Madison County Utilities District – Tates Creek Road Water Line Replacement
Construction of 160 LF of 6″ PVC Water Main, 220 LF of 6″ PVC Fusible Water Main, 2 Wet Tap
Connections, 10″ Directional Bore, 1 Bypass Meter, 1 Blow-Off, 50 LF of Road Bore with Steel
Encasement, 20 LF of Free Bore, 3 Service Line Connections, 2- 2″ Blow Offs and other necessary
items
Project Location: Richmond, Kentucky
Rowan County Fiscal Court – EMS Building
Project consists of construction of the approximately 3,300 s.f. new EMS Building
Project Location: Morehead, Kentucky
East Bernstadt Independent Board of Education – Board Office
New Board Office and related site work including parking, storm
modifications and landscaping. The building structure is wood framed with wood trusses with
masonry veneer and shingle roof.
Project Location: East Bernstadt, Kentucky
Broadfern Pump Station Elimination
Description and location of Project: This Contract provides for the installation of approximately 1,000 linear feet of 8-inch sewer; 10 sanitary manholes, and 12 property service connections; pavement restoration; erosion prevention and sediment control; decommissioning of one pump station (Broadfern); and appurtenant work. The project is generally located along Broadfern Drive, Davhal Drive and South Watterson Trail. All work shall be done in accordance to MSD’s Standard Specifications.
Project Location: Louisville, Kentucky
Mt. Sterling Water & Sewer – Howard’s Mill Water Line Replacement Project Phase I
This project consists of an estimated 2,480 feet of 8” class 350 ductile iron pipe, 400 feet of 8”
DR 14 PVC pipe, 307 feet of 12” encasement pipe, reconnection of service lines, along with
related accessories.
Project Location: Mt. Sterling, Kentucky
Wayne County Board of Education – Monticello Elementary School Renovation Rebid
The following Bids are requested:
BID PACKAGE 084
ALUMINUM FRAMED STOREFRONTS, ALUMINUM WINDOWS, ALL-GLASS ENTRANCES AND STORE FRONT GLAZING
BID PACKAGE 099
PAINTING AND JOINT SEALANTS
Project Location: Monticello, Kentucky
Wayne County Board of Education – District Services Building Rebid
The following Bids are requested:
BID PACKAGE 084
ALUMINUM FRAMED STOREFRONTS, ALUMINUM WINDOWS, ALL-GLASS ENTRANCES AND STORE FRONT GLAZING
Project Location: Monticello, Kentucky
Greater Fleming County Regional Water Commission – Production Well #4 Project
The Project consists of constructing
a 1,000 gpm gravel packed well, valve vault, building, well pump, controls, associated piping,
raw water line, relocation of emergency generator, site work, electrical and all appurtenances as
shown on the plans and specifications, complete in place.
Project Location: Vanceburg, Kentucky
RFB-215-20 New Pond for Black Bear Exhibit
Estimate:
$ 59,081.62
Estimated Length of Project:
60 (Substantial Completion) + 30 (Final Completion)
The Kentucky Department of Fish and Wildlife Resources (KDFWR) proposes to reconstruct the existing pond located within the existing Black Bear Exhibit located at the Salato Center in Frankfort, Kentucky. The work will include the necessary earthwork to shape the new pond, complete construction of a new gunnite concrete pond and a new pump system. The removal and replacement of the existing rock boulders will be performed by the KDFWR staff in addition to the removal and disposition of the existing concrete pond. renovate the existing Bear Enclosure located at the Salato Center in Frankfort, Kentucky.
Project Location: Frankfort
20-54 Pumpkin PRV
Louisville Water Company is requesting Bids for all labor, rigging, tools, equipment, and materials to install pre-fabricated, underground pressure reducing valve station, water main, landscaping and restoring site. Furnish and install all items and accessories for a complete project
Project Location: Louisville, Kentucky
City of St. Matthews – City Hall Flooring Replacement
Project consists of furnishing all labor and materials and the performance
of all work required for the
St Matthews City Hall Floor Replacement
Project Location: Louisville, Kentucky
Ashland Regional Airport – Airfield Lighting Improvements
This projects consists of furnishing and installing electrical equipment in a
new vault, removing existing vault equipment and addressing apparent code concerns, removing
and replacing the runway edge lighting system, removal of the PAPIs and REILs on both
runway ends and replacing them with new L-881(L) LED PAPIs and new L-849(L) LED
REILs, adding obstruction lighting to the beacon tower, and the associated cabling, duct work,
and handholes. A new electrical vault building will also be included. The contractor will furnish
and install new electrical equipment and materials in the electrical vault building. The existing
taxiway constant current regulator will be relocated to the new vault.
