Estimate: $ 95,865.00
Estimated Length of Project: (Substantial Completion) + 90 Calendar Days (Final Completion)
The site is located in Clay County, Kentucky. It is just beyond the northern right of way of US 421 in the Shephardstown community at coordinates N 37* 17’ 12”, W 83* 51’ 58.86”. The project will consist of “lump sum” site prep and “lump sum” demolition and disposal of an old “wooden structure” tipple facility, plus a small block scale house and another frame structure. Please see spec book for full project description.
The location of this project is 5 Highway 455, Sparta, Kentucky 41086.This project is for the construction of a package duplex grinder pump station, control panel, and 380 linear feet of 2 inch PVC force main. This proposed system connects the existing State Highway Maintenance Facility to an existing gravity sewer manhole by means of a bore under KY Highway 35.
Estimate: $ 55,000.00
Estimated Length of Project: (Substantial Completion) + 60 Calendar Days (Final Completion)
The Tina Smith Portals AML Reclamation Project includes the closure of six underground mine openings. Five of the openings will receive “bat-friendly” wildlife accessibleclosures, and one will receive a non-wildlife accessible closure. Accessing the portals forclosure will require the installation and removal of four temporary low-water stream crossings.Total project disturbance will be no greater than 0.75 acre. Revegetation will be via the standard AML General Reclamation Seed Mixture.
City of Hyden – 2015 Safe Routes to Schools Maple Street Sidewalk Project
City of Hyden – 2015 Safe Routes to Schools Maple Street Sidewalk Project
PROJECT DESCRIPTION:
The Project includes but is not limited to the following: 2016 Safe Routes to Schools Sidewalks Project
a.) 900 SY 48- Concrete Sidewalk
b.) 200 LF 18″ Corrugated Metal Drainage Pipe
c.) 2 EA Drop box inlet with frame and Lid
d.) 200 LF 6~ Concrete Curb
e.) 1 LS Painting and Striping
Selective demolition including but not limited to: roofing, trim, wood structure, ceilings, doors, plumbing, hvac, electrical, etc. for existing Hart County Rest Area building. Reconstruction including but not limited to: wood trusses, framing , roofing and plywood enclosures. Work also includes encapsulation of existing smoke damaged wood framing.
This project will replace the existing heating boilers located at the McCracken Regional Juvenile Detention Center in Paducah, Kentucky. The work consists of the following: removal of existing boilers, pumps, piping, and electrical; installation of new boilers; installation of pumps; fabrication/installation of new piping; system flush and water treatment; insulation; installation of electrical power; and integration with existing temperature controls system. The trades involved include, but are not limited to: demolition; mechanical; water treatment; insulation; temperature controls; and electrical. Project will be constructed under a single prime contract.
Project Manager Name: David Boggess Phone: (502) 782-0313 Email: David.Boggess@ky.gov
Estimate: $ 30,000.00
Estimated Length of Project: December 31, 2017 (Final Completion)
Scope of work for the TAB (Testing Adjusting and Balancing) Agency consists of furnishing all required materials, tools, instruments, computers, coordination, participation and labor to perform and complete the HVAC TAB services per the project specifications for the above referenced project. Refer to the Project Specifications for specific information.
Frankfort Sewer Department – Septage Receiving Station
Frankfort Sewer Department – Septage Receiving Station
Project Description:
The Work includes the replacement of the septage receiving equipment and motorized valve, addition of a rock trap, rock trap removal system, flow meter, and hauler access station, and installation of a fiber optic cable, and additional pavement. OWNER has acquired and will provide the septage receiving equipment, actuated valve, rock trap, flow meter, and hauler access station.
Hardin County Water District No. 2 – 315 Ring Road Master Plan
Hardin County Water District No. 2 – 315 Ring Road Master Plan
Project Description:
Hardin County Water District No. 2 (the “District”) requests Proposals from consulting architects interested in being selected to perform certain architectural studies, pre-design, and design engineering services for the District’s future customer service center and base of operations.
Hardin County Water District No. 2 – 2030 Water Source RFP
Hardin County Water District No. 2 – 2030 Water Source RFP
Project Description:
Hardin County Water District No. 2 (the “District”) requests a Statement of Qualifications (SOQ) from consulting engineering firms interested in being selected to perform certain engineering studies, pre-design, design and construction engineering services for the District’s next supplemental water source.
Louisville Water Company is requesting Bids for the installation of 870 +/- linear feet of 6-inch PVC water main (using traditional trench installation techniques).
