The project consists of an interior renovation of the existing building. The restrooms will have updated finishes and the men’s side will include the demolition and reconstruction of new showers and drying areas and adding an ADA accessible shower. The project includes repurposing space for a new lactation room. Most interior doors in the building are to be replaced with new doors, and new door hardware. Interior finishes include new ceilings,
wall paint, and flooring. New resinous flooring, and carpet will be included. Installation of additional OCIE storage lockers is included in the project. MEP scope of this project includes major renovations of the building systems. Replacing plumbing DWV and water line piping as well as replacing plumbing fixtures. All HVAC systems and related infrastructure are to be replaced. Lighting will be replaced with new LED, electrical distribution systems modified to accommodate new layouts and equipment, new cable trays and cable will be installed, all existing cables will be replaced, wireless access point will be installed in all areas, and the life safety systems will be replaced.
The project includes the following:
1. Renovate two existing duplex submersible wastewater pump stations.
2. Renovate existing 6-ft diameter pump station wet wells.
3. Install new 8-inch PVC gravity sewer and associated manholes utilizing open excavation.
4. Install new 4-inch PVC sewer lateral.
City of Millersburg – Millersburg Square Improvements
City of Millersburg – Millersburg Square Improvements
The project consists of site improvements to facilitate the removal
and reconstruction of pavement and sidewalks with associated grading, drainage,
electrical / lighting, landscaping and appurtenances on Main Street between Vimont
and East 5th Street including portions of the Millersburg Square along Vimont and East
6th Street in Millersburg, KY.
Louisville Water Company is requesting Bids for the referenced project that includes a section of one (1) neighborhood street located in the west Louisville area; Catalpa Street. The referenced project consists of the supply and install a total of 130 LF of water main, including supply and install of 130+/- linear feet of six (6)-inch restrained Pressure Class 350 ductile iron water main and the supply, bore, and installation of 80+/- linear feet of 16-inch steel casing pipe and appurtenances. Also included with the project is the supply and transfer, renewal, relocation, or discontinue of 2+/- customer services. Fire hydrant removal, main cut and plugs, and restoration on and along Project Limits as stated above shall be included. Contractor shall supply and install all materials required for the completion of this project. Contractor shall perform all paving associated with 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 $250,001 – $500,000. 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 are Louisville Water Small Business Equity (SBE) Program Participants and 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 the following 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 the Louisville Water SBE Program or pre-qualification, contact the Company through the designated bid portal.
Railroad Insurance is required for this Bid. Please reference the Supplementary Specifications.
Bid Documents except the Bid Table may be obtained from Lynn Imaging located at 11003 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. 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/
The Work includes extensive interior and exterior renovations to the East Bound Rest Area facility on I-64 Mile Marker 173.5 in Carter County, Kentucky. All plumbing fixtures and piping (including below slab waste) will be replaced. HVAC system including duct work will be replaced. Electrical and Data Voice wiring and devices will be replaced. Various exterior site improvements will be included. Floor and wall base will receive new M.M.A. coating system at Restroom Building. Restroom walls will receive new ceramic tile. Restroom building will receive new FRP doors and frames. See drawings and specifications for additional information.
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.
Project is for the Stair replacement of the Restrictive Housing Unit Located at the Northpoint Training Facility in Danville, Kentucky
Project Program:
Replacement of three( 3) stairs. Two of the stairs are exterior fire escape stairs at the end of each dormitory wing. One stair is an exterior stair to the mechanical room.
A pre-construction phase will be included prior to actual construction for submittals, material ordering and delivery. All materials must be on-site or available at the start of construction. Contractor shall provide temporary stair out of each dormitory between the demolition of the existing stair and the installation of the new stair.
All personnel on the project site must pass background checks before being allowed to work within the facility. Contractors and subcontractors must adhere to the Department of Corrections rules for construction which are indicated in the specifications.
The Hickman County Senior Center project involves a renovation to the existing facility focused
on improving accessibility, replacing outdated interior finishes, upgrading HVAC, plumbing, and
electrical systems, providing roof repairs and ventilation improvements, constructing a new 2-
hour fire-rated wall, and enhancing building egress to better serve occupants and comply with
current building code requirements.
Jeffersonville Board of Public Works – Allison Lane HAWK Signal
Jeffersonville Board of Public Works – Allison Lane HAWK Signal
The Project includes the following Work:
The installation of a HAWK signal at the intersection of Allison Lane and Wooded Way. The
work shall include all items necessary to construct the HAWK signal and all other services
required to complete this project, including asphalt roadway restoration, grass restoration and
all other items shown in the plans and mentioned in these specifications for a complete project.
