Utility Transfer Switch Replacement: This project consists of coordination with the utility for utility transfer switch replacement and main and back-up feeder replacement serving the Cold Harbor Central Utility Plan in Frankfort, Franklin County, Kentucky.
CALL 200 CONTRACT ID 191001 BOONE COUNTY NHPP IM 0757 (144) : I-71/I-75 ADD AUXILIARY LANES ON I-71/I-75 FROM KY-536 TO US-42 (NB & SB) AS PER THE INTERCHANGE JUSTIFICATION STUDY, A DISTANCE OF 1.93 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 06-00014.50.
CALL 107 CONTRACT ID 191203 LINCOLN COUNTY STP BRZ 0803 (175) : KY 1247 (MP 17.670) REPLACE BRIDGE ON KY 1247 OVER ST. ASAPH CREEK, 0.044 MILES SOUTH OF KY 78 (MP 17.710), A DISTANCE OF 0.07 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 08-01055.00.
CALL 106 CONTRACT ID 191202 MCCRACKEN COUNTY STP BRZ 0103 (375) : HUSBANDS ROAD (KY 1954) (MP 0.768) ADDRESS DEFICIENCIES OF BRIDGE OVER BOTTOM DITCH ON KY 1954, 0.7 MILES NORTH OF KY 348 (MP 0.790), A DISTANCE OF 0.07 MILES. BRIDGE REPLACEMENT. SYP NO. 01-01152.00.
CALL 105 CONTRACT ID 191002 GRANT COUNTY STP BRZ 0603(263) : SOUTH BLANCHET ROAD(CR-1138) ADDRESS DEFICIENCIES OF BRIDGE ON SOUTH END OF BLANCHET ROAD 0.3 MILES NORTHEAST OF US-25, A DISTANCE OF 0.13 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 06-08714.00.
CALL 104 CONTRACT ID 191201 BOONE COUNTY STPM 8129 (004) : TURFWAY ROAD (KY 717) (MP 0.7000) IMPROVE SAFETY ALONG KY 717 AT THE 90 DEGREE BEND NEAR THE CINCINNATI/NORTHERN KY AIRPORT, 0.337 MILES NORTH OF KY 1017 (MP 1.000), A DISTANCE OF 0.30 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 06-00433.00.
CALL 101 CONTRACT ID 191005 MCCRACKEN COUNTY NHPP 0601(205) : US-60/I-24 CONSTRUCT A DOUBLE-CROSSOVER DIAMOND INTERCHANGE ON US-60 AT THE I-24 INTERCHANGE NEAR KENTUCKY OAKS MALL, A DISTANCE OF 0.87 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 01-00154.00.
CALL 100 CONTRACT ID 191004 MCCRACKEN COUNTY NHPP 0601(205) : US-60/I-24 CONSTRUCT A DOUBLE-CROSSOVER DIAMOND INTERCHANGE ON US-60 AT THE I-24 INTERCHANGE NEAR KENTUCKY OAKS MALL, A DISTANCE OF 0.87 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 01-00154.00.
The project involves re-roof work at the Somerset Community College, South Building in Somerset, KY. The existing approximately 10,489 square foot roof to be removed is a ballasted asphalt roof on top of sloped metal deck. The new roof system is a SBS Modified Asphalt Two Ply system that is cold adhered over a 3 1/2″ rigid board insulation. New coping cap will be installed as well. New roof drain and overflow drains will also be installed.
This Work includes replacing the roof on Newman Hall and replacing the roof on the canopy only of Godbey Hall, both buildings being located on Southeast Kentucky Community and Technical College’s Cumberland campus. All existing roof membrane, parapet flashing, insulation, and cant strip will be removed and disposed of off-site. The coping on the parapet at Newman Hall will be removed and protected from damage for re-installation. The reglet counterflashing will be reused where the roof membrane terminates into the brick wall on two sides at the canopy roof of Godbey Hall. Newman Hall has a significant number of mechanical curbs and penetrations to flash, including 16 skylights arranged in a fairly tight grid at the center of the building. Coordinate with Drawings and Specifications for additional information and details regarding new roof installation.
