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.
CCK-2383-19 Improve Mechanical Infrastructure Central Campus Utility Relocation – 2493.0
CCK-2383-19 Improve Mechanical Infrastructure Central Campus Utility Relocation – 2493.0
Please Note: Addendum 03 has changed the Bid Date
The project will relocate all utilities (chilled water, steam, domestic water, natural gas, electric,
and communications out of the Kirwan – Blanding Residential Complex and Commons. The
Kirwan – Blanding Complex has been decommissioned and is slated for demolition. In order
to proceed with the demolition, all utilities will need to be relocated out of the complex to
maintain uninterrupted service to buildings in the adjacent area.
City of Somerset – KY 1577 Grand Central Boulevard Waterline Relocation
City of Somerset – KY 1577 Grand Central Boulevard Waterline Relocation
The scope of work includes the relocation of approximately 75 LF of 6-inch PVC waterline, 1
Fire Hydrant Assembly, 2 Valve Insertions, and related appurtenances.
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.