Project Location: Worthington, Kentucky
WKU-10246 JOC Sod Contractor
Sealed Bids are requested by Western Kentucky University, Department of Planning, Design &
Construction (PDC) for Sod Contractors to furnish labor, materials, equipment, and services to set up a
job order price contract for Western Kentucky University (WKU) in accordance with the terms and
conditions of this Invitation to Bid.
Project Location: Bowling Green, Kentucky
Fayette County Public Schools – Tates Creek High School
Questions: Katrina Littrell
Scope of Work of the Project includes Building and Site Work for the construction of a new 358,018 sf Tates
Creek High School designed for 1850 students. Included in the scope of the work is site work and paving
for the campus center and the existing middle school. This high school will be constructed of masonry
veneer on ICF, CMU and CIP concrete walls with areas of metal wall siding and canopy systems. This
multi-story facility will be supported by caissons, grade beams, and spread footing with slab on grade.
Roofing systems will be a 2-ply modified bitumen roof, with select areas of roof sanding seam metal
panel. An ICC 500 compliant tornado shelter will be provided. This will be a high-performance building
with geothermal heating and cooling and enhanced building envelope commissioning. Site work will
encompass extensive earthwork, permeable surfaces, retaining walls, signage, utility work, landscaping,
seeding and sodding, parking, drives and traffic control devices, and irrigated baseball and soft ball fields
and equipment.
Project Location: Lexington, Kentucky
City of West Point – WWTP Repairs and Rehabilitation
This project consists of repairs and rehabilitation of the aeration
system, RAS/WAS return trough, basin walls and vertical walls support repairs, a
new influent inlet box and manual screen, repairs to the air piping for the
clarifiers/skimmers, FRP floor grating replacement, handrail repairs and
replacement, pavement repairs, limited re-grading around the WWTP, and
associated miscellaneous items and appurtenances. Project funding is being
provided by FEMA.
Project Location: West Point, Kentucky
CCK-2485-20 UKGS B031 Epoxy Coat Boiler Room Floor
This project is to prepare and then cover the current flooring in the boiler room at UKGS B031, with the specified epoxy materials.
Project Location: Lexington, Kentucky
RFB-212-20 BSFSR Slide AML
Estimate:
$1,763,200.00
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The project consists of a slide that has undercut 400 linear feet of rail line that is part of the Big South Fork Scenic Railway; this section of track is currently unusable and has shorten the rail way tour operated by the McCreary County Heritage Foundation Inc. This slide is located in McCreary County, approximately 3.5 miles southwest of the community of Stearns KY. The coordinates to the slide area are N 36°40’48.10″N W 84°32’15.90″.
Slide abatement as planned, calls for a 400 linear foot steel piling (HP 10×42) wall to be seated into bedrock. This will require 18″ diameter holes (soil and rock) to be drilled on 3 foot centers which is setup in the plans. This wall will intersect the slide failure plane and prevent other failure planes from developing. The top steel pilings have a reinforced formed and finished concrete cap as part of the design to strengthen the wall unit. Deadman are setup at 5 locations behind the wall, which consist of addition pilings with reinforced concrete cap tied into the wall cap. Deadman will provide for additional wall strength between stations 12+35 to 14+70 where the soils are the deepest and forces against the wall will be the greatest. All pilings will be encased in non-formed and finish concrete to provide for stability of the wall/Deadman. 60 KSI reinforcing steel is setup to be used in all reinforced concrete.
Track / Ballast removal of the damaged 400 feet section of rail line will be removed to facilitate wall construction and overall reclamation efforts. Earthwork is included to excavate down to a construction platform to facilitate the steel pilings and reinforced concrete cap to be constructed. The wall will be constructed in sections and with existing earth backfill in 1 foot lifts and layers of geogrid on 2 foot lifts. The geogrid strengthen earthen berm will be brought up to subgrade level, that will be suitable for track and ballast installation. Ballast installation (No. 4 Stone) will be required.
Class II/III aggregate is setup to construct ditches as directed to properly handle drainage and prevent erosion. Similarly Class II/III is called for on the out slope of the reconstructed earthen berm to prevent erosion and provide long term stability. A 30″ diameter reinforced concrete pipe with concrete head wall is setup to prevent water from ponding on the northern side of the track; this will carry surface drainage beneath the track thereby preventing the track/earthen berm to become saturated. Subdrain is setup to capture any sub-surface drainage discovered during excavation efforts; any sub-surface water collected in subdrains will enhance the earthen berm’s long term stability. A hoe ram bid item is setup to address/reduce the size any boulders too large to move with an excavator. Erosion Control Blanket (ECB) is setup for disturbed slopes (those without aggregate protection) steeper than 3:1 and other areas to enhance revegetation efforts as determined by the ENGINEER.
Utility Relocation involves temporary relocation of power lines to facilitate reclamation efforts along this section of track. Access to the site will be from communities of Stearns and/or Barthell along the rail lines.