The proposed work consists of the restoration and enhancement, using Natural Channel Design techniques, of approximately 25,655 linear feet of existing stream including a portion of the Licking River and reaches of five of its unnamed tributaries (Tributaries B, D, E, F, and G), as well as portions of Cassidy Creek and reaches of six of its tributaries (Tributaries C, 1, 2, 3, 4, and Coon Creek). Tasks to be performed in order to achieve project goals include reshaping of existing channels; re-establishment of new channels with stable dimensions; construction of in-stream structures; preparation of soil for seeding; native planting and seeding; installation of erosion control fabric and mulch; and harvesting, transporting, installing, and maintaining live stake and vegetative materials. Cassidy Creek, Coon Creek, the Licking River, and their tributaries are first through fifth order streams with ephemeral, intermittent, and perennial flow regimes. The restoration project involves buffer enhancement of approximately 9,225 feet of perennial stream on the left bank of the Licking River; rehabilitation of approximately 1,791 feet of perennial stream on Cassidy Creek; re-establishment of approximately 512 feet and rehabilitation of 1550 feet of perennial stream on Coon Creek; and re-establishment, rehabilitation, buffer enhancement, and/or preservation of approximately 6,302 feet of intermittent stream and 6,275 feet of ephemeral stream; for a total of approximately 25,655 feet. Restoration will include in-stream structures such as log vane/rootwad combinations, woody debris toe protection, log and rock steps, and constructed riffles as well as vegetation of the stream banks and establishment of a forested riparian corridor along the stream.
Project consists of a renovation / expansion of Morehead State University Adron Doran University Center. Site preparation will include removal of curbs, utilities, sidewalks, steps, site walls and trees. Site protection will include storm water pollution prevention / erosion control, tree protection, site perimeter protection throughout construction. New site improvements include grading, installation of new storm drainage, site utilities, new asphalt pavement and asphalt surfaces, concrete curb and gutter, brick pavers and thin brick wall veneer, concrete walkways and stairs, pipe handrails, seeding, sodding and landscape installation. 189,208 S.F. Building Renovation / Expansion of existing Adron Doran University Center. Areas in the project include new national venue restaurants, campus wide catering kitchen, a plating kitchen on the third floor, large ballroom with folding wall partitions, campus data center, admissions center, theater, Student Government Offices, Dean of Student Offices, minor upgrades to Bookstore and office suites, additional meeting rooms on third floor. Building structure is concrete frame on existing building with concrete piles and grade beams. A new brick and limestone façade is being replaced on the existing building. The new building addition structure consists of concrete pile foundation with the building frame being concrete on first and second floors and steel frame with fireproofing at the third floor. Exterior walls will be light gage metal stud with masonry veneer. The roof assembly is a T.P.O. membrane roof with polyisocyanurate insulation. Exterior openings include aluminum windows, aluminum storefront and aluminum curtainwall. Interior is made up of light gage metal stud interior partitions. The finishes include carpet tile, luxury vinyl tile, rubber tile, porcelain tile and base, interior wood casework with solid surface counter tops, wood veneer wall covering in several lobby areas. Lighting in facility will be LED lighting throughout. The building HVAC will have a 4 pipe variable air volume system. It will consist of air cooled steam to hot water heat exchangers connected to the universities control steam system. The air handling units for the existing building will be located in the existing mechanical room and penthouses. All spaces will be provided with voice annunciated fire alarm system. A roof mounted transformer will provide back-up power
Contract No. 2 – 2016 Water Treatment Plant Improvements – Cave Run Water Commission
Contract No. 2 – 2016 Water Treatment Plant Improvements – Cave Run Water Commission
PROJECT DESCRIPTION:
The program of work for which bids are to be submitted consists of construction of certain water treatment plant improvements consisting of, but not limited to, the construction of a new 24-foot by 3D-foot pre-engineered wooden storage building, replacement of 1,450 square feet of tube settler modules, replacement of 648 square feet of dual filter media, installation of VFDs and valves at the raw water intake station, various piping and valve improvements in the pipe gallery at the WTP, replacement of influent piping and valves for two filters, and electrical work, instrumentation and controls, and other miscellaneous items. As an alternate bid item, the Owner will evaluate the replacement of the submerged PVC launders with FRP weirs and launders. All excavation is bid unclassified. Also included are all associated piping, mechanical, and electrical as shown on the Drawings and described in the Specifications for the Cave Run Water Commission Water Treatment Plant.
