Lexington-Fayette Urban County Housing Authority – Central Office Roof Replacement
Lexington-Fayette Urban County Housing Authority – Central Office
Roof Replacement
Project Location: Lexington, Kentucky
WKU-10249 Construct McChesney Field Pavilion
Western Kentucky University, Purchasing Department, will receive sealed proposals for the following project:
Construct McChesney Field Pavilion
Project Location: Bowling Green, Kentucky
CCK-2495-21 UK Med Center – Get Well Network TV Installations
This project will consist of the removal of existing TV and wall mounts, and installation of new
Smart TVs and wall mounts with required wall patching and painting. The total scope will
cover multiple rooms in multiple buildings across UK Medical Center.
Project Location: Lexington, Kentucky
RFB-248-20 WD – Ashland Roof Replacement
Estimate:
$233,600.00
Estimated Length of Project:
60 (Substantial Completion) + 15 (Final Completion)
The project involves re-roof work at the Ashland Workforce Development Office in Ashland, KY. The existing approximately 8,050 square foot roof to be removed is 2 ply modified bitumen roof over a coal tar roof on metal deck. The new roof system is a SBS Modified Asphalt Two Ply system that is cold adhered over a fully taper rigid board insulation system to be set in hot mopped asphalt. The existing metal gutter and downspouts will be removed and replaced with a new pre-fin. metal gutter and downspouts. Downspouts to be terminated in the existing piping locations.
Project Location: Ashland
RFB-244-20 Deborah Belcher Slide HP AML
Estimate:
$385,365.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Deborah Belcher Slide is a high priority AML Reclamation Project being impacted by ground movement related to AML-eligible coal mining. An area of observed instability is located above and below the access road down to the state highway (KY 195). The project consists of removing earthen material, constructing a reinforced concrete wall between the state highway and the driveway, constructing a reinforced concrete wall with railsteel pilings above the driveway and constructing a rail steel and guardrail lagging wall at the base of the hillside above the driveway.
This project is located on the Belcher USGS Quadrangle in the Ashcamp community at 10615 Ashcamp Road. The Latitude is 37°16’32″ and the longitude is 82°26’45″.
The project will consist of excavation of material to construct the reinforced concrete wall between the state highway and the driveway. Class 2 backfill will be placed between the wall and the driveway with a guardrail at the edge of the driveway. A reinforced wall with rail steel pilings will be constructed above the driveway and a pile and guardrail lagging wall will be constructed at the base of the natural hillside.
All soils/ spoil removed from the site will be hauled to the waste area located as shown on the plans and disposed of in a uniform manner, leaving the area in a level configuration. The waste area will be seeded upon completion.
Trees are present within the unstable area of the project. There are no trees within the waste area. A bid item for tree disposal is included in the project. This bid item includes but is not limited to tree chipping. Most of the trees are anticipated to be no larger than 3″ DBH.
Construction disturbances will be kept to a minimum by the implementation of standard AML Best Management Practices (BMP’s) which will prevent significant amounts of sediment related to project construction activities from entering the waters of the commonwealth. Silt will be controlled during all phases of reclamation to minimize silt leaving the reclamation area. A silt fence or straw bales will be used. After construction has been competed, all disturbed areas will be promptly revegetated using lime, fertilizer, seed, and mulch.
Bituminous and guardrails has been added to the contract to restore the driveway just prior to project completion.
Project Location: Pike
Mason County Fiscal Court – Maysville-Mason County Landfill – Contained Landfill Phase 4/5 Drainage Net
The project will consist of a geocomposite drainage net and related work for approximately 1.63 HORIZONTALLY
MEASURED acres of the contained landfill. Some minor repair work may also be necessary.
Project Location: Maysville, Kentucky
City of Paintsville – Powell Addition Sanitary Sewer Extensions
The work to be bid is described as follows:
Contract 105-17-01 – Powell Addition Sanitary Sewer Extensions.
The
construction of new gravity sewer lines, laterals, cleanouts and associated manholes.
The project also includes two (2) grinder stations and small diameter force mains.