Jefferson County Public Schools – Atherton High School – Athletic Stadium Renovations
Jefferson County Public Schools – Atherton High School – Athletic Stadium Renovations
Renovation of the existing field, track, bleachers, press box, concessions,
and restrooms at Atherton’s primary athletic field.
The field will be prepared for a synthetic turf surface (NIC). Track
facilities will be provided in the southernmost D-Zone and in the field
west of the bleachers. Other site improvements include a new entrance
plaza, access walk, driveway turnaround, and fencing.
Existing bleachers to remain will be repaired and painted. Other
modifications will be made to accommodate additional bleacher seating
and accessibility. New slab, rails, and walks will be added at the top
(west), as will access to a new press box (NIC).
A new CMU concessions and restroom building will be constructed: splitfaced
and smooth CMU wall construction, wood trusses, plywood roof
sheathing, asphalt shingle roofing, with sheet metal fascia, soffits, and
roof drainage system. Mechanical systems will be limited to exhaust
fans; no heating or cooling.
Existing light poles will remain.
See specifications index for all elements of work included in project.
The work will be constructed under a single prime contract in
coordination with work associated with separate cooperative purchases
as indicated.
The project scope includes HVAC equipment replacements across five (5) buildings at SKCTC’s Harlan and Middlesboro campuses. At the Middlesboro campus, chillers, boilers, pumps, hydronic equipment, reheat coil hose kits, and various exhaust fans will be replaced. At the Harlan campus, water source heat pumps, boilers, a cooling tower, pumps, hydronic equipment and unit heaters will be replaced. Mechanical room piping will also be replaced at various buildings. The Science & Tech building at the Middlesboro campus will have a temporary chiller installed as part of a separate contract since the existing one has failed. The project consists of three (3) additive alternates. Alternate #1 includes replacing the AHU fans for the five (5) AHUs at the Middlesboro campus. Alternate #2 includes replacing the heating and cooling coils for the five (5) AHUs at the Middlesboro Campus.
Jefferson County Public Schools – Fairdale High School – Athletic Stadium Renovation
Jefferson County Public Schools – Fairdale High School – Athletic Stadium Renovation
This project consists of the demolition of an existing concession
buildings; salvaging an existing picnic pavilion and storing it on site as
directed by JCPS; installing a new turf playing field; installing a new
rubberized surface on the asphalt track; and the construction of a new
concession and restroom building. The concession building is 1,303 sf,
Occupancy Classification Business Group B, Construction
Classification VB. The construction is poured concrete footings,
concrete block walls, and asphalt shingle roofs on roof sheathing on
wood trusses.
The project consists of a full renovation of the existing Rest Area & Vending Structures along with approximately 2 miles of off-site utilities. The primary architectural intervention in the existing design is the addition of two new accessible restrooms and an entry vestibule for the existing restrooms at the ends of the existing entry concourse. The existing concrete slabs are being removed as part of the structural stabilization which includes new grade beams, helical piles, and new floor slabs. All areas will receive a new epoxy terrazzo floor, and the entry shall include wall bases. The curved, structural CMU wall surrounding the restrooms will remain and receive new plaster finish and paint. The tile mural of the state of Kentucky will be left in place and protected during construction. Soffits and ceilings will be rebuilt to match the existing design. All existing single glazed windows will be removed and replaced with insulated storefront units that match the mullion layout of the original design and will include the lateral reinforcing at the mullions over the concrete wall panels that were part of the original design. Glazing at the new, accessible restrooms and vestibules will have a translucent film of the third surface of the glazing units for privacy. The design will be altered to add two roll-up doors connecting the maintenance area in back to each of the restrooms. In the restrooms, the existing masonry partitions will be removed and replaced with new ceiling-braced, stainless steel toilet partitions. New ADA toilet walls shall be porcelain glazed CMU (both double and single faced units). A 2” veneer of the same glazed faced units will be used in the restroom interiors. The existing opening through the 8” CMU wall will have new steel frame to accommodate the new wall thickness and support the new opening for the roll-up doors. Damaged concrete wall panels will be repaired to match the existing finishes. The existing roof will be replaced and the drum on top will be capped. The existing Vending Shed will have its trusses removed to bearing level. A wood framed storage addition with masonry veneer will be constructed at the rear of the shed, replacing the free-standing prefab shed on site. The new storage room behind the vending shed will be insulated and electric heat to prevent freezing of stored items. The entire vending shed will receive new hipped trusses with a prefinished standing seam metal roof, fascia trim, soffit panels, and ceiling panels.