The project consists of new PVC roofing membrane installed over existing metal panel roof system. Clean roof surface, loose lay rigid Isocyanurate insulation between standing seams, loose lay ½” cover board insulation over entire roof and mechanically fasten both layer of insulation to existing metal roof. Mechanically fasten .060 PVC membrane roof over insulation. Install all PVC flashings and metal components to complete the installation.
18-129 / Lime Unloading System Renovation at B.E. Payne Water Treatment Plant
18-129 / Lime Unloading System Renovation at B.E. Payne Water Treatment Plant
Louisville Water Company is requesting Bids for Replace the lime unloading piping and dust collector system. Perform selective demolition on lime and soda ash systems.
Renovation of Elevators No. 1 and No. 2: Removal and replacement of door operator equipment; removal of the existing resilient base, surface preparation, and installation of new resilient base; removal of the existing vinyl flooring, surface preparation, and installation of new textured rubber tile flooring; installation of new stainless steel kick plates over existing laminate elevator cab wall finish; removal of existing and installation of new framed LED ceiling system; installation of new threshold assembly at hoistway pit door; installation of new jamb protection at each elevator entrance on each floor; removal of existing and installation of new hall call push station at each elevator entrance on each floor; removal of existing and installation of new interior elevator car position indicator; and removal of existing and installation of new car control station. Renovation of Elevators No. 3 and No. 4: Removal of the existing resilient base, surface preparation, and installation of new resilient base; and removal of the existing vinyl flooring, surface preparation, and installation of new textured rubber tile flooring.
The project consists of 3 buildings:
PVC Roofing: (2 Buildings)
New PVC roofing membrane installed over existing metal panel roof system. Clean roof surface, loose lay rigid Isocyanurate insulation between standing seams, loose lay ½” cover board insulation over entire roof and mechanically fasten both layer of insulation to existing metal roof. Mechanically fasten .060 PVC membrane roof over insulation. Install all PVC flashings and metal components to complete the installation.
Roof Coating: (1 Building)
Clean roof surface, seal all exposed screws, apply 2-coat elastomeric coatings and metal components to complete the installation.
The work consists of interior renovation of approximately 3,700 square feet of interior renovation from storage to two (2) 1,500 sf Conference Rooms separated by an accordion retractable partition. It also includes construction of a corridor to serve these two rooms. The work involves structural, mechanical, electrical and architectural work. Trades involved are HVAC, controls, lighting, power, plumbing, fire protection, drywall, steel stud framing, aluminum storefront windows and doors, acoustical ceilings, casework, carpet, vinyl tile, painting and finishes.
City of Hyden – 2016 Safe Routes to Schools Maple Street Sidewalk Project
City of Hyden – 2016 Safe Routes to Schools Maple Street Sidewalk Project
The Project includes but is not limited to the following:
2016 Safe Routes to Schools – Sidewalks Project
a.) 450 SY 48″ Concrete Sidewalk
b.) 200 LF 18″ Corrugated Metal Drainage Pipe
c.) 2 EA Drop box inlet with frame and Lid
d.) 200 LF 6″ Concrete Curb
e.) 1 LS Painting and Striping
Please Note: Addendum 01 has changed the PreBid and Bid Dates
Estimate:
$155,957.25
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed project (approximately 12.5 acres total) consists of drainage controls and slope stability reclamation in Pike County. The project area is located on the United State Geological Survey (USGS) 7.5′ Meta quadrangle (see the attached project and site maps).