Project Location: Paintsville, Kentucky
Breckinridge County Board of Education – Breckinridge High School
Project consists of furnishing all labor and materials to
complete the BRECKINRIDGE COUNTY HIGH SCHOOL
Project Location: Harned, Kentucky
Warren County Board of Education – South Warren High School Tennis Courts and Regrading
Project consists of the regrading of the existing site in order to
promote better drainage. Scope also includes construction of eight tennis courts on the
school property.
Project Location: Bowling Green, Kentucky
RFB-243-20 Boyd Creek Culvert Repair
Estimate:
$118,800.00
Estimated Length of Project:
60 (Substantial Completion) + 30 (Final Completion)
The project involves replacing an existing failed 48-inch culvert located at the rear of the Boyd Regional Juvenile Detention Center in Ashland, Kentucky. A high-pressure 12-inch gas main owned by TC Energy crosses and lies just above the existing culvert pipe and does not currently meet the coverage and separation requirements stated by the utility. The work is to construct a double 48-inch RCP culvert with concrete pipe headwalls on the upstream and downstream ends approximately 23.5 feet offset to the existing culvert. The existing culvert will be abandoned and filled. The work will include approximately 175-feet of channel relocation work. The upstream and downstream channel banks will be lined with 18-inch thick Class II channel lining to a depth of 3-feet, and channel slopes lying above the channel lining will be covered with erosion control mat.
Project Location: Ashland
RFB-241-20 BCTC Cadaver Observation Lab
Estimate: $ 37,914.00
Estimated Length of Project: 45 (Substantial Completion) + 15 (Final Completion)
The scope of work encompasses conversion of an existing 18.5’x26.7’ science prep
room on the Third Floor of the Classroom Building at the Bluegrass Community &
Technical College Newtown campus into a Cadaver Observation Lab. Modifications to
finishes, door hardware, HVAC, electrical, and plumbing will be required.
Project Location: Lexington
20-79 / 60 Inch Gate Valve and Grid Tie Project
Louisville Water Company is requesting Bids for the furnish of all labor, tools, equipment, and materials required by the Contract Documents to supply and install four (4) horizontal 60” gate valves with integral bypass valves on an existing 60” RCCP pipeline, 35+/- LF of 60” PCCP, 100+/- LF of 24” PC350 D.P.W., three (3) vertical 24” gate valves with integral bypass valves, and appurtenances per project specifications and as shown on the project plans. All of the above made ready for use in accordance and compliance with the Contract Documents. All materials to be supplied by the Contractor.
Project Location: Louisville, Kentucky
City of Warsaw – 2020 Wastewater Treatment Plant Improvements
The program of work for which bids are to be submitted consists of demolishing and removal of an existing sludge dewatering centrifuge system, installation of a new rotary sludge press skid-mounted unit and all
associated appurtenances and electrical items for the new unit, including all associated appurtenances and miscellaneous items, including all other associated electrical, mechanical, and structural work, related appurtenances, and other work for a complete installation.
Project Location: Warsaw, Kentucky
Hancock County Airport – Lighting Project
Project consists of furnishing all labor, materials and equipment and performing all work necessary for Lighting Project at the Hancock County Airport
Project Location: Lewisport, Kentucky
City of Martin – Emergency Water Line Extension Project
This project consists of providing all materials, labor, and equipment for the construction of 540 LF of
ductile iron water line, 2,280 temporary HDPE water line, three 8-inch insertion valves on water line, 17
gate valves on water lines, eight gates valves on sanitary sewer force mains, and relocation of a control
panel for a sanitary sewer lift station.
Project Location: Martin, Kentucky
Bell County Public Library – Addition & Renovation Project
Scope of Work consists of,
but is not limited to the following:
• Sitework
• Earthwork
• Concrete foundations
• Wood Roof Framing
• E.I.F.S. Veneer
• Fiber Cement Products
• Wood stud & gypsum wall board construction
• Hollow metal doors & frames
• Metal Roof Panels with Rigid Insulation and Roof Patching that matches
Existing
• Doors / Sectional / Coiling
• Casework
• Finishes
• Electrical
• HVAC
• Plumbing
Project Location: Middlesboro, Kentucky
Housing Authority of Carrollton – RFP
The following work is required at a minimum:
• Provide and install new aluminum Transaction Window with bullet resistant
glazing, speaker port and dip tray as shown on attached cut sheet.
