This project consists of 5 separate buildings. Scope of work includes the existing shingle removal down to deck and installation of new metal panel roof system of 3 roofs (A, C & E), flute fill and PVC overlay of 1 roof (D), removal and replacement of 1 awning and the demolition of 1 canopy (J).
BUILDINGS ‘A’, ‘C’ & ‘E’
1. Remove existing roofing and underlayment to decking of 3 separate structures (A, C&E).
2. Remove & replace any damaged / deteriorated roof decking of roofs.
3. Remove existing gutters and downspouts on all buildings.
4. Install new ice and water shield at perimeters and penetrations of roofs.
5. Install new underlayment, metal roof panels and components on all roofs.
6. Install new gutters, downspouts, valleys and trim where indicated on drawings.
Building ‘D’
1. New PVC roofing membrane & “flute filler” rigid insulation installed over existing metal panel roof systems.
a. Clean roof surfaces
b. Loose lay rigid Isocyanate insulation between roof panel ribs
c. Loose lay HD Iso cover board insulation over entire roof
d. Mechanically fasten both layers of insulation to existing metal roof structure.
e. Mechanically attach .060 PVC membrane roof over insulation.
f. Install all PVC flashings and metal components to complete the installation.
g. Install new pre-finished gutters and downspouts.
BUILDING ‘J’
1. Demolish rear canopy structures & front awning structure, install new awning structure in front
This project includes selective demolition and renovation of the Departures Ticket Hall at
Louisville Muhammad Ali International Airport in Louisville, Kentucky.
Lexington-Fayette Urban County Government – Mentelle Park Drainage Improvements – North
Lexington-Fayette Urban County Government – Mentelle Park Drainage Improvements – North
The project includes providing all construction supervision, labor, materials, tools, test
equipment necessary for Mentelle Park Drainage Improvements–North
Frankfort Sewer Department – Lower Prevention Park Phase 2A
Frankfort Sewer Department – Lower Prevention Park Phase 2A
Project consisting of the
installation of 535 linear feet of 36″ and 395 linear feet of 42″ Casing Pipe by method of bore and jack
beneath US127. US 421. Devils Hollow Road and Ashland Drive with all related work as specified and
shown on the Drawings
Phase 2 is an Architectural renovation and Mechanical/Electrical/Plumbing upgrade. Architectural renovation consists of upgrading the exhibit spaces along the ramp at level 1 and Level 1, with new raised platforms, upgraded exhibit areas and railings along the ramp. It also includes removing the existing stair in the office area, and filling in the floor at Level 2. The existing Level 2 area above the offices is to be renovated and converted to an exhibit space. This works includes removing several walls and ceilings, and after the floor infill, new walls, finishes and MEP components are to be provided. Phase 2 includes New lighting and controls, an upgrade to the existing HVAC system to accommodate the areas affected by the renovated areas.
The Work includes replacing the existing roof systems on the Kentucky Artisan Center in Berea, Kentucky. Roof systems to be replaced include SBS Modified Bitumen membrane system, slate shingles replaced with asphalt shingles with a slate shingle appearance, and standing seam copper roofing replaced with concealed clip, pre-finished standing seam metal roofing. Cut limestone capstones will be cleaned throughout the entire facility. Small amount of aluminum storefront system will be replaced at roof gables.
UK King’s Daughters KD-3280.0-1-26 Improve Parking/Transportation Systems
UK King’s Daughters KD-3280.0-1-26 Improve Parking/Transportation Systems
Acquired approximately 11.69 acres of land located at 525 17th Street in Ashland, KY. This
property has been approved for $3.5 million in construction cost associated for this project.
The nearly twelve-acre parcel will be developed to provide additional parking capacity for the
facility. The acreage will create approximately 1560 spots in total. Phase 1 creating 560
parking spots and Phase 2 creating 1000 parking spots. Civil drawings are provided by
Westek Development for specific work requirements.
Louisville Water Company is requesting Bids for Furnish and Install 380+/- linear feet if 8” PC350 Ductile Iron Water Main, 2875+/- linear feet of 6” PC350 Ductile Iron Water Main, 210+/- linear feet of 4” PC350 Ductile Iron Water Main, 1715+/- linear feet of 6” C900 PVC Water Main, and 430+/- linear feet of 4” C900 PVC Water Main using traditional trench installation techniques. Also included with the project is the supply and installation of 12 fire hydrants, and the supply and transfer, renewal, relocation, or discontinuation of 120 customer services.
