Window Replacement and Repairs for 71 windows in five (5) dormitories located at the Kentucky Correctional Psychiatric Center in LaGrange, Kentucky.
Project scope includes removal of existing glazing and exterior stop. Window frame prep, new insulated security glazing and stop. Painting of existing hollow metal frames.
The new housing units at Little Sandy Correctional Complex will consist of 2 housing unit types herein referred to as Building GC and GD. Building GC will consist of 4 housing units double bunked and under direct supervision. All support and program spaces will be accessible from the pod. A central core will house administrative staff and group treatment rooms. HU1 will contain a cell tier, typical in all housing units.
All units within Building GC are planned for medium security. General Population Building GD will consist of 2 housing units double bunked and an additional 2 housing units of mental health (pod) units under direct supervision. All 4 units will contain support, and program spaces found in Building GC. The mental health units will contain sub-dayrooms to restrict the flow of inmates on both the ground floor and the mezzanine. The central core will mimic Building GC with spaces for administrative staff and treatment areas. Both general population and segregation units will have mezzanines. 2 housing pods will be medium security, general population. The 2 remaining mental health units will be maximum security.
The project consists of partial reroofing of existing SBS Modified Bitumen Roof System of the existing Bowman Field Readiness Center Annex located at 3600 Century Division Way, Louisville, KY 40205 for the Kentucky Department of Military Affairs (Account No. 095-CA0Q-LV17-01). Roofing Contractor is required to coordinate work with Owner’s Building Contractor who will be completing work that includes restoration of existing masonry, replacement of exterior windows with new windows meeting Unified Facilities Criteria for Anti-Terrorism Force Protection measures along with reinforcement and strengthening of window openings, and new mechanical, electrical and plumbing systems.
22-0906 High Hazard Dam Flood Level Sensors Project
22-0906 High Hazard Dam Flood Level Sensors Project
Bids will be received electronically by the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of MSD High Hazard Dam Flood Level Sensors Project Contract No. 16873, Budget ID No. C22173, Drawing Record No. / Sheet No. 16873/1-14, until September 8, 2022, Local Time, 10:00 am, and will be publicly opened and read at that place and time. The public may attend the bid opening via Teams at link in Bonfire portal messages section. MSD is using a designated web-based portal for accepting and evaluating bid proposals digitally at http://louisvillemsd.bonfirehub.com/portal for this Invitation to Bid. Documents may be uploaded at any time during the open period indicated for each proposal.
**Documents requiring signature must be provided by bidder as an original within 1 calendar day of opening date. Original must mirror electronic submission in all aspects or submittal will be considered non-responsive and disqualified from consideration. Failure to provide signed original documents within 1 calendar day of opening date may result in disqualification of bidder. Documents submitted shall be placed inside an envelope and the outside marked to John Allen, Louisville MSD, Bid 22-0906, 700 W. Liberty Street, Louisville, KY 40203.**
Description and location of Project: Installation of level sensors at various locations and the required electrical and control equipment for the new level sensors. All work shall be done in accordance to MSD’s Standard Specifications.
There will be a non-mandatory pre-bid meeting held for this project. September 1, 2022 starting at 10:00 am local time beginning at MSD, 700 W. Liberty Street, Louisville, KY 40203. Additional locations will be visited.
The Engineer’s Construction Cost Estimate for this project is between $250,000.00 and $300,000.00.
Persons wishing to view the bid documents may do online at http://louisvillemsd.bonfirehub.com/portal 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 Josh Dickerson. All inquiries and questions prior to the bid opening shall be submitted in writing through the MSD web-based portal(messages section). Questions received less than five days prior to the date for opening of bids may 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, David Johnson, P.E.
MSD SUPPLIER DIVERSITY MINORITY AND WOMAN BUSINESS ENTERPRISE PROGRAM POLICY AND PROCEDURES MANUAL (MBE/WBE PROGRAM) – FOR CONSTRUCTION CONTRACTS $150,000 AND GREATER for Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) subcontracting participation. Effective June 1, 2020, MSD has adopted and implemented the revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual, modifying the MBE and WBE participation goals on construction services and construction-related services, in accordance with the MSD Disparity Study (Study). The Study provided the factual predicate for MSD to establish new MBE and WBE goals in MSD contracting. The MSD MBE\WBE Program modified subcontracting goals are listed below:
If selected as applicable below, the Contractor must subcontract at least 18.0% of the total amount of the Contract Bid price to certified African American minority-owned businesses, at least 2.0% of the total amount of the Contract Bid price to certified Asian-Indian American minority-owned businesses, and at least 15.0% total amount of the Contract Bid price to certified Caucasian Female businesses. If the Contractor is unable to meet the goals, they must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) – see MSD MBE/WBE Program – Construction Subcontracting Goal Documents and Forms at http://louisvillemsd.org/SupplierDiversity/forms.