• Scope of work to include removal of existing sliding glass window and
frame, and any necessary modifications to the existing reception counter
required to install the new transaction window and dip tray.
• Contractor to schedule appointment with Housing Authority of Carrollton
for any field verification necessary prior to bidding.
• Provide list of manufacturer of Transaction window to be provided.
• Provide a list of any Sub-Contractors being used for completion (if
applicable).
• Provide schedule of completion. Including availability to begin work.
• Provide minimum of three (3) client references. (Please avoid using other
contractors as references)
• Provide Certificates of Insurance indicating coverage for Workers
Compensation, Auto and General Liability (limits of liability for Auto and
General Liability to be $.500,000).
Project Location: Carrollton, Kentucky
CCK-2493-20 Replace AHU#1 – PAV H – General Construction
Project includes the replacement of existing AHU H-1 located on the ground floor of Pavilion
H and serves portions of the ground and first floors. Bid Pack #1 includes all building
automation control work to accomplish the project as detailed within the project drawings and
specifications. Additional Bid Pack #2 sheets were included in Bid Pack #1 for the contractor’s
reference and are marked “For Reference Only”. Bid Pack #2 includes the remainder of the
mechanical, structural, fire protection, plumbing, and electrical work as detailed on the plans
and specifications and will be forthcoming immediately upon the successful award of BP #1.
The mechanical contractor for Bid Pack #2 shall carry an allowance for the sum of the
controls work as issued by addendum to Bid Pack #2.
Project Location: Lexington, Kentucky
RFB-240-20 Re-Ad of RFB-31-20
Estimate:
$372,368.00
Estimated Length of Project:
210 (Substantial Completion) + 30 (Final Completion)
The primary scope of work includes removal and replacement of existing aluminum and steel windows, aluminum storefronts, tuck pointing, repair and coating exterior concrete masonry walls, preparation and painting existing exterior doors, frames and lintels. Window replacement includes removal of windows, window blinds, brackets, anchors and clips, at all window locations. Interior and exterior steel flanges (lintels) at windows and overhead door frames are to be cleaned, sanded and painted as part of the work.
Project Location: Bardstown
RFB-235-20 JCTC Carrollton Parking Lot Expansion
Estimate:
$281,653.00
Estimated Length of Project:
60 (Substantial Completion) + 15 (Final Completion)
The project is to expand the existing campus parking lot. The scope includes some minor site clearing of limited pavements, existing curb and gutter and treeline. Construction includes erosion control, earthwork with lime stabilization, new concrete curb and gutter, sidewalk, limited storm drainage, asphalt paving and landscape including trees, sod and hydroseeding. The scope also includes parking lot lighting and camera locations consistent with the existing parking lot. The project is to be constructed during the summer months to minimize interference with College traffic and parking; the Contractor shall be responsible for managing access and minimizing interference between construction traffic and campus traffic.
Project Location: Carrollton
Bullitt County Public Library – Main Branch
The project consists of a General Construction Contract, including
site, grading, landscape, architectural, structural, mechanical, electrical and fire protection work for The New Bullitt County
Main Library.The proposed work will encompass approximately 45,000 square feet of enclosed area.
The new building is a one-story facility, which includes parking and site work, courtyards, landscaping, concrete foundations
and slabs, structural steel framing, a geothermal well-field, mechanical and electrical systems, power, data, and security
systems. Exterior building envelope scope includes brick masonry, metal panel system over cold-formed metal framing, glass
curtainwall system, canopies, and SBS modified roofing system. Interior building finishes include carpet, resilient flooring,
porcelain tile, aluminum storefront and doors, hollow-metal glazed frames with wood doors, gypsum drywall partitions,
acoustic panel ceiling, acoustic baffles, movable partition, painting, millwork, and other interior finishes.
Project Location: Shepherdsville, Kentucky
City of Shelbyville – Police Department Addition & Renovation
Scope of Work consists of, but is not
limited to the following:
• Selective Demolition
• Generator Relocation
• Concrete Foundations
• Light Gage Metal Framing
• Concrete Masonry Unit Construction
• Brick Veneer
• Steel Joist/Stairs/Elevated Concrete Slabs
• HVAC
• Electrical
• Civil Work
Project Location: Shelbyville, Kentucky
RFB-239-20 292 Slide HP AML
Estimate:
$475,175.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The proposed project (approximately 5.4 acres total) consists of stripping a slide to rock
reclamation in Pike County. The project area is located on the United States Geological Survey
(USGS) 7.5’ South Williamson quadrangle (see the attached project and site maps).
