CCK-2387-19 CAER Re-Caulk Exterior Precast Stone Facade
CCK-2387-19 CAER Re-Caulk Exterior Precast Stone Facade
Please Note: Addendum 01 has changed the Bid Date
This Project is for cleaning and waterproofing the exterior of the building including replacing failed
insulated glass units. Project includes interior drywall damage repairs and repainting.
Scott County – Coppage Road Culvert Replacement Project
Scott County – Coppage Road Culvert Replacement Project
The purpose of this project is to replace the existing pipe culverts with a reinforced concrete box
culvert on Coppage Road 46 feet South Josephine Road in Scott County, Kentucky.
This project includes a new Field House for high school softball and soccer
training, renovations to the Concessions Building, and renovations or replacement of the Press Box
Building. The Field House is a pre-engineered metal building structure with masonry wainscoting and
includes a large multipurpose indoor training area, locker room, office and support spaces. Base bid
area of the Field House is 5,200 sf. The alternate area for an expanded Field House is 8,400 sf.
Renovations to the Concessions building include upgraded MEP items, new doors and hardware as
well as new finishes. Renovations to the Press Box include new finishes, new doors and hardware; or
total removal and replacement with a prefabricated unit if the alternate is accepted.
Project encompasses the complete interior renovation of 41,329 SF of an existing hotel to
convert it to new conference and office spaces for University of Kentucky Healthcare in
Lexington, KY.
Project consists of construction of a new site entry, and concrete
pad outside of new overhead doors. Interior work to include removal of existing
masonry walls for new overhead door installation, removal of existing 6” concrete floor
and installation of new concrete floor with floor drains.
Original documents have been revised for value engineering to reduce scope.
The project consists of complete tear-off of existing 4-ply smooth surface built-up roof and installation of new SBS Bituminous Membrane Roof System including insulation. A portion of the existing roof is gravel surface – refer to drawings.
City of Lancaster – Contract 1 New Water Treatment Plant
City of Lancaster – Contract 1 New Water Treatment Plant
Contract 1 – New Water Treatment Plant consisting of upgrades to the existing raw water pump station, and intermediate booster station; new flash
mix, flocculation/ sedimentation basins, filter building, clearwell, high service pump station, chemical feed building, electrical, instrumentation/control work and all related appurtenances.
Nicholas County Judicial Center – Site Demolition Package
Nicholas County Judicial Center – Site Demolition Package
The new Nicholas County Judicial Center project will be bid and constructed utilizing the Construction
Management at Risk form of construction contract delivery. Trace Creek Construction will be the
Construction Manager for the project under direct contract with the Nicholas County Fiscal Court. The
new Nicholas County Judicial Center project is generally described as the construction of a new 2-story
facility, including site improvements and demolition of existing buildings.
This part of the project shall consist of demolition of existing buildings, demolition of utilities, and
earthwork to prep the site for the construction of the new facility.
Furnish and install a water softening system in the basement mechanical room of Pavilion A.
The water softening system will service primarily food service operations.
Louisville Metro – Design Build Roof Replacement – City Hall and City Hall Annex – 190138
Louisville Metro – Design Build Roof Replacement – City Hall and City Hall Annex – 190138
Louisville-Jefferson County Metro Government, Department of Facilities Management is soliciting proposals for
design/build services relating to the design and construction of new roofing systems on the City Hall, 601 West
Jefferson Street, and City Hall Annex, 611 West Jefferson Street, building complex in Louisville, KY.
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire. Sealed Proposals must be uploaded,
submitted, and finalized prior to the closing at 03/19/19 3:00pm. The bid document and drawings
are available on Bonfire and Lynn Imaging, all other forms, documents and attachments are available
on (https://louisvilleky.bonfirehub.com/portal).
RFB-187-19 Parks – Mineral Mound Golf Greens Bermuda Conversion
RFB-187-19 Parks – Mineral Mound Golf Greens Bermuda Conversion
Project Manager Name: Josh Morgan Phone: (502) 564-3155 Email: josh.morgan@ky.gov
Estimate:
$ 84,500.00
Estimated Length of Project:
June 14, 2019 (Substantial Completion) + June 29, 2019 (Final Completion)
The project will consist of planting Ultradwarf bermudagrass sprigs on 115,000 square feet of exisitng golf course greens and expansion areas at Mineral Mound State Park Golf Course in Eddyville, Kentucky.
CCK-2384-19 PAV WH Exterior Fencing for Quench Lines
CCK-2384-19 PAV WH Exterior Fencing for Quench Lines
This project is to fabricate and install a new painted steel guardrail on top of existing concrete wall at PAV WH, University of Kentucky Medical Center. All work will be coordinated through the medical center physical plant division.
Description and location of Project: This unit based construction order is for a concrete gravity wall along the south bank of Beargrass Creek near Lexington Road in Metro Council District 9.
LFUCG – Storm Sewer System Cleaning Rehabilitation 2019 – 20-2019
LFUCG – Storm Sewer System Cleaning Rehabilitation 2019 – 20-2019
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for Storm Sewer System Cleaning/Rehabilitation.
The work consists of the construction and/or furnishing of various items as listed in the Bid Schedule, the various storm sewer system rehabilitation work in Lexington-Fayette County, Kentucky at work sites to be determined.
City of Stanford Waterworks – Contract 1 – Waterline Upgrades & Extensions
City of Stanford Waterworks – Contract 1 – Waterline Upgrades & Extensions
This project consists of one (1) contract. Contract 1 consists of
installing approximately 300 L.F. of 3” PVC waterline, approximately 47,000 L.F.
of 6” PVC waterline, approximately 12,000 L.F. of 8” PVC waterline, approximately
20,000 L.F. of 12” PVC waterline, and all necessary appurtenances.
