The Area Technology Center Phase 2 will be the second phase of the existing Advanced Technology Center on OCTC’s New Hartford Road Campus. It will be located in an area currently occupied by a surface parking lot immediately east of the existing Phase 1 building. The building is single story in nature and is organized into two wings running north -south orientation with a central entrance element providing a link between both wings. The building will be designed as a continuation of OCTC’s commitment to support regional business and industry needs with technical training for workforce development. Designed with flexibility to change as the educational program needs evolve, the new building will contain a computer lab, classrooms, faculty and administration offices, student lounge spaces and five large bay lab spaces. The lab spaces will initially house traditional welding, pipe welding, robotic welding, HVAC technology and Controls technology. For a complete description see Specifications.
The work is located at Central State Hospital, Louisville, Kentucky and consists of construction of an approximately 135’ x 106’ parking area, access road, ADA ramp, and paving of new entrance to property from LaGrange Road.
PROJECT DESCRIPTION:
A price contract for a portion of Louisville Metro Government’s need for Professional
Electrical Services for a twelve (12) month period, per the attached specifications.
Marion County Schools – West Marion Elementary School Roof Replacement
Marion County Schools – West Marion Elementary School Roof Replacement
PROJECT DESCRIPTION:
The project includes removal of approximately 43,220 SF of a ballasted EPDM roof system, gutters, downspouts and wet insulation. The new roof system will be 2-ply, modified bituminous membrane roof, which would include insulation, gutters and downspouts.
CCK-2103-16 Parking Garage Maintenance and Restoration 2016 – 2441.0
CCK-2103-16 Parking Garage Maintenance and Restoration 2016 – 2441.0
PROJECT DESCRIPTION
Miscellaneous concrete slab repairs, waterproofing membrane repairs, expansion joint replacements, water repellent installation and bumper repairs to Parking Garages #1,2,3,5,6,7,8 and Good Samaritan.
PROJECT DESCRIPTION:
A price contract for a portion of Louisville Metro Government’s need for HVAC Services for
a twelve (12) month period, per the attached specifications.
PROJECT DESCRIPTION:
The project scope for the construction of six rain gardens includes removal of approximately 210 SY of bituminous pavement and 306 LF of concrete curb. New construction includes approximately 334 LF of concrete curb and gutter, 15 CY of concrete driveway aprons and installation of 1400 sf of rain gardens. The project also requires relocation of approximately 120 LF of water lines and meters.
Town of Clarksville – Jane Sarles Lane Improvements
Town of Clarksville – Jane Sarles Lane Improvements
PROJECT DESCRIPTION:
This project includes construction of approximately 830 feet of new roadway, curb, sidewalk , landscaping, lighting and all other items necessary for construction of a complete project.
Camp Taylor Sanitary Sewer Replacement Project 2B & 4
Camp Taylor Sanitary Sewer Replacement Project 2B & 4
PROJECT DESCRIPTION:
Description and location of Project: This Contract is for the installation of approximately 15,857 LF of 10-inch to 8-inch sanitary sewer line, 87 sanitary sewer manholes, and 23,900 LF of property service connections, and all other appurtenances, located between Popular Level Road the north, Illinois Ave to the south, Illinois (at Popular) to the west, and Lincoln to the east, in central Jefferson County.
PROJECT DESCRIPTION:
This project includes the redevelopment of the Family Aquatics Center pool to a lap pool, slide pool and new splash pads as well as a new shelter, deck areas, lighting, utilities, landscaping, other park amenities, and all other items necessary for construction of a complete project.
City of Frankfort Sewer Division – Rolling Acres 1/1 Rehabilitation Project Phase 1
City of Frankfort Sewer Division – Rolling Acres 1/1 Rehabilitation Project Phase 1
PROJECT DESCRIPTION:
The project is approximately bordered by East Main Street to the north, Versailles Road to the east, Dewey Court to the south and Missouri Avenue to the west. The work to be bid is described as follows:
Field locate 2 manholes, raise 2 manholes, lining of 166 linear feet of 6-inch sewer, lining of 10,157 linear feet of 8-inch sewer, lining of 1,216 linear feet of 10-inch sewer, one point repair to 6-inch sewer, 46 point repairs to 8-inch sewer, three point repairs to 10-inch sewer, root removal, replacement of 200 property service connections with saddle connections and cleanouts, replacement of 62 property service connections with tees and cleanouts, including all labor, materials, excavation, and appurtenances. Adequately qualified and experienced contractors are invited to submit bids for the project.
Martin County Schools – Eden Elementary School Roof Repairs REBID
Martin County Schools – Eden Elementary School Roof Repairs REBID
PROJECT DESCRIPTION:
The project scope includes replacement of an existing shingle roof assembly on approximately 60,000 square feet of roof surface, with a standing seam metal roof. It will also include replacing some edge metals, parapet caps and flashing. A bid alternate includes a premanufactured metal canopy on the north side of the school.
