This addendum #4 added two more Trade Packages. Combination Trade Package, #30 – Drywall and Ceilings & Flooring, and Combination Trade Package #31 – General Trades & Concrete
Please note: Addendum 03 has changed the bid date.
The Chemistry/Physics project consists of a renovation of research laboratories on the
3rd floor and changing the entire face of the building with a new skin and building
additions. This facility is one of the latest improvements in research laboratory design
standards, with spaces including new research laboratories, computational laboratory,
shared equipment spaces, collaboration spaces, dining area, meeting spaces, and
student work areas. The Bid Package #2 portion of this project focuses on the
renovation of the entire 3rd floor to create an entirely research based floor,
replacement of the entire building’s skin, a new roof, new roof-top equipment, and five
building additions (Main Atrium, North Entry, Stair Tower, Service Elevator, and
Loading Dock).
Description and location of Project: This unit based construction order is for the culvert replacement at 13310 Bearcamp Road, in Metro Council District 13.
Project is for the Renovation of the Welcome Center located on Southbound I-65 in Bullitt County. The project scope is as follows: Site: Re-grade existing site around building, provide storm drainage, decorate fiberglass horses, fencing and signage, partial sidewalk demolition and repair. Site electrical work includes relocation of existing exterior receptacle and new site lighting at the fiberglass horses. Building Exterior: Installation of new gutters and downspouts, porch soffit repair, painting, furniture for the front porch and signage. Lobby: Remove existing quarry tile floor, provide a cementious topping and new luxury vinyl tile. Painting, new barn wood base and installation of Owner furnished items. New barn wood veneer over existing Kiosk. Restrooms: Remove and replace concrete slab, under slab soil and sanitary drainage piping, new CMU walls, drywall ceiling, ceramic tile walls and floors, toilet partitions, accessories and plumbing fixtures. Remove and replace existing hollow metal doors, frames and hardware, new windows and new lighting throughout the facility
City of Richmond – Water Street Surface Restoration
City of Richmond – Water Street Surface Restoration
The work to be bid is described as follows:
All necessary demolition, excavation, labor, materials, and equipment for
construction and installation of paved road and appurtenances.
The Project consists of the REPLACEMENT RENOVATION WORK to remove + replace [11] above
ceiling geothermal water source heat pump units with reconnection to on the main level of the Library.
Additionally, the project scope will include the re-connection to the existing loop piping and
modification as necessary of the electrical connections to the units. Additionally the scope of work shall
include the removal and replacement of the existing roof-top make-up air unit along with installation of
an adapter curb in order to accommodate the new unit at the curb arrangement on the existing roof. Work
includes all temperature controls as well as coordination and connection to the existing DDC controls
system. NOTE – HVAC Contractor shall be the prime contractor and shall provide for any related
subcontractors in the project to complete the work.
The project shall include but not limited to acoustic ceiling replacement or modification, minor touch-up
of finishes, and all HVAC, electrical, piping, controls systems, and related work necessary to complete
all work.
CCK-2426-20 Improve Good Samaritan Hospital – MRI Suite Renovation Bid Package #1 – 2501.0
CCK-2426-20 Improve Good Samaritan Hospital – MRI Suite Renovation Bid Package #1 – 2501.0
This Project encompasses the selective demolition and renovation of ~ 4,200 SF of the First
Floor of Good Samaritan Hospital to create a new MRI suite.
Blue Grass Airport – 1905 Airfield Rubber Removal, Crack Seal, and Markings
Blue Grass Airport – 1905 Airfield Rubber Removal, Crack Seal, and Markings
The Project consists of (1) removal of runway rubber deposits, (2) crack
cleaning and sealing and (3) repainting of various runway and taxiway markings,
including thresholds, centerlines, touchdown markings, runway numbers, taxiway
lead lines, hold markings, runway safety area markings and taxiway centerline.
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.
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
This project is for the construction of a new 120’-3.5″ long x 100-0″ wide x 10’ high concrete structure with an interior concrete pad and entrance apron for the purpose of bulk storage of roadway, deicing salt.
Class “A” concrete shall be reinforced with epoxy coated rebar & fiber, which shall be used throughout the shallow, spread footing and walls. The Contractor shall be required to perform all excavation, filling, grading, & compaction of sub-grade necessary for the construction of footing, interior pad, and entrance apron.
Concrete walls will be ten (10) feet high, will be twelve (12) inches thick, will be constructed on the concrete footing, and will support a pre-engineered, membrane covered (roof) structure (PMCS). The roof structure is to be furnished and installed separately by Bulk Storage, Inc., per their current Master Agreement upon completion of the footing and walls under this contract. The (PMCS) is not a part of this Scope of Work.
Nine (9) inch thick, composed of Class “AA” concrete modified with fiber & epoxy coated rebar, shall be placed inside the footing and at the entrance on the exterior of the structure.
Project consists of the construction and/or furnishing of items for the Richmond Road
Phase Two Corridor Landscape Project, Lexington-Fayette County, Kentucky.
Project includes upgrades and replacements to doors and hardware in West Wing Lobby area. Work includes demolition, hardware, painting aluminum window frames, new aluminum doors.
Project consists of furnishing all labor, materials and equipment and performing all work necessary for Obstruction Removal Project at the Fulton Airport. This is primarily a tree removal project.
