CALL 114 CONTRACT ID 191009 MADISON COUNTY STP 6271(016) : I-75 / KY-627 IMPROVE SAFETY AND REDUCE CONGESTION AT THE KY-627 BRIDGE OVER I-75, A DISTANCE OF 0.60 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 07-08403.00.
CALL 102 CONTRACT ID 191206 FAYETTE COUNTY STP BRZ 0703 (329) : MALABU DRIVE (CS 3605) (MP 1.656) ADDRESS DEFICIENCIES OF BRIDGE ON MALABU DRIVE (CS 3605) OVER BRANCH HICKMAN CREEK AST JCT WITH TATES CREEK DRIVE (KY 1974) (MP 1.696), A DISTANCE OF 0.04 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 07-01132.00.
CALL 101 CONTRACT ID 191008 CAMPBELL COUNTY NHPP 0272(117) : US-27 ADDRESS PAVEMENT CONDITION OF PCC PAVEMENT ON US-27 FROM MP 19.4 TO MP 19.85, A DISTANCE OF 0.45 MILES. ASPHALT REHAB WITH GRADE & DRAIN. SYP NO. 06-20016.00.
CCK-2382-19 UK Medical Center Library Renovation Phase 1A
CCK-2382-19 UK Medical Center Library Renovation Phase 1A
Please Note: Addendum 02 has changed the Bid Date
The general scope of the project consist of partial renovation and refresh of approximately
2,096 SF of an academic library located in the basement floor of the College of Medicine. The
Project is an extension of a recently completed project to renovate the majority of the library
spaces on the basement level. New HVAC, systems piping and electric branch systems shall
be installed, utilizing existing mains. Construction teams shall be cognizant of the continuous
operation of adjacent library space through the course of construction.
The existing HVAC system consists of two split system Air Handler units that each serve the East or West side of the building. The existing units have hot water coils for heating and DX coils with remote condensing units on the roof for cooling. The hot water coils are served by the existing boiler located in the Mechanical room. The existing Mechanical room is located central to the building but does not provide adequate space for required service clearances.
The existing boiler will be removed and new Heat Pump/Gas furnace twinned split systems will provide heating and cooling. The heat pumps will provide an efficient heating and cooling system with an auxiliary gas furnace system as necessary. The new units will tie into the existing ductwork above ceilings. A small amount of flexible ductwork will need to be re-installed to allow for better airflow for two of the offices.
Heat pumps will be controlled through 7 day programmable thermostats and standalone controls for the Outside Air motorized dampers. A new roof curb will be provided for the Condensing units on roof along with a new roof hatch for the Mechanical room.
The property is an abandoned creosote wood-treating facility in Mayfield, Graves County, KY of approximately 14 acres. The site is located at 311 E. Hunt Road, Mayfield, KY and was formerly operated as Eastern Tie and Timber from 1977 until 2002. At that time, Kentucky Tie & Timber (KYTT) purchased the property and continued wood-treating operations. KYTT ceased operating and abandoned the property in 2004, Agency Interest #1515.
In early 2005 the Kentucky Department for Environmental Protection, Division of Waste Management, Superfund Branch referred the facility to the United States Environmental Protection Agency (USEPA) Region IV Emergency Response and Removal Branch due to deteriorating site conditions and the possibility of creosote contamination migrating off-site. In 2005 the USEPA initiated an emergency removal of hazardous materials from the site consisting mainly of creosote.
The responsibility for managing Kentucky Tie and Timber was transferred to the KDEP Superfund Branch due to site abandonment. KDEP request a contractor to cap the site with gravel and rip-rap over two areas of approximately 150,870 sf ft and 10,620 sq ft, respectively.
Morehead Utility Plant Board – WWTP Aeration System Improvements
Morehead Utility Plant Board – WWTP Aeration System Improvements
The primary scope of work includes the purchase and installation of a new high speed turbo
compressor to serve as the primary air supply for the existing aeration basin, and related
appurtenances.