Questions or inquiries relating to this project must be submitted through the Louisville Water Company web-based portal by the date and time indicated for this bid.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $1,000,001 – $3,000,000. Bonds are Required. If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a Bid Bond is required. For this Contract, a Bid Bond is required.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires Prime contractor to be prequalified in ALL of the following categories: 4” – 16” Ductile Iron Water Mains, 4” – 16” PVC Water Mains, 1” & Smaller Water Services,1.5” & Larger Water & Fire Services. For information about pre-qualification, contact the Buyer listed above.
The Company will award the Contract to the Bidder presenting a Bid that is responsive to the Specifications, is in substantial compliance with the Contract requirements, and presents the lowest and best price for performing the Work making up the base bid and or Bid that Company determines is in the Company’s best interest, which may not necessarily be the least expensive Bid.
Company Small Business Equity (SBE) Program Preference and Local Preference Program applies to this bid and resultant bid award. SBE Program Preference shall apply first.
Bid Documents except the Bid Table may be obtained from Lynn Imaging located at 11003 Bluegrass Pkwy #460 Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com. The Bid Table is available in Microsoft Excel via download from the designated portal on Louisville Water’s electronic bidding site at https://louisvillewater.bonfirehub.com/portal/.
Bid Documents are also available for review at the following locations: Allied Construction Plan Room, Associated Builders and Contractors (ABC), and Builders Exchange of Kentucky. All recipients of the Bid Documents are required to sign a planholder sheet confirming receipt.
Sealed Bids shall be accepted by Louisville Water Company until 11:00 a.m. Eastern Time on the Bid Submittal Due Date cited above. Louisville Water is using a web-based portal for accepting and evaluating bid proposals digitally at https://louisvillewater.bonfirehub.com/portal/ for this Invitation to Bid. Documents may be uploaded at any time during the open period indicated for each bid. All bids received by the bid submittal date and time, will be unsealed electronically and publicly read via a conference call. You may access the public reading by calling 502-709-7361, Conference ID: 317 611 769# at the date and time of the Bid Submittal Due Date for this Bid.
Pre-qualified Minority/Women Business Enterprises will be afforded full opportunity to submit Bids, and no Bidder will be discriminated against on the grounds of race, color, religion, sex, sexual orientation, gender identity, age (over 40), national origin, protected veteran status, or physical or mental disability which, with or without reasonable accommodation, does not prevent the performance of essential job functions.
The Company reserves the right to reject Bids from Bidders not pre-qualified; the right to disqualify Bids deemed to be defective and/or non-responsive; the right to waive defects in Bids where the Company determines that such defects are immaterial; and the right to reject any or all Bids deemed not to be in the best interest of the Company.
Kentucky Dam State Park Airport (M34) – Construct 8-Unit T-Hangar and Associated Pavements
Kentucky Dam State Park Airport (M34) – Construct 8-Unit T-Hangar and Associated Pavements
The scope of this project consists of constructing a 8-unit T-Hanga.
Associated work items include unclassified excavation, pavement removal, pavement marking,
concrete footing foundations, utility connections, storm drainage structure and pipe installation,
and bituminous pavement.
UK Credit Union – North Lexington Leestown Great Acres Branch
UK Credit Union – North Lexington Leestown Great Acres Branch
The UK Credit Union (UKCU) Branch Prototype Program consists of three (3) new branch banks, each utilizing the same prototype design developed by JRA Architects. Bidders are invited to submit voluntary alternate pricing reflecting potential award of more than one branch — flat per-project discount, held-price commitment, or all-three flat discount — as described in the Invitation to Bid; site-related scopes are excluded from the alternate pricing structure given the independent nature of the work at each location. The first project being bid is the UKCU – Leestown Branch, an approximately 3,000 square-foot, single-story building located at 2788 Ruby River Drive, Lexington, Kentucky, featuring primarily non-combustible construction with a brick, stone, metal-panel, and glass storefront exterior, low-slope roof, canopy-covered drive-thru lanes, and full interior buildout. Marrillia Design and Construction is serving as Construction Manager at Risk for all three (3) Projects under a single master CM Agreement (AIA Document A133–2019), with separate Guaranteed Maximum Prices and project schedules established for each branch.