Plumbing work consists of the following: Demolition of existing sanitary piping back to the main line outside of the building. All new PVC sanitary piping will be provided and connected back to this point. Removal of all existing domestic water piping with new copper piping and insulation. Removal of existing plumbing fixtures and replaced with new “low flow” fixtures. Removal the existing well tank and connected accessories. A new pressure tank / pump
system will be provided. Removal of the existing water heater and replaced with new water heater. The HVAC system will need to be replaced in order to meet the required recommendations of the existing structure, roof, and floor slabs. A new 5-ton heat pump will be located in same location as existing in Mechanical Room. If approved, the heat pump will be specified as a water source heat pump with piping to two geothermal wells. New ductwork will serve all areas to provide heating and cooling. New exhaust fans in restrooms will have new duct routed to an exterior wall to avoid roof penetration. Test and balance costs for new exhaust fan and HVAC unit have been included. Electrical work includes the following: A new Main Distribution Electrical Panel and new sub panels as required. All new electrical circuits to receptacles, equipment, HVAC lighting and vending machine area as required. New LED lighting system throughout. New lighting controls – Digital time clock, occupancy sensors and keyed light switches as required to best end user control. New LED exit signs, new LED dual head emergency lighting and new LED exterior egress lighting to create a path of egress from the interior spaces to the outside of the building. New lighting and lighting controls systems will be compliant with the currently adopted International Energy Conversation Code (IECC).
Site & off-site utility work includes the following: All existing asphalt will be replaced with heavy duty asphalt beginning at the outer edges of the highway shoulder and extending throughout the parking areas. In some areas a full profile replacement may be required and in other areas a mill and overlay may meet KYTC highway specifications. The asphalt elevation on the south side of the car parking lot will be raised to facilitate a normative curb height of 6 inches. Currently the curb height is closer to 10 inches which is a trip hazard for pedestrians. New concrete curb and gutter on the south side of the parking lot will be replaced along with existing pedestrian walkways. All concrete walkways and stairs will be replaced. A new pedestrian connection will join the circular and vending machine buildings. Old handrails will be replaced to meet current building code standards. Signs that interfere with demolition and construction will be removed and replaced according to the Owner’s preference for placement. One pair of bollards that protect the flagpole will be removed and replaced with new concrete-filled bollards. The current dumpster site (asphalt and wood fence) is dilapidated and will be demolished. A more attractive and secure dumpster area will be relocated east of the buildings consisting of a new 8-inch heavy duty concrete dumpster pad, 8-foot height CMU screen wall, two chain link gates at the opening and two concrete-filled bollards to protect the wall. The current storage shed next to the vending machine building will be demolished and replaced with an addition built onto the back of the building. To improve pedestrian circulation, a new concrete walk will connect the vending machine and circular buildings. The aging water and sanitary sewer line that extend to nearby Winchester will be replaced in their entirety. Both lines are approximately two miles long. The sanitary sewer lift station will be replaced as well. Utilities within the site—both sanitary sewer and water—will be replaced.
Jefferson County Public Schools – Eastern High School Athletic Stadium Renovation
Jefferson County Public Schools – Eastern High School Athletic Stadium Renovation
The scope of project includes: the installation of a turf
field and subsurface (turf by Owner), track and d-zone
resurfacing (top surface by Owner), reusing goal posts,
new scoreboard by Owner, installation of electrical
conduit, and new concrete pad to support bleachers and
press-box. The items above correlate to restructuring of
drainage on and around the field and some changes to
pedestrian paving and perimeter fencing.
The project consists of the repair and replacement of various deteriorated concrete elements including concrete retaining walls, slabs-on-grade, and elevated slabs. The top of a portion of the existing concrete retaining wall is to be removed to allow new slab-on-grade to extend over the wall, allowing for expanded views from the bar area. Sidewalks / ramps are to be modified on the north side of the building to address varying finish floor elevations.
The project also includes removal and replacement of three sets of stairs. Two sets of existing wooden stairs at the far north and south ends of the building will be removed and replaced with new steel stringers with precast concrete treads. An existing timber-framed stair on the west side of the building will be removed and replaced with a similar timber-framed stair.
