the Buckhorn State Park Lodge, located at the address above. All existing roof membrane, flashing, insulation, gutters, downspouts and cant strip will be removed (where indicated on drawings) and disposed of off-site. The reglet counterflashing will be reused where the roof membrane terminates into the stone wall at the east side of the building. Existing double tongue and groove solid wood decking will be removed and replaced where indicated on drawings. New 4″ polyisocyanurate insulation (two layers of 2″) will be installed at the entire roof deck. New two-ply SBS modified bitumen roof membrane will be installed at areas indicated. New galvanized steel, fluoropolymer finished roof specialties, gutter, and downspouts will be installed where indicated. New downspouts will be connected to existing below grade drainage system. Below grade drainage system will be verified by Contractor from individual downspout boots to have positive outflow to existing headwalls. Downspout boots found to be significantly obstructed shall be abandoned and a kick out elbow added to the downspout directing to a new precast concrete splash block, 12″W. x 30″L. x 4″H. Recently replaced low-slope roofing on central portion of main lodge building is not in Contract and will be protected from damage. Select area of existing stone masonry walls will be pressure cleaned and sealed. Exposed surfaces of new pressure treated wood 2x fascia will be painted prior to installation. New solid wood decking will receive transparent finish on all sides prior to installation. Contractor shall take special care to avoid damage to adjacent existing roof that was recently replaced so as not to invalidate existing warranty in any way. This includes contacting existing roof membrane manufacturer’s representative prior to proceeding with demolition work. Coordinate with Drawings and Specifications for additional information and details regarding new roof installation.
Clinton County Board of Education – Clinton County Demolition of Annex Building
Clinton County Board of Education – Clinton County Demolition of Annex Building
Project consists of construction of a security vestibule out of storefront
framing and doors with door hardware to provide better security at the school main entry.
Sealed bids will be received by the Hardin County Water District No. 1 for the project named Fort Knox
Wastewater and Stormwater Utilities Bid Package 2 in Ft. Knox, KY.
Clinton County Board of Education – Clinton County High School Tennis Courts Resurfacing
Clinton County Board of Education – Clinton County High School Tennis Courts Resurfacing
Project consists of mill existing tennis court asphalt 1.5”
depth, repair asphalt base, overlay with 1.5” new asphalt and provide new acrylic
tennis court surface with marking. This scope includes removal and
reinstallation of nets and posts.
UK-1947-19 CM Services to Improve Good Samaritan Hospital Facilities – 2501.0/2517.0
UK-1947-19 CM Services to Improve Good Samaritan Hospital Facilities – 2501.0/2517.0
The University of Kentucky desires the services of an experienced and highly
qualified construction management firm to provide “FULL SERVICE” construction management on the
proposed projects. The Construction Manager (CM) selected will become a responsible, cooperative and
contributing member of the Owner’s professional team for the design and construction of the project. The
Construction Manager (CM) will provide assistance and advice and provide management services to the
Owner and design consultants to assure the project is completed within defined budget, program and
schedule.
There are two (2) facility improvement projects to be completed at Good Samaritan Hospital:
· Project No. 2501.0 – UK HealthCare Good Samaritan Magnetic Resonance Imaging (MRI)
· Project No. 2517.0 – UK HealthCare Good Samaritan Interventional Radiology (IR)
This project updates the University of Kentucky B&E Auditorium. Updates include new
seating, upgrading the WIFI, replacing the carpet and adding terrazzo.
Louisville Water Company is requesting Bids for the supply and installation of 1,680 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques). The portion through casing pipe shall be restrained joint. Also included with the project is the supply and installation of 60 +/- linear feet of 20-inch steel casing pipe and three (3) fire hydrants, and the supply and transfer, renewal, relocation or discontinue of three (3) +/- customer services. Contractor shall supply and install all materials required for the completion of this project. Louisville Water Company will not supply any materials for this project. Contractors shall include the labor, material, overhead, etc. cost in their bid price. The only item that will be supplied by Louisville Water Company is the meters.
Laurel County Board of Education – Hunter Hills Elementary School Renovation
Laurel County Board of Education – Hunter Hills Elementary School Renovation
Please Note: Addendum 03 has changed the Bid Date
This renovation project will include a complete replacement of the current
HVAC system with a new, high efficiency, geothermal system as the primary focus of the
renovation, with new high-output, LED lighting and new ceilings throughout the facility. The
second priority is the site improvements that will provide a clear separation of bus and car
traffic with expanded parking and improved traffic flow and will include the construction of a
new Mechanical Yard enclosure area.