All inquiries and questions prior to the bid opening shall be submitted through the MSD web-based portal.
MSD SUPPLIER DIVERSITY PROGRAM: Not Applicable
The revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) is effective June 1, 2020. If applicable, the goals are as follows:
18.0% MBE – African American, 2.0% MBE – Asian-Indian American and
15.0% WBE – Caucasian Female participation respectively required for this project.
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
MSD BID DISCOUNT: Applicable
This MSD construction project is bid and advertised as: check applicable below
Construction Services: X
Construction-related Services:
LOCAL LABOR COMMITMENT PREFERENCE: No
COMMUNITY BENEFITS PROGRAM: No
The contract will be awarded on the basis of the lowest, responsive, responsible bid, subject to the approval of the MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
David Johnson, P.E.
Chief Engineer
Rene’ Lindsay, CPPO
One Water Chief Procurement Officer
Louisville Water Company is requesting Bids for the supply and install a total of 470 LF of water main, including supply and install of 30+/- linear feet of eight (8)-inch Pressure Class 350 ductile iron water main, 440+/- linear feet of 12-inch (restrained and non-restrained joint) Pressure Class 350 ductile iron water main, and the supply, bore, and installation of 166+/- linear feet of 24-inch steel casing pipe and appurtenances. Also included with the project is the supply and transfer, renewal, relocation, or discontinue of 6+/- customer services. Fire hydrant removal, main cut and plugs, and restoration on and along Project Limits as stated above shall be included. Limits of the referenced project include sections of two (2) neighborhood streets located in the Lyndon area; La Grange Road and Whipps Mill Road, and two (2) neighborhood streets located in the Crestwood area; W. Highway 146 and Railroad Avenue. Contractor shall supply and install all materials required for the completion of this project.
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 $500,001 – $1,000,000. 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 following prequalification categories: 4”-16” Ductile Iron Water Mains and 1″ & Smaller Water Services. Contractors/Subcontractors performing specialty items of work such as 12” – 36” Boring must be prequalified in the 12” – 36” Boring Category. 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 Local Preference Program applies to this bid and resultant bid award.
Bid Documents except the Bid Table 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 Bid # 22-61 Project # 15632 Version 1/12/2022 6
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/.
22-0929 – REQUEST FOR QUALIFICATIONS (RFQ) – Disaster Reimbursement Support
22-0929 – REQUEST FOR QUALIFICATIONS (RFQ) – Disaster Reimbursement Support
REQUEST FOR QUALIFICATIONS (RFQ)
Statement of Qualifications (SOQs) will be received by the Louisville and Jefferson County Metropolitan Sewer District until 2:00 PM, local time, Thursday September 29, 2022. MSD is using a web-based portal for accepting and evaluating SOQ’S at http://louisvillemsd.bonfirehub.com/portal/. Documents may be uploaded at any time during the open period indicated for this RFQ.
22-0929 – Disaster Reimbursement Support
There will not be a pre-submittal meeting for this RFQ.
Project involves upgrading the electrical distribution equipment, within Buildings 55-58 of the main building. New distribution will be provided in the Electrical Building 41 to serve Buildings 55-58. New exterior ductbanks will be provided.
UK-2282-23 RFP – Controls for Vaughan Warehouse #2556.0
UK-2282-23 RFP – Controls for Vaughan Warehouse #2556.0
This RFP is for the Instrumentation and Controls scope of work related to the Fit-Up & Other
Improvements for UKHC at Vaughan. The successful vendor’s bid and work will be incorporated
into the current contract, with Rising Sun as the general contractor.
Refer to the current drawings, specifications, addenda, and contract changes for specific details.
Vendors shall also obtain shop drawings from construction project and coordinate with equipment
providers. Any controls related work not specifically shown to be provided by equipment providers
shall be included under the control vendor’s scope.
The overall scope is as follows:
Contractor shall provide and furnish all hardware required for a fully functional control
system per UK Standards and the project Drawings and Specifications. The equipment in
the Fit-Up includes package gas/electric rooftop equipment, utility monitoring, ventilation &
exhaust fans, HVLS fans, and emergency generator (see drawings for additional
equipment)
City of Flemingsburg – Sanitary Sewer Rehabilitation and I&I Removal – Phase 1
City of Flemingsburg – Sanitary Sewer Rehabilitation and I&I Removal – Phase 1
This contract includes manhole rehabs, point repairs, sewer line repairs and
reconnection of lateral lines. Slip line approximately 850 LF of 8″ VCP and reconnect
existing customers
Replace all exterior windows in Breckinridge Hall.