Mobilization is setup to provide for construction equipment to be delivered to the site. Most, if not all equipment and materials will be delivered to the site from Stearns KY to the Project site via railcar/locomotive FREE OF CHARGE TO THE CONTRACTOR AND AML. Site preparation is setup to remove vegetation from the work area as called for in AML’s technical specifications. Revegetation efforts will be performed as part of the reclamation efforts. All disturbed areas will be seeded, mulched, and fertilized in accordance AML’s standard revegetation specification. Excess material not used in the reconstructed earthen embankment, will be wasted within the construction limits and revegetated. This will include 1.1 acres of tree clearing to provide for earthen embankment/staging. Silt Barrier-Bales and Fence will be installed at the beginning of construction efforts and will be maintained throughout the project. Best Management Practices will be applied during the project.
Project Location: McCreary
RFB-213-20 HCTC First Federal Bldg HVAC Upgrades
Estimate:
$721,000.00
Estimated Length of Project:
180 (Substantial Completion) + 30 (Final Completion)
The scope of this project is to replace the two existing air-cooled chillers. The HVAC control valves and actuators also are being replaced and a new direct digital control system will be installed.
Project Location: Hazard
Shelby County Public Schools – Area Technology Center – Roof Project
Project consists of, but is not limited to the following:
• Roof Demolition
• Liquid Applied Roofing
• Guttering
• Sheet Metal & Flashing Details
• This is a Direct Purchase Order Project
Project Location: Shelbyville, Kentucky
City of New Albany – Grant Line Road Sight Distance Corrections
The project consists of vertical sight distance improvements on Grant
Line Road from 355 ft. south of Mure de Ronce Drive to 445 ft. north of Mure de Ronce Drive, near
the Blackberry Ridge neighborhood. Improvements include pavement replacement, new curb and
gutter, minor drainage modifications, new driveway approaches, new pavement markings, updated
signage, and all other appurtenant work.
Project Location: New Albany, Indiana
Clinton County Board of Education – Albany Elementary School – Partial Roof Replacement
Partial roof replacement including removal of existing ballasted EPDM membrane
roofing system and installation of new mechanically fastened TPO membrane system.
Project Location: Albany, Kentucky
City of Evarts – Contract 2: Revised Evarts Water Treatment Plant Refurbishing
This contract consists of replacement of the flocculation
systems, high service pumps, controls, various valves/fittings and other ancillary
items.
Project Location: Evarts, Kentucky
DRGWQTC RAS Electrical Modifications
Description and location of Project: The principal features of the work to be performed under this contract include, but are not limited to the following:
The intent of this project is to add redundancy to the utility power source for the RAS Pump Station. The Contractor shall furnish all labor, equipment, and materials required for re-routing substation feeder 1A through a new 15kV switch to provide a redundant 15kV feed to Substation U-8 and disconnecting existing 480V feeders at the Process Water Building and at 9MCC-1 & 2 in the RAS Pump Station. Work shall include new conduit in concrete ductbank for the redundant electrical feed from MH-1 near the Process Water Building to a new 15-kV switch at the RAS Pump Station. The existing 15kV substation feeder 1A from MH-1 to TU-1 is to be removed and re-used as one of the feeders from MH-1 to the new 15kV switch at Substation U-8. The feeder is to be pulled into the new underground ductbank. The conductors in existing conduits will remain and be disconnected at each end. Fuses shall be furnished and installed within Unit Substation U8 in a new parallel 15kV primary switch. Testing and coordination with Louisville MSD and their plant operations shall be facilitated by the Contractor for completion of this Work. Once electrical work is complete, the Contractor is required to restore all surfaces including pavement and grass, natural areas that were disturbed during construction. Contractor will be paid on a lump sum basis for the materials and labor required to complete the work.
Project Location: Louisville, Kentucky
City of St. Matthews – St. Germaine/Winchester/Massie – Road & Drainage Improvements Project
The project provides for all labor, materials, and equipment necessary to provide for road and
drainage improvements.
Project Location: St. Matthews, Kentucky
RFB-209-20 JCTC AMIT Phase 3 – Tech B Renovations
For additional information go to https://eprocurement.ky.gov
Estimated Length of Project:
365 (Substantial Completion) + 30 (Final Completion)
This project is the partial renovation of the Jefferson Community and Technical College downtown campus’ Tech B building currently housing a number of the College’s vocational programs. The work includes renovation for the new Carpentry, General Automotive, and Mercedes Automotive labs.
The scope of work includes, but is not limited to selective demolition of interior CMU walls, mezzanine concrete slabs, and MEP systems. New upgrades include mechanical/electrical/plumbing systems to accommodate the needs of each lab’s teaching requirements, new overhead coiling doors, and reconfiguration of CMU walls for the inclusion of new classroom spaces. Exterior work includes installation of new roof curbs for added mechanical system roof penetrations, and a new exterior concrete curb cut and ramp.
Project Location: Louisville