The project consists of stripping a slide to rock to prevent a KY 292 and roadside from
being blocked. The project area is centrally located at 37°40’7.69″N 82°17’40.96″W. From
downtown South Williamson KY, drive west on highway 292 for 0.8 miles. The site is on the
left. From the site, travel west on highway 292 for 0.6 miles, turn left on highway 612. Travel
south for 1.75 miles until reaching Money Branch. Turn Left, travel approximately 0.3 miles
until reaching the waste area (pit.) The waste area is located at 37°39’6.12″N, 82°18’3.92″W
Reclamation work consists of Earthwork, “stripping the slide to rock with a transition
zone.” The excavated material will be securely transported to an off-site waste area. All
excavated material will be end dumped and graded into the waste area (pit). This previously
disturbed pit was created by a deep mining operation.
Class II/III included to be placed as directed as an erosion control and stability material.
Hoe Ram is setup to construct rock excavated ditches and to break large boulders encountered
during earthwork efforts. Erosion Control Blanket – ECB is setup to install on transition zone to
allow for revegetation and prevent erosion in these areas. Silt Barrier – Bales & Fence is
included to be installed as road level to control sediment.
A sediment and erosion control program, consisting of such measures as constructing hay
bales/silt fence and an instream rock check 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.
Site Preparation has been setup to clear all trees from the slide and transition area. It is
also includes sediment and silt cleanup across the highway 292 as depicted in the plans. (No
trees 3″ in diameter or greater will be disturbed in the project EXCEPT for those in the slide
and transition zone area.) Traffic Control (including Jersey Barrier Placement) has been setup
to safely manage traffic within the project/NEPA limits in strict accordance with KYTC
encroachment permit. Hydromulch & Hydroseeding is setup to revegetate the slide and
transition areas.
Dense grade, Roadway stone and Bituminous Repair is setup to provide for repair in kind
non-state maintained roadways used for access and to construct a diversion on KY292 (lane
shift). Both temporary and permanent striping is included for guidance of traffic. Utility
relocation is setup to protect and/or repair an existing gas line located at the bottom of the slide
area and at other locations, if utilities are disturbed to facilitate reclamation activities.
Project Location: Pike
Larue County Water District 1 – Office Building – Contract 2
The Project consists of constructing a new office building.
Project Location: Buffalo, Kentucky
RFB-237-20 Danville Career Center Roof Replacement
Estimate:
$151,000.00
Estimated Length of Project:
60 (Substantial Completion) + 30 (Final Completion)
This Work includes installing a new 2-ply SBS Modified Bitumen roof membrane at the Danville Career Center located at 121 E Broadway St, Danville, KY 40422. Total new SBS Modified Roof Membrane area is approximately 5,400 square feet (54.00 Squares). Existing roof deck is lightweight insulating concrete sloped to two internal roof drains and two external parapet scuppers. Existing roof membrane to be covered by new gypsum cover board prior to installation of new roof membrane. New membrane to be installed in cold-adhesive with hot air welded seams on cap sheet. Existing brick masonry chimney is to be demolished down to the roof deck and the deck patched with light-weight concrete prior to new roof membrane installation. Two internal roof drains and two parapet scuppers will be flashed into the new roof membrane. New metal conductor heads and downspouts will replace existing at two scupper locations. A gang of mechanical curbs will be re-flashed under existing steel beams supporting existing mechanical equipment. Contractor to coordinate lifting steel beams and mechanical equipment to allow new roof membrane and curb flashing installation. Several miscellaneous penetrations and roof top features will be flashed per new roof system details, including exhaust fans, waste stacks, and a roof hatch. A new metal coping will be installed at the perimeter parapet and extend down the exterior wall face to fully conceal existing stone coping. New walk pads will be installed per locations on drawings. See drawings and specifications for additional information.
Project Location: Danville