Project scope entails the replacement, repair, and upgrade of exterior Domestic Water distribution, Sanitary Sewer, and Storm Piping systems at Western State Hospital. The project base bid entails the installation of a new domestic water loop along with new fire hydrants to replace the existing system. New laterals will be provided and tied into existing building service entrances outside each building in a phased manner to minimize water disruption. An add alternate will entail various repair, replacement, and lining of miscellaneous sanitary sewer mains, laterals, and manholes. A separate add alternate will entail the replacement and lining of various sections of storm water piping. All project scope is located on the property of a secure, acute care adult psychiatric facility.
UK-2608-26 Job Order Contractors for General, Electrical, Mechanical, Roofing, Paving
UK-2608-26 Job Order Contractors for General, Electrical, Mechanical, Roofing, Paving
University of Kentucky has an ongoing need for streamlined delivery of projects across the
Lexington market, including healthcare, medical science, and campus departments. Any of these
projects could be candidates for the JOC program.
This project is for a partial restoration of the existing DYE House to stabilize the existing structure for Future renovations. Work includes, but limited to: Masonry restoration of the Limestone Foundation, new structural supports to support the second floor, addition of roof framing, excavate soil under partial areas and provide new joist.
Jackson County Water Association – Grassy Springs Pump Station Rehabilitation
Jackson County Water Association – Grassy Springs Pump Station Rehabilitation
The Project consists of the rehabilitation of an existing pump station, including installation of
new pumps, variable frequency drives, interior piping, valves, fittings, electrical and control
components, and related appurtenances. Work shall include removal and replacement of
specified equipment, testing and startup, and all incidentals necessary for a complete and
operational pump station.
The project will include selective removal of asphalt pavement, earthwork to accommodate lane widening for a portion of the existing skills track facility, full-depth asphalt installation, longitudinal asphalt edge key, and concrete curbing.
The project consists of selective roof overlay and full roof replacement areas. All areas will receive a cold-applied 2-ply modified bitumen membrane over 1/2″ cover board. Replacement areas shall be removed to the existing roof deck and reconstructed with various substrate assemblies, including combinations of rigid insulation, tapered insulation, and cover board. Tapered insulation shall be provided as required for positive drainage, including crickets and saddles.
Existing aluminum coping caps shall remain in designated areas, while new pre-finished metal coping caps shall be installed in others. New stainless steel expansion joint flashings shall be installed at existing locations.
Oldham County Board of Education – North Oldham High School Athletic Improvements – Phase 1
Oldham County Board of Education – North Oldham High School Athletic Improvements – Phase 1
Project scope occurs at the existing Tennis Court venue at North Oldham High
School. Site improvements include drainage, concrete walks, exterior stair and ramp, asphalt, concrete
permeable pavers, retaining walls, storm structures, tennis courts, sports equipment, artificial turf,
fencing, a new Storage Building, and electrical scope.
Eastern Kentucky University (EKU) is issuing this RFP for the purpose of procuring proposals for the provision
of building inspection services for the new Model Lab School.
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
Williams (Site Area)
The site is a previous AML project, which addressed AMD from a portal saturating yard. We
propose to reopen portal and Construct Non-Wildlife Portal Closure along with a Concrete Spring Box Inlet Type 1 that has failed from previous project. Tying into existing graded ditch
transporting AMD from portal to roadside ditch. Revegetate area as directed by Engineer. No trees 3” diameter or greater will be removed.
Reed (Site Area)
The site is a previous AML project, which addressed AMD from a portal saturating hillside and
yard. We propose to reopen portals and Construct Non-Wildlife Portal Closures along with Class II/III Rock Ditch from portal to roadside ditch. Clean out roadside ditch along Hwy #399. No trees 3” diameter or greater will be removed.
The WHFRTC CHP Drainage Repairs Project includes the following major work items:
1.) Demolition
a. Shoring of all existing framing.
b. Removal of wood posts from grade level up to 3’. Complete removal of each post foundation.
2.) Structural Repairs
a. Provide a helical pier a minimum of 5’ into undisturbed soil and 2’ into new concrete foundation.
b. Provide new concrete pier at each column matching the depth of the removed foundation and extending 3’ above the existing final grade
c. Provide Simpson post base at the base of the remaining existing wood post that must be installed at the same time as the concrete pier
