The project involves the removal of one of the existing VRF HVAC system providing heat and cooling to the Bldg. This will include removal of the room controls, refg. piping, pipe insulation and system controls and interlock.
This project will include the installation of a new VRF systems, outdoor, indoor units, the installation of the refg. piping, pipe insulation, indoor unit support frame, frame enclosure, re-connect electrical ckts, re-connect low voltage control ckts, and complete a mfg. start-up. This contractor will need to make all of the interlocks between indoor and outdoor equipment as required a operational system.
About one third of the Bldg. is without heat and therefore we are requiring that the successful Bidder submit VRF equipment shops drawings within 24 hours. Equipment Suppliers needs to be able to have equipment on job site 7 days after shop are approved.
Project consists of furnishing all labor, materials and equipment and performing all work
necessary for the Runway Overlay Project at the Gene Snyder Airport.
Project scope for site work includes removal of existing earth spoils for disposal off-site, site clearing and erosion control, demolition and removal of existing stone walls and stone sign base, new chain link fencing and gates, hydroseeding and sod and asphalt repairs. Electrical and data scope includes extension of new electrical service from the south to future sign improvements and to provide an additional electrical panel and service, and extension of data from the existing Gate 1 location to future sign improvements.
The project consists of removal of existing aluminum foil roof system, installation of new PVC roof system over existing building and providing additional containment of loose interior roof insulation, including the following:
1. Removal existing roofing material.
2. Remove dirt, debris, and adhesives from the metal roof panel surface.
3. Inspect existing roof panels and replace as needed per unit pricing.
4. Install flute filler insulation between ribs of the metal roof panels.
5. Lay approved cover board over the insulation and ribs, and then mechanically fasten to deck.
6. Lay single ply membrane into place.
7. Mechanically fasten membrane.
8. Hot air weld field seams and laps.
9. Custom flash penetrations then treat with a hot air welder.
10. Install new sheet metal edge flashing, trim, gutters and downspouts, etc.
11. Secure loose roof insulation at the interior of the facility
The Fire Alarm Life Safety System of the Lodge, Guest Room Buildings “A through D”, Pool Restroom Building, as well as the Meeting Room Building will be upgraded per the Kentucky Building Code with Current Revisions, Americans with Disabilities Act, International Building Code, National Fire Alarm and Signaling Code NFPA72, and National Electrical Code. An intelligent, addressable fire alarm system shall be provided in accordance with National Fire Alarm and Signaling Code requirements as well as the requirements of the State Fire Marshall’s Office. The system will comply with all manufacturers’ requirements and shall report compatible alarm signals to the remote central system via an externally mounted dialer. The fire alarm system will monitor any and all sprinkler system flow switches, tamper switches, kitchen hood monitor, elevator recall, and duct mounted smoke detectors as well as heat detectors and smoke detectors. Power panels serving the fire alarm system shall receive SPD “surge suppression devices” on the 120VAC power feeder to protect the fire alarm system from transient voltages and power surges. A 48 hour notification is required for any outage of the existing Fire Alarm System. All work shall be done in compliance with the KBC “Kentucky Building Code”, the IBC “International Building Code” and NEC “National Electrical Code”.
Corbin Independent Schools – Corbin High School Career Center – Phase 1
Corbin Independent Schools – Corbin High School Career Center – Phase 1
The Career Center will be constructed to accommodate two Career
centered technology programs. Each program will include lab space, classroom and support
services. Other spaces include entrance vestibule and lobby with toilet rooms. A centralized
mezzanine with program storage areas and mechanical room will be constructed. Site
Development will include service areas, parking and entrances.
CC-343B-21 Industry & Technology Building Roof Restoration
CC-343B-21 Industry & Technology Building Roof Restoration
This project includes 55,400 square feet of built up roof restoration. It includes the removal of aggregate around
the perimeter, removal of old flashing and installation of new flashing.
This project consists of the removal and disposal of the existing roof, and installation of new roofing, flashing
and drains for the Center Section of the Pogue Library Roof.
Mountain Water District – Phelps Sanitary Sewer By-Pass Line Project – Phase I
Mountain Water District – Phelps Sanitary Sewer By-Pass Line Project – Phase I
The Project consists of construction services for the
Mountain Water District proposed Phelps Sanitary Sewer By-Pass Line Project Phase I which will consist of the
installation of a 6” sanitary sewer by-pass line from Phelps to Billy Dotson Branch. The project will also consist
of the construction of a new sanitary sewer lift station near the community of Phelps, KY in Pike County,
Kentucky.
