HPP 0142 (009): MASON GAP ROAD (KY 698) CURVE REALIGNMENT, WIDENING AND
RECONSTRUCTION OF KY 698 JUST SOUTH OF STANFORD, A DISTANCE OF 0.14 MILES. GRADE &
DRAIN WITH ASPHALT SURFACE.
SYP NO. 08-00141.00.
FD04 SSP 042 NEW ROUTE: MURRAY-MAYFIELD ROAD (KY 80) SPP FROM THE INTERSECTION OF
KY121 TRUCK ROUTE EAST OF MAYFIELD EXTENDING SOUTHWEST TO THE KY303, A DISTANCE OF 1.
13 MILES. GRADE & DRAIN AND PAVEMENT ALTERNATES.
SYP NO. 01-00181.40.
024GR11D024
I-24/US-41A INTERCHANGE
THE DBE PARTICIAPTION GOAL IS 0.00%.
CHRISTIAN COUNTY
IM 0243(050): I-24/US-41A INTERCHANGE MODIFY I-24/US-41A INTERCHANGE AT FORT
CAMPBELL . JPC PAVEMENT REPAIRS – DIAMOND GRINDING. SYP NO. 02-00213.00.
CHRISTIAN COUNTY
JL03 024 041A 004-014 032D: US-41A MODERNIZE US-41A FROM I-24 TO LOVERS LANE BY
ADDING SHOULDERS AND TURN LANES. ASPHALT REHAB WITH GRADE & DRAIN. SYP NO.
02-00311.10.
NH 2681(026): HARRODSBURG ROAD(US 68) CONSTRUCTION OF DOUBLE CROSSOVER DIAMOND
INTERCHANGE ON HARRODSBURG RD.(US-68) AT NEW CIRCLE RD.(KY-4). GRADE & DRAIN WITH
ASPHALT SURFACE.
SYP NO. 07-00144.01.
This project will complete an approximately 2-mile segment in the community-wide bicycle/pedestrian network, going from Creason Street, through the WKU Campus, along Center Street, to the Bowling Green Parks & Recreation Center. As funding allows, the project will include connecting spurs along the route, enhancing the bicycle/pedestrian network on campus and downtown. A typical cross-section for the length of the project has not been determined, i.e. whether the facility will be on-road, off-road, or a combination of the two. It will be the responsibility of the consultant to develop and evaluate alternatives in response to existing and proposed conditions along the route.
This project is for repairs to Parking Structure #1 including localized concrete patching, storm-water drains, stair tower roof replacement, pressure washing, and handrail modifications.
Highway 245 Transmission Main – Happy Hollow Road to Lotus Road
Highway 245 Transmission Main – Happy Hollow Road to Lotus Road
Louisville Water Company is requesting Bids for the installation of approximately 20,460 L.F. of 16″ ductile iron water main, eight (8) fire hydrants, and 3,200 L.F. of paved trail along Clermont Rd. (Hwy 245) between Happy Hollow Rd. and just east of Lotus Rd. for the Bullitt County Water Extension Program.
Miscellaneous stormwater improvements identified as the Lyndon Rain Gardens located at 501 Romara Place. The property is owned by the City of Lyndon. The project includes site preparation and grading, erosion prevention and sediment control, drainage pipe and structure installation, rain garden and walkway construction, a dual wet well/cistern system including pump and miscellaneous electrical, plantings, interpretive signs, site restoration and cleanup, and all other appurtenant work as specified in the contract documents. The contract documents include detailed drawings referenced as Record No. 15,550. The pre-bid meeting will be held at the project site listed above.
This project is an upgrade of existing HVAC and lighting systems, including replacement of ductwork, piping, units, and fixtures. Project will also require carpentry work associated with system components; some specialty work will be required as the building was constructed in the 1930’s.
The Morehead Streetscape First Street Project consists of the following: New sidewalks, curbs, permeable pavers, drainage, Landscaping and lighting from Bridge Street west to Anglin Avenue, a distance of approximately 0.18 miles. The City of Morehead will be performing the demolition work and the successful contractor will be required to coordinate these efforts with the city work forces.
Ewing Lane Pump Station & Force Main Replacement Project
Ewing Lane Pump Station & Force Main Replacement Project
The project consists of the furnishing and installing of a new pump station, construction of gravity sewers and force main, surface restoration, and all other items shown on the plans and mentioned in the specifications for a complete project.
This project consists of the stabilization and restoration of approximately 1,200 feet of a stream channel. This project also includes grading, rock structures and outfall protection.
Contract 23 consists of removing the existing slide gates and screens from the existing raw water intake structures and installing new 24″ static screens, 36″ isolating valves, air burst system, canopy shelter, and appurtenances.
2315.0 Shively Track and Field Renovation Structural Concrete Rebid
2315.0 Shively Track and Field Renovation Structural Concrete Rebid
The University of Kentucky’s Shively Track, used by the men’s and women’s track and cross country teams, is over 30 years old and needs to be renovated and updated. this project will renovate the existing track and field facility by providing a new track and field surface, field event training areas, spectator seating, spectator amenities (concessions, restrooms, etc.) and equipment storage. The existing facility will be completely demolished and the new sports venue will be constructed to provide a first class venue for track and field events, creating a quality experience for both athletes and spectators and will be easy to access and maintain. The new track will be a none-lane synthetic surface track, competitive events, and grass infield. AN athlete only practice throw area will be developed creating a safety for adjacent spectators and warm-up of student athletes. Additionaly, a student athlete area has been developed to accomodate visiting teams. The new design and materials integrated with the adjacent baseball stadium create a synergy for dual use. A new entry plaza is being developed to create an identity for the facility and serves to upgrade th entry into the baseball stadium. Peramnet seating is provided for 3,000 spectators divided between the lower level grandstands. There are buildings to be constructed as part of the project: Field Storage, Throw Storage. Concessions/Restrooms and meet adminstration. Typical building material include concrete foundations and walls, loadbearing CMU, brick, and standing seam metal roof.