Estimate:
$ 54,300.00
Estimated Length of Project:
(Substantial Completion) + May 31, 2019 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 5.5 acres of mine land in Perry County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 1 bond forfeiture permits.
Estimate:
$105,000.00
Estimated Length of Project:
(Substantial Completion) + 75 Calendar Days (Final Completion)
The Denver and Kathy Tackett Drainage AML Reclamation Project, approximately 19.7 acres total, consists of the proper closure of a mine opening and the installation of drainage controls at one site in the community of Drift, in Floyd County. The project site is located in the Wayland Quadrangle at 37° 28’ 56” N, 82° 45’ 35” W. To reach the site from Prestonsburg, take KY 80 west to KY 680 and turn left. Travel KY 680 until it dead ends into KY 122 at Minnie. Turn left onto KY 122 and travel 1.5 miles. Turn left onto Cow Hollow Road, CR 1233 (across from the baseball field along KY 122). Travel 0.2 mile to the residence on the left.
One partially open, and three likely collapsed, draining portals are located on a bench on the Tackett property. The slope below the portals is saturated and unstable, and the Tackett house seat stays saturated.
Reclamation at the project site, approximately 1.8 acres, consists of the closure of one open mine portal with a wildlife-accessible closure and the collection of drainage on the bench with combination rock-ditch and subdrain. This drainage will be directed into a proposed concrete block tied-mat ditch to control the drainage down the slope. The tied-mat ditch will meet with and enhance an existing drain that flows beside the residence. Additional lengths of combination ditch/subdrain will collect water from the rear of the Tackett property and transition it into the concrete block tied-mat ditch.
Waste material will be transported to an off-site location, approximately 17.9 acres, previously reclaimed by AML during the Drift Refuse Fire AML Reclamation Project and Shirley Reed Belcher Slide AML Reclamation Project. The site was also used as a waste area during the William Bevins Slide Small Purchase AML Reclamation Project. The site is located at 37° 29’ 16” N, 82° 45’ 36” W. It is anticipated that only a relatively small part of the permitted acreage will be used to place fill. No trees 3” in diameter or more at breast height are proposed to be removed at the waste area site.
A sediment and erosion control program, consisting of such measures as constructing hay bales/silt fence to be maintained throughout the life of the project and prompt re-vegetation using agricultural limestone, fertilizer, seed, and mulch, as needed, will be implemented on all areas disturbed by this project. Trees 3” in diameter or more will require removal at the project site. Utility relocation may be needed during the construction of this project.
The project site and waste area have been previously disturbed by coal mining operations, road construction, utility installation, landowner development, and/or previous reclamation projects. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
Access to the work areas is via county roads, a residentially maintained driveway and yards, and an existing maintained access road. A quantity of roadway stone may also be needed for access, as necessary. This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
Estimate:
$134,325.00
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The proposed Nicole Darnell Drainage AML Reclamation Project, approximately only 1.0 acre total, consists of installing drainage devices to control previously mined areas and close any portal discovered during excavation, in the community of Pike County. The sites are located in the Broad Bottom Quadrangle. The site is at 37° 31′ 17.5″ N, 82° 34′ 36.50″ W. To reach the all the sites from the US-23 S/US-460 E interchange in Prestonsburg head east toward Pikeville for 17.6 miles at Power Drive and then turn right onto Ratliff Branch Road. The site is at the end of the road.
The project entails installing various types of drainage controls to stabilize the soils. These include the construction of 100’ of combination sheer key and rock toe buttress, subdrain and surface ditches along an existing mine bench and around the Darnell residence, and armoring existing ditches to prevent erosion. Construct a Concrete Diversion Ditch and subdrain behind the Darnell residence to ensure the saturated, unstable hillside does not slide in the future. Replace the existing culvert at the entrance of the project area and install a concrete headwall. The highwall along the mine bench will excavated, and material is to be placed along the base after subsurface drainage controls are installed. The yard areas receive residential seeding and all other areas receive the AML general reclamation seed mixture. Trees greater than 3” diameter will be cleared on the unstable slopes behind the home where the combination keybuttress is to be installed and trees less than 3” diameter will be removed along the stable mine bench prior to backfill placement.
The project site area have previously been disturbed by coal mining operations, house seat development, utility installation, road construction, and/or landowner activities. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
Construction disturbances will be kept to a minimum with a stringently formulated sediment and erosion control program. Prior to beginning any major earth disturbance (excluding initial site preparation for access only), all silt control measures will be installed. These include silt traps and silt barriers (bales & silt fence) at the project site and the waste area. Trees greater than 3” diameter at breast height will be cut. All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, residential or wildlife seed, and mulch, as necessary. Standard measures will be used for dust control and work hours will occur during AML’s standard time frame of 7 am to 7 pm Monday-Friday with shorter hours for “critical” work items.
Access to the site is via county roads, residential driveways and yards, and an existing access road. This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist
of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety
The scope of the projects are to eliminate existing old main electrical service disconnects and reconfigure the incoming utility service to an alternate disconnect. The projects also provide for the demolition of existing equipment no longer in service and refeed certain existing equipment from an existing electrical service distribution panel.
Cumberland Falls Highway Water District Contract 2 – SCADA System
Cumberland Falls Highway Water District Contract 2 – SCADA System
Contract 2: SCADA System consists of furnishing all labor,
materials, equipment, and appurtenances required to provide a complete fully functional SCADA System including a base control at the office, five storage tanks, two solenoid control valves and three booster pump stations.