This project will address maintenance issues associated with a previously completed AML project located at N 37° 36’ 13.40”, W 83° 13’ 8.20” in Breathitt County. The project shall consist of repairing damaged ditches, repairing a damaged section of gas line, replacing clogged culverts, correct a slide, stabilizing a newly formed slide, installing culverts along existing access roads, and removing large boulders from the original slide area. For continued project description see Special Conditions.
Dennis Love Project: To arrive at this site in Pike county, travel north on US23 from Pikeville toward Blair Town. Turn right onto Ratliff Road. From Ratliff Road turn right onto Love Road. N37° 32’ 12.50” W82° 34’ 43.50” The complaint filed by Mr. Love involves damage caused by constant erosion and water flow from the hillside down upon his carport area next to his house. Mr. Love’s fear is that the erosion may eventually cause structural damage to his home. The carport is built right up against the hillside. The carport will have to be removed to allow construction of a reinforced concrete wall, 104 feet in length and 13’ high. A drain pipe 150 feet in length will be constructed to carry water from the concrete wall subdrain down to a culvert under the driveway. There are three portals to be closed, two with wildlife closure and one with foam closure. The carport and driveway are to be replaced after construction of the wall. There are no permit requirements expected for this project and only one pine tree in Mr. Love’s hillside area may need to be removed to allow wall construction. The waste area for this project is located off US 23 approximately 2.25 miles south of the project site. N37° 30’ 42.4” W82° 33’ 16.5” Tree removal, which only applies to trees greater than 3 inches in diameter (live or dead); on this site can only be done between October 15 to March 31, unless the trees are in an unstable work area. In which case they are not subject to those limitations. In some cases the start date will be November 15 instead of October 15. This project is to be bid, but construction will begin as weather begins to improve in March/April. For continued description, see Special Conditions.
The Terry Howell AML Reclamation Project consists of seventeen portal closures and associated drainage controls at three (3) sites near McDowell in Floyd County, Kentucky. At the Terry Howell site (Lat 37º 25´ 59? N/Long 82º 43´ 5? W), thirteen portals will be closed using standard AML wildlife enclosures and drainage controls will be installed. For access, a temporary low water crossing will be installed, and then removed when the project is complete. The Linda Salisbury site (Lat 37º 25´ 35? N/Long 82º 43? 43? W) consists of three portal closures using wildlife or standard enclosures, along with the installation of drainage controls. The Mike Dudleson site (Lat 37º 29? 1? N/Long 82º 45? 50? W) consists of one portal closure using wildlife enclosure plus the installation of drainage controls. Silt control measures at each site will be installed and remain in effect until construction is completed at each site. Drainage controls for these sites will consist of concrete tied mat ditches, ECB ditches, etc. Bituminous repair, including roadway stone, has been factored into the contract. Traffic control will be maintained throughout the project. Revegetation of the sites, including agricultural limestone, fertilizer, mulch and seed will be done according to standard AML design specifications. For continued description, see Special Conditions.
CCK-2101-16 Breckinridge Hall Roof & Dormers Renovation
CCK-2101-16 Breckinridge Hall Roof & Dormers Renovation
PROJECT DESCRIPTION:
The intent of this project is to remove the existing asphalt shingle roof on the Breckinridge Hall, repair the deck and roof structure as needed, and install a new copper roof-system. As an option to the copper roof-system specified, two alternates for slate roofing are being requested as part of the biding process. Cutter repairs are required as part of the project. Included is an alternate for a complete gutter relining. The project includes the renovation of the exteriors of the dormers including new historic-design aluminum windows.
The Project consists of the replacement of basement and first floor wood windows, repair of stone lintels, and related work. Work must conform to the highest level of craftsmanship and to the Secretary of the Interior’s Standards for Preservation.
The Project consists of the replacement of basement and first floor wood windows, repair of stone lintels, and related work. Work must conform to the highest level of craftsmanship and to the Secretary of the Interior’s Standards for Preservation.
Project Description:
This Contract is for the installation of approximately 16,400 LF of 8-inch to 12-inch sanitary sewer line, 113 sanitary sewer manholes, and 5200 LF of property service connections, and all other appurtenances, located between Belmar/Lee Drive to the north, Popular Level Road to the south, Lincoln Avenue to the west, and Fincastle Drive to the east, in central Jefferson County.
Washington County High School: Roof Replacement and Alterations
Washington County High School: Roof Replacement and Alterations
Project Description:
Furnishing of all labor, materials, supplies, tools, services, etc., necessary for:
ROOF REPLACEMENT & ALTERATlONS
WASHINGTON COUNTY HIGH SCHOOL – BG 16-074