3.5 Replacement Window Types:
A. Type A double hung windows: (26 windows units): Top and bottom sashes are four (4)
panes wide by three (3) panes high.
B. Type B double hung windows: (28 windows units): Top and bottom sashes are four (4)
panes wide. Top sashes are two (2) panes high and bottom sashes are three (3) high.
C. Type C double hung windows: (26 windows units): Top and bottom sashes are four (4)
panes wide by two (2) panes high.
D. Type D double hung windows: (2 window units): Top and bottom sashes are four (4)
panes wide by three (3) panes high.
E. Type E double hung windows: (2 windows units): Top and bottom sashes are four (4)
panes wide. Top sashes are two (2) panes high and bottom sashes are three (3) high.
F. Type F double hung windows: (2 windows units): Top and bottom sashes are four (4)
panes wide by two (2) panes high.
G. Type G casement windows: (10 window units): Two vertically proportioned sashes.
***(Contractor is responsible for his own measurements).
Replacement of existing six (6) floors of switch back escalators with three (3) new 4000# machine room-less electric traction elevators. Work to include selective demolition of existing escalators, new elevator shaft and foundations, structural and architectural modifications to accommodate new shaft, and new lobby finishes. Upon new elevators being placed into tenant use, existing three (3) passenger elevators to remain are to be modernized sequentially with regenerative drive traction elevators.
Installation of two new commercial power pedestals and concrete equipment pad along Fourth Street. New 208 power feed to be provided from existing LG&E vault.
RFB-76-23 James Robinson Slide, AML, Floyd Co., KY
RFB-76-23 James Robinson Slide, AML, Floyd Co., KY
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The 22AML005 site is located at 521 Cracker Bottom Road, Martin, KY in Floyd County, 41649. Mr. Robinson’s slide is located at coordinates Lat 37° 34′ 47″, Long 82° 45′ 11″. James Robinson is concerned about an approximately 30’ wide by 60’ long landslide that struck the corner of his residence and completely filled in his in-ground pool. Slide material was estimated to be 2’ deep against the side of his residence.
To address this concern, the slide areas will be stripped to bedrock to remove the threat of more sliding. All excavated earthen material will be placed on the designated waste area located on Brad Martin’s property as shown on the plan view, Lat 37° 34′ 49″, Long 82° 45′ 12″. A small wall will be constructed to protect the residence from any residual debris that may erode and encroach upon the residence after the excavation is completed. A temporary access road may be constructed using geogrid, filter fabric and class II/II and roadway stone. Special care will be taken to evaluate the condition of an in-ground swimming pool that was filled with landslide material. If the wall of the pool is damaged, landslide material will be used to fill and eliminate the swimming pool.
The cost estimate for this work includes plan quantity for the earthwork and additional items for site prep, revegetation, roadway stone, geogrid and etc. In total, the project area encompasses approximately 1.0 acre behind the house of James Robinson as marked on the plans.
This project will not address underground mine openings. No trees will be disturbed outside of the unstable landslide area. All areas disturbed by this project will be revegetated by means of the Standard AML Reclamation Seed Mixture. Cover crop is also provided in order to provide quick vegetative cover on any disturbed areas that will go undisturbed for at least two weeks, but not be ready for application of permanent revegetation. Sediment control will be provided by silk fences or straw bales along the Creek bank and other areas as needed.
The BASE BID Work shall include demolition of the existing Upper Guide Walls at both Kentucky River Locks 2 and 3 and the construction of new Upper Guide Walls consisting of sheet pile walls with tie-back anchors. These sheet pile retaining walls will be constructed along the same baseline as the current guide walls upstream from the lock chambers as shown on the Drawings. The BASE BID Work will also consist of site preparation, erosion and sedimentation control with fluctuating river levels, construction access, selective demolition, dredging, earthwork, constructing tie-ins to existing lock features, slope construction and protection, temporary shoring, drainage
improvements, and site grading and restoration work.
Demolition work at Lock 2 shall include the Upper Guide Wall and Upper Guide Wall Extension. The replacement Upper Guide Wall at Lock 2 will feature a tie-back anchor system to stabilize the new Upper Guide Wall and the adjacent slope up to state route KY-389. This anchor system will include an earth-retaining sheet pile wall at the
base of the slope with tie-backs anchored into the bedrock. The construction will also include a concrete sidewalk with mooring pins along the edge of the newly constructed guide wall, earthwork and slope regrading, and stone slope protection.