Sealed Bids will be received electronically by Louisville and Jefferson County Metropolitan Sewer District, for the construction of Contract No. 17257 Bullitt Hills and Hillview #1 WWTP Eliminations, Budget ID No. Y22146, Drawing Sheet No. 1-59, until 11:00am, Local Time, Tuesday August 18th, 2026, and will be publicly opened and read at that time. The public may attend the bid opening via teleconference call at 502-654-8113 (Dial-in Number) Conference ID: 707 341 584#.
MSD is using a 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.
Description and location of Project: The project includes the construction of the new Zoneton Road Pump Station near the intersection of Preston Highway and Zoneton Road in Bullitt County, Kentucky. The pump station will receive flows via new gravity sewers from both the Bullitt Hills WWTP and Hillview #1 WWTP and pump flow through a 14-inch force main to the Derek R. Guthrie WQTC via the new Mud Lane Interceptor (by others). The project includes the elimination and decommissioning of the Bullitt Hills WWTP, Hillview #1 WWTP, and existing Zoneton Road Pump Station.
Procurement for this project will be subject to DOW Procurement Guidance including the Davis Bacon Act. This project is being funded in part by an SRF loan. Bidders must comply with Title VI of the Civil Rights Act of 1964, the Anti-Kickback Act, and the Contract Work Hours Standard Act. Bidders must comply with the President’s Executive Order No. 11246 as amended, which prohibits discrimination in employment regarding race, creed, color, sex or national origin. This project will be in compliance with Executive Order 11246 (Equal Employment Opportunity) as amended. Contractor/Subcontractors will comply with 41 CFR 60-4, in regard to affirmative action, to insure equal opportunity to females and minorities and will apply the time tables and goals set forth in 41 CFR 60-4. Bidder will make positive efforts to use small, minority, women owned and disadvantaged businesses.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be a mandatory pre-bid meeting held for this project via Teams on Tuesday, July 14th, 2026 at 9:00am local time. There will be an optional site visit to the project area following the mandatory pre-bid Teams meeting.
Persons wishing to view the bid documents may do so 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 Joey Ashby. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s designated web portal at http://louisvillemsd.bonfirehub.com/portal. Questions received less than ten (10) days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda posted on MSD’s designated web portal 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 W. Johnson, P.E.
MSD SUPPLIER DIVERSITY MINORITY AND WOMAN BUSINESS ENTERPRISE PROGRAM POLICY AND PROCEDURES MANUAL (MBE/WBE PROGRAM) – FOR CONSTRUCTION CONTRACTS $200,000 AND GREATER for Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) subcontracting participation. Effective January 1, 2025, 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 a 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.
The revised MSD Supplier Diversity Minority and Women Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) is effective January 1, 2025. If selected as “Applicable” or “Applicable, Partial Waiver” above, the goals are as follows:
18.0% MBE – African American participation 2.0% MBE – Asian-Indian American participation 15.0% WBE – Caucasian Female participation
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: Yes
COMMUNITY BENEFITS PROGRAM: Yes
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
Sealed Bids will be received electronically by Louisville and Jefferson County Metropolitan Sewer District, for the construction of Pennsylvania Run Road Pump Station, Contract No. 17418, Budget ID No. H20021, Drawing Record No. / Sheet No. 17418 / 1-116, until 10am, Local Time, September 1st, 2026, and will be publicly opened and read at that time. The public may attend the bid opening via teleconference call at 502-654-8113 (Dial-in Number) Conference ID: 892 740 470#.
MSD is using a 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.
Description and location of Project: This Contract provides for the demolition of the existing Admiral Way Pump Station, as well as the construction of the new Pennsylvania Run Road Pump Station with ancillary support structures, new 5.5-milliongallon circular concrete storage tank, new sanitary sewers to reroute flows to new pump station site, and new access road. This contract also provides for all site clearing, earthwork, and other appurtenant work. All work shall be done in accordance to MSD’s Standard Specifications.
There will be a mandatory pre-bid meeting held for this project. The mandatory pre-bid meeting will be held on Microsoft Team for this project at 11:00AM, Local Time, on Tuesday July 21, 2026.
Meeting ID: 270 442 232 297 501
Passcode: o5uL6zA2
+1 502-654-8113,,138038782#
A voluntary site visit may take place following the mandatory pre-bid meeting at MSD’s discretion. Contractors are responsible for providing their own personal protective equipment.
The Engineer’s Construction Cost Estimate for this project is between $25,000,000.00 and $30,000,000.00.