Louisville Water Company is requesting Bids for the supply and installation of 2,005 +/- linear feet of eight (8) inch DR-18 C900
PVC water main, 5,435 +/- linear feet of six (6) inch DR-18 C900 PVC water main, 60 +/- linear feet of six (6) inch Pressure Class
350 ductile iron water main and 270 +/- linear feet of restraint joint six (6) inch Pressure Class 350 ductile iron water main. Also
included with the project is the supply and installation of eight (8) fire hydrants, and the supply and transfer, renewal, relocation or
discontinue of 77 +/- customer services. Contractor shall supply and install all materials required for the completion of this project.
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid
opening date. All questions and inquiries must be sent to the Buyer, Terri Young, email at tyoung@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $1,000,001 –
$3,000,000. 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 prequalification in the 4” – 16” PVC Water Mains Category. For information about prequalification,
contact the Buyer listed above.
Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, 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.
Martin County Water District – Raw Water Intake and WTP Rehabilitation Rebid
Martin County Water District – Raw Water Intake and WTP Rehabilitation Rebid
The work to be bid is described as follows:
CONTRACT 113-19-02
Construction of a mobile pump system of the intake, clarifier, and filter
rehabilitation chemical feed modifications and instrumentation replacement at the
water treatment plant.
This project includes replacing two air cooled chillers with one new chiller at the Pine Bluff dormitory at KCIW (Kentucky Correctional Institution for Women). The contractor is responsible for all associated piping, heat trace and electrical power to provide a complete operating system. The new chiller will operate under its own on-board microprocessor controller.
Martin County Water District – Waterline Replacement in Beauty and Lovely Areas Rebid
Martin County Water District – Waterline Replacement in Beauty and Lovely Areas Rebid
The work to be bid is described as follows:
CONTRACT 113-19-03
Base Bid, Divisions B, C and D:
Furnish and install approximately 9,061 linear feet of 6-inch, and 3-inch water
main, 56 new meter settings, service line, blacktop restoration, meter reconnects, and
appurtenances.
CCK-2529-21 Annual Parking Maintenance and Restoration 2021 – 2558.0
CCK-2529-21 Annual Parking Maintenance and Restoration 2021 – 2558.0
University of Kentucky Parking 2021 Structures #1, 2, 3, 5, 6, 7, 8, and Good Samaritan
work includes structural concrete repairs, masonry repairs, slab waterproofing membrane
removal and reinstallation, expansion joint replacements, barrier cable replacements, line
striping, and façade cleaning, sealing, and sealants.
Louisville Water Company is requesting Bids for furnishing all labor, tools, equipment, and materials required by the Contract
Documents to design, manufacture, deliver, and install (1) 30″ LWC-supplied horizontal gate valve, (1) 36″ LWC-supplied horizontal
gate valve, (1) 42″ LWC-supplied horizontal gate valve, (3) 48″ LWC-supplied horizontal gate valve, (8) 60″ LWC-supplied
horizontal gate valves, (8) 24-inch access manways w/2″ AAV assemblies, (3) 4″ vertical outlets w/2″ AAV assemblies, (4) 2″ AAV
assemblies, (9) 12″ pump drain assemblies, 40± linear feet of 6″ Pressure Class 350 ductile iron water main, 110± linear feet of 12″
Pressure Class 350 ductile iron water main, 25± linear feet of 16″ restrained Pressure Class 350 ductile iron water main, 20± linear
feet 30-inch restrained water main, 20± linear feet of 36″ restrained water main, 148± linear feet of 48″ restrained water main, 590±
linear feet of 60″ water main, and 1,560± linear feet of 60″ restrained water main utilizing traditional trench installation and lay-inplace
techniques to be installed in roadway right-of-ways in Frankfort Ave (Crescent Ct to Reservoir Ave) and Stilz Ave (Frankfort
Ave to Grinstead Dr), on LWC Property (Grinstead Dr Driveway), and in a LWC easement (Fenley Ave north of Frankfort Ave) tying
into the existing 30″, 36″, 42″, 48″, and 60″ water mains. Furnish all labor, tools, equipment, and materials required by the Contract
Documents to remove 1,545± linear feet of existing 36″ cast iron main, remove (4) trees and replant (32) trees at locations designated
by LWC; restore the site, all of the above made ready-for-use.
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid
opening date. All questions and inquiries must be sent to the Buyer, Terri Young, email at tyoung@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $5,000,001 –
$10,000,000. 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 prequalification in all of the Project Specific Prequalification Categories for Bid 21-04
Contractors only. The bidder must be prequalified in all the following categories: 4” – 16” Ductile Iron Water Mains, 20” – 48”
Ductile Iron Water Mains, 16” – 60” Steel Water Mains, 24” – 60” Prestressed Concrete Water Mains, 1” & Smaller Water Services,
Heavy Construction-Plant Work, Project Specific – Responsiveness and Community Engagement Requirements and Project Specific –
Safety Requirements Category. For information about pre-qualification, contact the Buyer listed above.