Exterior improvements include a roof replacement of the existing main entrance and associated
covered walkways roofs with a new standing seam metal roof and new linear metal ceilings
below to provide a more welcoming appearance. Two new column supported canopies will
provide protection from the elements at the two new drop-off/pick-up locations along the south
classroom wing. There will be some additional exterior improvements to infill the exterior
walls where existing louvers are removed as part of the HVAC renovation; and will also include
cleaning and tuckpointing of the existing masonry veneer.
The majority of interior components are to remain, this project will include limited new interior
finishes with a Bid Alternate for flooring throughout the main entry lobby and corridors; and a
new keying system to put the facility on the Owner’s grand master keying system will be
provided. The Owner will be updating the existing Media Center and painting all interior spaces
throughout the building outside of this construction contract.
Estimate:
$400,000.00
Estimated Length of Project:
(Substantial Completion) + 150 Calendar Days (Final Completion)
This project includes up to approximately 5.5 acres of total disturbance, and consists of
actions to reclaim a landslide threatening to block Peter Fork and close Walters Road with either slide material or overflow/flooding from Peter Fork. Proposed reclamation actions include stripping the unstable landslide area to rock and the installation of subdrain along the contour mine bench located immediately above the landslide in order to collect water from the mine bench and direct it into the stripped area in order to help prevent other portions of the outslope below the bench from becoming destabilized by excessive drainage. All excavated earthen material will be placed in afill area that was previously utilized under the Mike King Slide High
Priority AML Reclamation Project. Up to 240 linear feet of continuous Temporary Low-Water Stream Crossing at the toe of the landslide will be placed, maintained, and removed, and some landslide material that has impinged upon Peter Fork will be removed. The Temporary Low Water Crossing will allow access to the toe of the landslide in order to allow the loading of slide material into trucks for transport to the fill area. Other than the Temporary Low-Water Crossing(s) placed in Peter Fork, this project will not directly disturb any streams. Further, elimination of the landslide will remove a major source of sedimentation from Peter Fork. This project will not address any underground mine openings or disturb any other cave-like habitats. No trees will be disturbed outside of the unstable landslide area. All areas disturbed by this
project will be revegetated by means of the Standard AML Reclamation Seed Mixture. A quantity of Hydromulching/Hydroseeding has been included to address revegetation of suitable portions of the landslide area following excavation. Cover crop is also provided in order to provide quick vegetative cover on any disturbed areas that will go undisturbed for at least two weeks, but not be ready for application of permanent revegetation.
This project is for the construction of an 80’-3″ long x 60-0″ wide x 10’ high concrete structure with an interior concrete pad and entrance apron for the purpose of bulk storage of roadway, deicing salt.
Class “A” concrete to be reinforced with rebar & fiber shall be used in the shallow, spread footings and walls. The Contractor shall be required to perform all excavation, filling, grading, & compaction of sub-grade necessary for the construction of footing, interior pad, and entrance apron.
Concrete walls will be ten (10) feet high, will be twelve (12) inches thick, will be constructed on the concrete footing, and will support a pre-engineered, membrane covered (roof) structure (PMCS). The roof structure is to be furnished and installed separately by Bulk Storage, Inc., per their current Master Agreement upon completion of the footing and walls under this contract. The (PMCS) is not a part of this Scope of Work.
Nine (9) inch thick, Class “AA” concrete modified with fiber & rebar, slabs shall be placed inside the footing and at the entrance on the exterior of the structure.
This project is to be bid LUMP SUM. This bid shall include all labor, equipment, materials, and any incidentals necessary to complete the items of work detailed in plans and herein.
The project consists of removing and replacing 7 interior and 1 exterior building security slide door operators. Replacement of 1 exterior building security slide door and frame at the existing Support Building built approximately 1989 at Eastern Kentucky Correctional Complex.
This 10,000 sf renovation project includes replacement of the existing HVAC system with a geothermal water source heat pump system, and associated electrical power modifications. A new building automation system will be installed. Several fire protection system sprinkler heads will be relocated to accommodate work of other trades. All interior and exterior lighting will be replaced with new LED lighting. Portions of the existing 2×4 ceiling grid, and all ceiling tile will be replaced, and the exterior soffit will be replaced. Portable in-room temporary cooling equipment will be provided by the contractor during the summer 2019 construction period.
Town of Orleans, Indiana – 2018 CCMG Street Paving Project
Town of Orleans, Indiana – 2018 CCMG Street Paving Project
The project consists of paving and pavement preventative maintenance work on various
streets throughout the Town associated with the 2018 Community Crossing Grant program and award.
The Contractor shall provide all of the materials and perform all the work described in the Specifications and/or shown on the Drawings. The Emergency Generator and Automatic Transfer Switch shall be replaced with a new natural gas fired, outdoor weather enclosed, emergency generator and a service entrance rated, outdoor automatic transfer switch at the Department of Juvenile Justice facility located in Breathitt County, Jackson, Kentucky. See Specs for a complete description of work.