City of Simpsonville – Simpsonville Elementary School Sewer Extension
City of Simpsonville – Simpsonville Elementary School Sewer Extension
This contract consists of constructing approximately 400 L.F.
of 8” PVC gravity sewer, three (3) 4’ diameter manholes, one (1) cut-in manhole,
and all necessary appurtenances. The engineer’s estimate for the total base bid
is $65,000.
Please note: Addendum 02 has changed the bid date.
RFP to furnish and install a Pharmacy Clean Room on the 2nd floor of Chandler Medical Center
(Pavilion H, Bldg #0293) to support the Markey Cancer Center Pharmacy.
RFB-23-20 Pleasant Run Headwaters Doser Station AMD
RFB-23-20 Pleasant Run Headwaters Doser Station AMD
Estimate:
$329,925.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed Pleasant Run Headwaters Doser Station AMD abatement Project consists of approximately 5.05 acres. The project is designed to treat acid mine drainage in the headwaters of Pleasant Run. The site is located at Latitude 37.204606 degrees North and 87.524197 degrees West.
To access the site from the intersection of the Western Kentucky Parkway and the Pennyrile parkway, take the Pennyrile Parkway South to Nortonville. Turn West onto US 62 and go approximately 6.5 miles, then turn onto KY 2272 and go to the end of the road. Turn left onto KY 3059 and follow to the end of the road. The large gate straight ahead leads to the site.
The project involves site preparation in order to install a doser such as the Aquafix Lime feed system or equivalent with variable speed electrical drive and a 30 ton capacity lime storage silo. The system will inject pebbled quick lime lime into the center of the stream channel by an extended screw auger tube. The system will be protected by a structure as designed by the doser unit manufacturer.
The system will be set up on a 20’ x 20’ concrete pad and access to the site will be provided via a 400 LF, 20’ wide gravel road. Power to the site will be installed from the main line along W Gamblin Cemetery Road. The meter will need to be set outside the main gate to allow access to the meter.
Sediment control will be provided by the use of a silt fence or straw bales installed prior to major construction disturbance.
Mountain Water District – Meter Replacement Project
Mountain Water District – Meter Replacement Project
Project consists of the replacement of approximately 12,000 residential water meters throughout the Mountain
Water District service area in Pike County.
Description and location of Project: This unit based construction order is for the drainage improvement along the railroad right-of-way located behind Ethel Ave in Metro Council District 15.
This project is for the construction of a new 60’-3″ long x 60-0″ wide x 10’ high concrete structure with an interior concrete pad and entrance apron for the purpose of bulk storage of roadway, deicing salt.
Class “A” concrete shall be reinforced with epoxy coated rebar & fiber, which shall be used throughout the shallow, spread footing and walls. The Contractor shall be required to perform all excavation, filling, grading, & compaction of sub-grade necessary for the construction of footing, interior pad, and entrance apron.
Concrete walls will be ten (10) feet high, will be twelve (12) inches thick, will be constructed on the concrete footing, and will support a pre-engineered, membrane covered (roof) structure (PMCS). The roof structure is to be furnished and installed separately by Bulk Storage, Inc., per their current Master Agreement upon completion of the footing and walls under this contract. The (PMCS) is not a part of this Scope of Work.
Nine (9) inch thick, Class “AA” concrete modified with fiber & epoxy coated rebar, concrete slabs shall be placed inside the footing and at the entrance on the exterior of the structure.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of 15 Glenwood Road Drainage Improvement Project, Contract No. 2020-001, Budget ID No. C20190, will be received at the office of MSD until 10:00 am, Local Time, August 15, 2019, and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order is for the drainage improvements at 15 Glenwood Road in Metro Council District 15.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be no pre-bid meeting held for this project.
The Engineer’s Construction Cost Estimate for this project is between $50,000.00 to $100,000.00.
The bid documents will be available on, August 1, 2019, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com, or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is Joseph S Exely. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer Kevin Schmidt at kevin.schmidt@louisvillemsd.org. Questions received less than five days prior to the date for opening of bids will not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, Angela Akridge, P.E.
IF THE ENGINEER’S CONSTRUCTION COST ESTIMATE IS $50,000 OR MORE, the Minority Business Enterprise and Woman Business Enterprise (MBE/WBE) participation goals shall be applicable to all contracts and comply with MSD’s Interim Supplier Diversity Policy and Guidelines (Interim Policy). The Interim Policy is considered as one of the elements of responsiveness in a bid. Bidders must subcontract at least 15.0% of the total amount of the Contract Bid price to a certified MBE and 6.0% to a certified WBE, or if the Contractor is unable to meet the goals, must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the Interim Policy. See (MSD Construction-Related MBE/WBE Documents and Forms at http://www.msdlouky.org/insidemsd/diverse ). Each bidder is responsible for careful review of the Interim Policy requirements contained in the bid documents. Failure to comply with the Interim Policy may be grounds for rejection of the bid as non-responsive.
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer, Kevin Schmidt at kevin.schmidt@louisvillemsd.org.
MSD Interim Supplier Diversity Policy and Guidelines for this project is as follows:
15% MBE and 6 % WBE participation is required for this project
LOCAL LABOR PREFERENCE: NO
The Contract will be awarded on the basis of the lowest responsive, responsible bid, subject to the approval of the Board of MSD. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