The Kentucky Department of Veterans Affairs proposes to construct a new Veterans Cemetery on a portion of a 42.45 acre site located at 1280 KY Highway 118 in Hyden, Kentucky. The cemetery will be developed with approximately 5,400 interment – burial sites in below ground crypts, columbarium niches and in-ground cremain niches. In addition, the cemetery site will be developed with an approximate 1072 square foot Committal Shelter, an approximate 2,600 square foot Administration and Maintenance Building and an approximate 511 square foot storage shed. Access drives for circulation through the cemetery for visitors and ceremonies will be provided in addition to 12 parking spaces for staff and visitors. A maintenance yard is provided in conjunction with the facility in addition to appropriate utilities and infrastructure necessary for the operation of the cemetery facility
Work includes providing all required material, labor and equipment to perform selective floor and wall preparation and flooring and wall systems installation as hereinafter described. The project is to be performed in Men’s and Women’s Shower Rooms in Building No. 3823 (Store Side Shower House) located at the Kentucky Horse Park Camp Grounds. Work is anticipated to begin on or about August 1, 2016 and to be substantially complete within 45 days. Due to scheduling commitments of the Horse Park, bidders shall fully evaluate the scope of work and satisfy themselves that the Shower House work will be fully completed and the space ready for use within the prescribed time frame prior to submitting their bid. The scope of the project improvements includes floor and wall preparation at the shower and changing areas, including cleaning, grinding and / or etching existing tile and concrete masonry units. Associated flooring work includes stripping and preparation of tile floors in toilet and lavatory areas to receive floor & grout stains & sealers. In addition, work includes sanding and preparing existing concrete masonry walls, wood trim and drywall ceilings to receive new painting systems. Improvements include Installation of new epoxy resin flooring and wall systems at the shower areas, application of new floor stains and sealers, application of water-borne epoxy and enamel painting systems, and reinstallation of shower doors, benches, toilet and shower accessories removed to accommodate new work. Mechanical work includes modifications to the existing piping serving the showers within the shower rooms and installation of new cold water piping and wall mounted shower units at each shower location.
Project Manager Name: Paul Cable Phone: (502) 782-0324 Email: Paul.Cable@ky.gov
Estimate: $ 79,912.00
Estimated Length of Project: 90 (Substantial Completion) + 30 (Final Completion)
The project requires removal of approximately 6,200 square feet of existing monolithic rubber flooring system and 4″ high wall base located in the Gym of Woodsbend Youth Development Center and replacement with new VCT flooring and 6″ high rubber wall base The scope of the work also includes: A. Removal of approximately 132 square feet of existing concrete slab-on-grade flooring located in the northeast corner of the Gym where the slab has settled. The slab-on-grade will remain a soil bearing system on compacted fill. The slab-on-grade repair will be limited to the area at columns A.9-6, A.9-7, and D-7. The existing slab will be removed and replaced with new compacted dense grade aggregate to the existing sub-grade elevation. New cast-in-place concrete will be placed over a vapor barrier and tied to the remaining concrete floor slab with #4 dowels and reinforced with steel woven wire reinforcing mesh lapped onto the dowels. B. Preparation including skim coating if necessary of the existing floor slab to receive new vinyl composition flooring. C. Installation of new 1/8″ vinyl composition tile (VCT) flooring including laser cut tile play lines for basketball and volleyball and application of seal and wax coatings. D. Accessories necessary to ensure level/ADA compliant transitions to all areas where the VCT flooring will butt existing concrete, ceramic floor tile and/or VCT floor finishes. Prevailing Wage Law (KRS 337.505 – 337.550) is NOT applicable to this Project.
PROJECT DESCRIPTION:
The project is generally described as the Northern Kentucky University, Health Innovation Center
(HIC) Founders Hall Renovation. The project is located in Highland Heights, Kentucky, on
approximately 3.0 acre site on the NKU campus, east of Kenton Drive, west of Nunn Hall and directly
north of Griffin Hall. The project will include the construction of the new Health Innovation Center
(HIC) building and renovation of the existing Founders Hall Building. The HIC building will consist of a
new 95,000 sf four-story steel frame building with the option to shell a 5th floor of approximately
12,000 sf. The Founders Hall renovation is a 106,000 sf complete interior gut and renovation of the
existing 5 story concrete-structured building.
Northern Kentucky Water District – Cox Road & Oliver Road Water Line Replacement
Northern Kentucky Water District – Cox Road & Oliver Road Water Line Replacement
PROJECT DESCRIPTION:
The proposed Work is generally described as follows: Construction of approximately 7,475 feet of 12-inch class 50 ductile iron pipe together with the appurtenances and related work along Cox Road and Oliver Road (KY 2045) from #4594 Oliver Road to KY 16 in Independence, Kenton County, Kentucky.