Kentucky Dam State Park Airport – Construct New Above Ground Fuel Facility
Kentucky Dam State Park Airport – Construct New Above Ground Fuel Facility
The scope of this project consists of constructing a new above ground fuel
facility. The work includes, but is not limited to, concrete pad and wall, above ground fuel tanks, associated electrical, pavement marking and other incidental work items.
Hopkinsville Water Environment Authority – Eagle Way Bypass Water Main Extension
Hopkinsville Water Environment Authority – Eagle Way Bypass Water Main Extension
CONTRACT #124-2016-04
The installation of approximately 7,585 L.F. of 12-inch and approximately 6,696 L.F.
of 20-inch ductile iron water main pipe and accessories and one 16-inch HDPE river
crossing by directional bore methods.
Mason County Public Library – 2019 Renovation and Addition
Mason County Public Library – 2019 Renovation and Addition
The Owner invites the following Bid on the related Project. The Project consists of the Base Bid Scope of Work construction in two construction + one utility-pre-phases. The Pre-Utility Phase will consist of rework and relocation of the electrical service, communications service, water service, and sanitary sewer service, as well as addition of helical-piles for foundation shoring in the area of the new addition, prior to the construction work. Phase 1 will be the addition of approximately 4,909 SF Ground, + 4,406 Lower level addition to the existing Library building, including a 614 SF covered bookmobile parking area + 138 new entry, along with lower level mechanical area. The renovation of the current children’s library will also be part of the Phase 1 Scope of Work. Phase 2 will be renovation existing 11,000 SF Ground + 2,027 SF Lower level Library, with new finishes, flooring, updated mechanical, new electrical, lighting, power, modified fire suppression, fire alarm and plumbing systems. There will be additional concrete slab jacking by allowance as part of the renovation work as well. The Base Bid Scope of Work will also include the demolition of the current existing adjoining storage building of approx. 2,428 SF, site work, site utility work, as well as renovated and new parking lot areas. Alternate #1 – will incorporate the construction of a separate new slab on grade, wood frame, brick veneer 896 SF Book Mobile Garage.
The project shall include but not limited to concrete slab on grade, concrete footings and foundation walls, steel framed columns, beams, metal stud wall framing, and metal bar joist and steel frame upper level floor structure with concrete slab, and metal bar joist with steel frame and metal deck roof structure with wood truss roof system with standing seam metal roof, brick veneer with cast stone accent trims, to match the existing building. The work shall also include all of the related site work for excavation, building layout, temporary construction fencing & construction trailer; NOI, soil erosion control, excavation & fill; trench excavation, underground storm water drainage system, parking lot revision and replacement including asphalt and concrete paving & striping of lot, concrete curb and gutter, concrete walks, site utilities, lighting and sod landscaping. This work and other related work necessary to complete all work as shown on the Contract Documents.
This project includes work on the Governor’s Mansion listed on the National Register of Historic Places. Work must adhere to the Secretary of the Interior’s Standards for Reconstruction of Historic Structures. The General Contractor shall have 15 years’ experience working on buildings listed on the National Register.
The work shall consist of masonry repairs including injection grouting, stone patching, tuckpointing, caulking and installing chimney accessories.
Work trades include the following:
A. Masonry cleaning in very limited areas of the work
B. Masonry tuckpointing
C. Stone Replacement
D. Stone Patching
E. Stone Repairs
F. Chimney Accessories
The Project generally involves replacing the ceilings, lighting, and HVAC grilles/diffusers to remove potential ligature points in selected unsupervised Patient areas; replacing the aging horizontal hydronic piping mains associated with the heating and cooling system in the areas; and renovations to the select Patient Restrooms and Shower Rooms.
LFUCG – Shillito Park Playground Construction – 12-2019
LFUCG – Shillito Park Playground Construction – 12-2019
Please Note: Addendum 03 has changed the Bid Date!
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Shillito Park
Playground Construction, Lexington-Fayette County, Kentucky.