The Larry & Shirley Thompson site consists of slope stability and drainage controls at the Thompson and Charles residences. The site is located at 121 Thompson Branch, near the community of Pikeville, KY. The project area is centrally located at N 37° 32′ 41.80′, W 82 degrees28′ 12.05. To reach the site from the AML Prestonsburg regional office, head east on KY 302 toward KY 302 N. Travel 2.6 miles and then turn left to merge onto KY 80 E/US 23S/US 460E toward Pikeville. Travel 19.3 miles then turn left onto US 119N. Travel 2.8 miles then take the ramp to Burning Fork/Zebulon/US 1426. Travel 0.6 miles and then continue straight onto Zebulon Hwy for 2.4 miles. Turn left onto Thompson Branch. Travel 0.3 miles and the Thompson residence will be on the left.
Reclamation work consists of installing 95 L.F. of subdrain and 40 L.F. of pipe along the hillside at the Thompson residence, A 55L.F. long, 5′ high reinforced concrete wall will be installed in front of the Thompson’s carport and home. At the Charles residence, 160 L.F. of subdrain will be installed along with 125 L.F. of ditch. A 54 L.F. long, 12′ high gabion wall will be installed for slope stability. All work can be accessed from existing roadways and driveways. The waste material generated during project work will be hauled to the approved Pike County Landfill located at N 37.5757°, W 82.4503° near the community of Pikeville, KY.
During the process of these construction activities, trees over 5 inches in diameter at breast height will not have to be removed in the AML problem area to install drainage controls. 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 will be implemented on all areas disturbed by this project.
Entry to the work areas will be accessed by the county road, residential driveways, and residentially maintained yards. The entire project work area slated for any excavation has been previously disturbed by any or all of the following: coal mining operations, including mine drainage, timber operations, gas/oil well development, residential development, road construction, and/or high velocity water flows associated with heavy rain events and flooding. 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.
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 DOCJT developed a “Best Management Practices Plan, February 6, 2018 by Joseph R. Wallace” that calls for removal of lead when 1,500,000 rounds have been fired in an individual range or sooner if an impact area is significantly saturated. As of 12/31/17 Range B has had approximately 1,773,451 rounds of leaded ammunition fired into the berm with 149,972 leaded rounds fired in 2017. Range A has a total of 1,116,878 rounds fired into the sand berm as of 12/31/17 with 54,850 rounds fired into the sand berm in 2017. Ranges C&D have a total of 284,355 leaded rounds fired into the berm with 33,643 of those fired in 2017. See specifications for additional scope of work.
Louisville Water Company Construction Contractor’s Breakfast
Louisville Water Company Construction Contractor’s Breakfast
You are requested to attend our Construction Contractor’s Breakfast on Thursday, January 10th at 7:30 AM, at Louisville Water’s WaterWorks Museum, where we will roll-out our new initiative for contractor supplied materials on pipeline and lead service renewal projects and will outline our 2019 Capital Improvement Plan among other items.
Juice, coffee and donuts will be provided.
To help us properly plan, please RSVP by e-mail tocsparks@lwcky.com or call (502) 569-0882 (Chelsey Sparks’ phone) and leave a short message with your name, company name and number attending.
Furnish all labor, materials and equipment needed to replace two (2) Boilers listed below, at the Blackburn Correctional Complex at 3111 Spurr Rd, Lexington, KY 40511. Work is to include but not be limited to the following requirements. Remove the 2 heat boilers Model #’s PBN1000 located in Dorm 2. This will include: Unwiring the existing boiler. Remove the existing boilers and leave to owner for spare parts. Replace existing expansion tanks with same size. Install 2 new boiler as per specifications.
City of Frankfort Sewer Department – Two Creeks Upper & Blanton Acres I&I Reduction Projects
City of Frankfort Sewer Department – Two Creeks Upper & Blanton Acres I&I Reduction Projects
Project includes the furnishing and installation of all materials, equipment, labor and incidentals
required for the sanitary sewer rehabilitation of the Two Creeks Upper and Blanton Acres
subdivisions. Rehabilitation includes traditional steam or water cured CIPP lining, fold & form
PVC pipe lining or UV cured CIPP lining, sanitary sewer point repairs, service lateral connection
replacements, 8-inch PVC sanitary sewer and manhole replacement, and all other items included
in the plans and specifciations.