The project consists of cleaning and refinishing the exterior façade of the Bingham Building at the Central State Hospital as follows:
1. Cleaning existing wall panels, wall battens, ceramic panels & doors.
2. Applying Closed-Cell Polyurethane Foam Insulation to wall battens between wall panels.
3. Removing existing sealant and cleaning surfaces around existing wall battens, ceramic panels, windows, doors and vents.
4. Applying new sealant around perimeter of wall battens, ceramic panels, windows, doors and vents.
5. Applying primer and paint to existing concrete wall panels, existing wall battens, ceramic panels and to doors.
Spencer County Fiscal Court – Brashear’s Creek Rd/East River Road/Little Mount Church Road Flood Repair
Spencer County Fiscal Court – Brashear’s Creek Rd/East River Road/Little Mount Church Road Flood Repair
The scope of the work is for the repair of 6 separate locations on Brashear’s Creek
Road, 1 location on East River Road, and 1 location on Little Mount Church Road.
in Spencer County, KY. This work includes excavation, slope stabilization,
modular block wall, cribbing, fill, and paving.
Estimate:
$ 38,765.00
Estimated Length of Project:
(Substantial Completion) + 45 Calendar Days (Final Completion)
The Van Lear Sinkhole AMLRP is located in Johnson County, Kentucky at N 37° 46’11’ latitude and W 82° 44′ 48″ longitude near Paintsville, KY. To reach the site from Paintsville, take KY-321 S/ S Mayo Trail approximately 3.5 miles and turn left onto KY-1107. Continue 1 mile and turn right onto KY-302 S. Go 1.5 miles and turn left onto Miller Creek Rd. In about 500′ turn right to stay on Miller Creek Rd. Continue approximately 0.7 mile to the subsidence area.
Project Area:
A subsidence hole has developed in the ditch line along Miller Creek Road. AML plans on widening out the fracture so the mine void can be filled below the fracture. This will be done by hammering the rock. This material will be used to backfill the void. Additional rock will be added to fill above the mine void. The rock will then be grouted to provide a stable base. The rest of the void will be backfilled with rock. A concrete swale ditch will be constructed in the ditch line to facilitate drainage away and across the sinkhole area.
Bituminous and roadway stone bid items are included to repair (in kind) any damage to the roadway.
General:
All disturbed areas will be revegetated according to KY AML standards.
City of Flemingsburg – Waterline Replacement Project – Contract 1
City of Flemingsburg – Waterline Replacement Project – Contract 1
The program of work for Contract No. 1 which bids are to be submitted consists of the installation of
approximately 1,750 LF of 6” water main, 700 LF of 2” water main and appurtenances. Additionally, the
project includes the reconnection of approximately 12 existing service meters and 22 new service meters
to the new water main as shown on the Drawings and described in the Specifications for the City of
Flemingsburg Contract No.1 – East Water Street, East Main Street and Mills Avenue Water Line
Replacement Project.
City of Bardstown – Springfield Road Looped Connection Water System Improvements
City of Bardstown – Springfield Road Looped Connection Water System Improvements
Project consists of Springfield Road Looped Connection Water System Improvements including approximately 8,400 LF of 12” water main and all related appurtenances.
21-0415 – REQUEST FOR QUALIFICATIONS – Paddy’s Run Flood Pump Station Capacity Upgrade Progressive Design-Build Project
21-0415 – REQUEST FOR QUALIFICATIONS – Paddy’s Run Flood Pump Station Capacity Upgrade Progressive Design-Build Project
The Louisville and Jefferson County Metropolitan Sewer District (MSD) invites submittals of
responses to this Request for Qualifications (RFQ) for Progressive Design-Build (PDB) services
for the Paddy’s Run Flood Pump Station Capacity Upgrade Project (Project). The Project will be
delivered in two stages:
• Stage 1: Design through 100%, construction planning, permitting, and the development
of a Guaranteed Maximum Price (GMP) proposal(s).
• Stage 2: Construction, start-up and commissioning, acceptance testing and postconstruction
services.
The deadline for responding to this RFQ with a Statement of Qualifications (SOQ) is April
15, 2021 at 10:00 AM (EST) local time.
Once the RFQ is issued, all inquiries must be submitted via MSD’s web-based portal at http://louisvillemsd.bonfirehub.com/portal/. The deadline for inquiries is April 5, 2021 at 10:00 AM(EST) local time. Phone inquiries will not be accepted. Inquiries received after the inquiry deadline will not be answered. Inquiries will be answered by addendum only and posted to the aforementioned MSD web-based portal. It is each Respondent’s responsibility to obtain and submit acknowledgement of all RFQ addenda with the submission of its SOQ. Respondents must not contact any other MSD representative for information and/or to inquire about the status of this procurement.