LFUCG – Lansdowne South Trunk Replacement – 174-2018
LFUCG – Lansdowne South Trunk Replacement – 174-2018
Please Note: Addendum 01 has changed the Bid Date
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the Lansdowne South Trunk Sewer Replacement, which includes the replacement
of approximately 5000 linear feet of 15-inch trunk sewer with larger capacity pipes. The new
sewer will consist of approximately 2,900 feet of 21-inch sewer and 2,100 feet of 24-inch sewer.
The Lansdowne project will connect on the downstream end with two other LFUCG sewer projects
that are also on a concurrent construction schedule, therefore, coordination between the three
projects is mandatory.
Pike County Board of Education – Belfry Vocational School Re-Roofing
Pike County Board of Education – Belfry Vocational School Re-Roofing
The bid is to furnish all
necessary labor, materials, tools, machinery, warranties, and all other items required to
replace existing roofing to meet plans and specifications. Work to include, but not limited to;
membrane roofing, sheet metal, flashing and trim.
19-04 / East Jefferson County Area Lead Service Renewals
19-04 / East Jefferson County Area Lead Service Renewals
Louisville Water Company is requesting Bids for the renewal of lead services on Alta Vista, Arden Road, Arlington Road, Arterburn Drive, Barret Avenue, Bonaventure Blvd, Bost Lane, Brandywyne Drive, Bridget Drive, Brierly Hill Court, Brownsboro Road, Chariot Court, Cherokee Road, Cherokee Parkway, Daleray Drive, Druid Hills Road, Edward Street, Fairlawn Road, Frankfort Avenue, Glenview Avenue, Greenlawn Road, W. Indian Trail, Indian Hills Trail, Jane Street, Jarvis Lane, Lido Court, Lightfoot Road, Longview Lane, Maple Road, Maria Avenue, Mayfair Lane, Mellwood Avenue, Mockingbird Valley Road, Napanee Road, Norlynn Drive, Ormsby Lane, Overbrook Road, Pope Street, Red Rock Court, Regent Way, River Road, Rufer Avenue, Shelbyville Road, Six Mile Lane, Sourwood Court, Springbark Drive, Story Avenue, Therina Way, Tyler Park Drive, Vannah Avenue, Watterson Trail, Wolfspring Drive and Woodside Hill Road. Design information indicates a total of 189 customer service renewals, six (6) customer service discontinues and 111 meter exchanges.
City of Frankfort – East Main Interceptor Rehabilitation
City of Frankfort – East Main Interceptor Rehabilitation
The work to be bid is described as follows:
CCTV approximately 2,600 linear feet of existing sewer, investigate and confirm the horizontal and vertical location of existing property service locations for approximately 38 property service
connections, replacement of six existing manholes, installation of five new manholes, installation
of one new external drop manhole, replacement of approximately 2,495 linear feet of 10” sanitary sewer, reconnection of approximately 38 property service connections, and traffic permitting and coordination with KYTC and emergency agencies including all labor, materials, excavation and
appurtenances. Adequately qualified and experienced contractors are invited to submit bids for the project.
Estimate:
$ 96,217.50
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The project is located in Johnson County on KY 201 north of Paintsville. Take US23 north from Paintsville 2 miles to KY 201. Follow KY 201 for 4.5 miles to Cole Road on the left.
The project area is 3.3 acres. It consists of two portal closures and drainage around the residence. There is a subdrain to be installed behind the house, transitioning to a class II rock ditch that drains to a natural drain along the driveway. Drainage to be installed leading from the portals behind the house are combination rock ditch drains leading along the toe of the slope and drains to a class II rock ditch. A culvert under the driveway downstream of the ditches is to be replaced with a 48″ HDPE culvert with headwalls and debris barrier.
The waste area is located onsite. There will also be grading and installation of an ECB slope on an eroded area on the hill behind the parking area.
The gravel driveway and parking area will be restored. Revegetation of the site, including agricultural limestone, fertilizer, mulch and seed will be done according to standard AML design specifications.