Demolition work at Lock 3 shall include the Upper Guide Wall. The replacement Upper Guide Wall at Lock 3 will feature a tie-back anchor system to stabilize the new Upper Guide Wall. This anchor system will include an earthretaining sheet pile wall at the base of the slope with tie-backs anchored into a sheet pile anchor wall. The construction will also include a concrete sidewalk with mooring pins along the edge of the newly constructed guide wall, earthwork and slope regrading, and drainage improvements.
Oldham County Board of Education – South Oldham High School – Field Lighting
Oldham County Board of Education – South Oldham High School – Field Lighting
The Oldham County Board of Education will receive sealed bids for the furnishing of all labor, materials and equipment
for the performance of all work required for the South Oldham High School Football Field Lighting.
Oldham County Board of Education – Oldham County High School – HVAC Improvements
Oldham County Board of Education – Oldham County High School – HVAC Improvements
The Oldham County Board of Education will receive sealed bids for the furnishing of all labor, materials and equipment
for the performance of all work required for the Oldham County High School – Partial HVAC Upgrades
CCK-2655-23 PAV A. Basement & Support Services BP-02 2239.77
CCK-2655-23 PAV A. Basement & Support Services BP-02 2239.77
The Level B Support Services Renovation includes the demolition and fit out work on the
Basement of Pavilion A. This work includes the construction and renovation of the Central
Sterile Department and Support Services.
Scott County Fiscal Court – US 460 Detention Basin
Scott County Fiscal Court – US 460 Detention Basin
The purpose of this project is to provide stormwater detention for the adjoining “The
Homestead” subdivision on US 460, 1.5 miles east of Ironworks Pike in Scott County, Kentucky.
Project work, as advertised, includes the furnishing of all labor, material, and equipment necessary to
accomplish the work in accordance with applicable plans, specifications, and special provisions.
The bid documents apply to the existing Health Services building in Frankfort, KY. The scope of the project’s base bid, is to retrofit existing light fixtures to LED relight fixtures with occupancy and dimming control for the upper floors. Alternate #1 includes a sound masking system for the open office areas of the 2nd & 3rd floor. Each project increment includes the associated (lighting and/or sound masking) controls to be fully installed, programmed, and operationally tested by a certified installing technician for lights and a factory certified representative for the sound masking system.
The system programming technician shall support verification testing by the engineer and perform owner training at a time acceptable to the owner.
The project is a renovation to an existing welding lab on the Mayo Campus at Big Sandy Community & Technical College. (BSCTC) The goal of the renovation is to add welding training stations that meet the curriculum and professional certification requirements of the American Welding Society (AWS) to enable BSCTC to pursue designation as an AWS Accredited Test Facility.
The Welding Lab will be designed with eighteen 6’-0″ x 7’-4″ welding stations out of 6″ CMU block along the north and south walls of the lab to allow maximum layout and equipment space in the center of the lab and to improve the instructor’s sightlines around the lab. All existing CMU, floors, and exposed ceilings are to be cleaned and patched; CMU and exposed ceilings will be painted, and welding lab floors will be polished. The classroom will receive new VCT flooring, new ACT ceiling and light fixtures and all walls are to be patched and painted. AV equipment and sprinkler lines will be reconnected in the new ceiling. The renovation also includes HVAC improvements, electrical improvements, sprinkler system updates, and compressed air delivery updates to the interior spaces as well as new connections for all welding stations. A new dust evacuation system will be installed. The project also includes modifications to the existing gas storage building to split the space into two distinct storage areas and reroute gas delivery into the building.
This project is a renovation to an existing block of classroom offices in the northeast corner of the third floor that will introduce a Radiology Technology program to Ashland CTC’s curriculum. Interior 6” CMU walls will be demolished to open the space. The new space will then be separated into two rooms with a plywood reinforced, 18-gauge metal stud, gypsum board wall with 1/32” lead sheathing on the side of the new Radiology Lab. To protect against radiation from the new equipment, the dividing wall, 4’ wide door, viewing window, and all penetrations through the wall will need to be protected with the equivalent of 1/32” continuous lead sheathing. New upper and lower cabinets to be installed on the plan south wall. The Observation room will inhabit the remainder of the space and have lower casework along the plan east wall for control stations and viewing of the radiology equipment on the protected side of any radiation. The metal panel in the corridor between column lines 6 and 7 will be demolished so that a new 4’-0” door can be placed in the existing CMU wall. The spaces will receive new lay-in ceiling and VCT flooring.
A new overhead structural system of Unistrut is to be installed in the Radiology Lab to support the Xray equipment. The patient table will be bolted through the floor and secured on the underside of the second floor. New electrical will be run through the spaces to serve the equipment and dedicated generator cabinet. All radiology equipment and control stations are to be moved, installed, and commissioned by a subcontractor to the owner and must be scheduled by the contractor.