Persons wishing to view the bid documents may do so 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 Quinn Corcoran. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s designated web portal at http://louisvillemsd.bonfirehub.com/portal. Questions received less than ten (10) days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda posted on MSD’s designated web portal 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 W. Johnson, P.E.
MSD SUPPLIER DIVERSITY MINORITY AND WOMAN BUSINESS ENTERPRISE PROGRAM POLICY AND PROCEDURES MANUAL (MBE/WBE PROGRAM) – FOR CONSTRUCTION CONTRACTS $200,000 AND GREATER for Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) subcontracting participation. Effective January 1, 2025, 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 a 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.
The revised MSD Supplier Diversity Minority and Women Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) is effective January 1, 2025. If selected as “Applicable” or “Applicable, Partial Waiver” above, the goals are as follows:
18.0% MBE – African American participation 2.0% MBE – Asian-Indian American participation 15.0% WBE – Caucasian Female participation
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
MSD BID DISCOUNT: Not Applicable
This MSD construction project is bid and advertised as: check applicable below
Construction Services:
Construction-related Services:
LOCAL LABOR COMMITMENT PREFERENCE: Yes
COMMUNITY BENEFITS PROGRAM: Yes
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
Removal of existing exterior building mounted lighting and ground mounted light poles throughout campus. Provide all new pole foundations, poles, lighting, and circuitry for new lighting systems. Selected exterior soffits in porte-cochere and other locations will be replaced with new. Front porte-cochere shall have existing masonry wrap columns removed and new column wraps installed along with new ceiling to hide conduit and camera system conduits.
1.Remove existing roofing and underlayment to MTL decking (roof C)
2.Roof C
a.Mechanically attach 2 layers of 2.2” Poly-iso Insulation
b.Mechanically attach layers of tapered Poly-iso Insulation as indicated on drawings
c.Mechanically attach 1 layer of ½” coverboard.
d.Apply one layer of SBS-modified bitumen fiberglass mat base ply in cold asphalticadhesive.
e.Install one ply of granule surfaced SBS modified bitumen cap ply in cold asphalticadhesive.
3.Overlay over roofs D-H (LWIC decks)
4.Roof D-H
a.Remove membrane from wet lwic areas indicated on drawings, dry to 40lb pull, and installnew membrane to match existing [60 SF]
b.Adhere ½” Coverboard over existing roof system
c.Apply one layer of SBS-modified bitumen fiberglass mat base ply in cold asphalticadhesive.
d.Install one ply of granule surfaced SBS modified bitumen cap ply in cold asphalticadhesive.
5.Install new metal flashing around perimeter of flat roof area.
6.Install new access ladders.
Install new walk pads as indicated on drawings
The Oakwood Cottage Phase III project consists of the renovation of two (2) existing group living homes at Oakwood residential care facility, located on Highway 27 in Somerset, KY. This is the third phase of cottage Renovations. The scope of work is to renovate cottages 106 (approximately 9,000 square feet) and 113 (approximately 7,100 square feet).
Architectural renovations shall include the complete demolition of most of the existing interior construction, the construction of a revised interior plan and the replacement of all existing windows with new aluminum window systems in each cottage. The revised plans provide enlarged kitchens, new staff spaces, and accessible private resident bathrooms. Kitchens and other living space finishes will include vinyl sheet flooring, impact resistant gypsum board walls and abuse resistant fixtures. Ceilings include painted gypsum board, ACT in corridors and
existing exposed wood decking to be stained.
MEP renovations shall include new mechanical systems and updated power, lighting, security, control & IT devices.
Estimated Length of Project:
(Substantial Completion) + 500 Calendar Days (Final Completion)
Reclamation consists of the removal of approximately 7.5 acres of slide/transition (Slide A) material to rock and the installation of ditches to control drainage. Slide B is included to excavated to rock, to provide for a stable access on the Hazard 7 Level. An Earthwork Bid Item is setup to excavate and transport slide materials to the waste area, via the Hazard 7 bench and Upper Second Creek Road. Material will be placed, graded and compacted at the waste area. Reclamation work at the Slide & Transition area will include the installation of Concrete ditch work (Concrete Form & Finished) to properly handle surface runoff. Reinforcing steel is included for proper concrete ditch construction.
Installation of 15” 18”, 24” & 36” HDPE pipes & Concrete Headwalls are included to handle
surface runoff from the site. A Hoe Ram bid item is included to break boulders and
construct rock excavated ditches. Class II Backfill is included to properly backfill Wall &
ditches to enhance slope stability above these features. Concrete Gravity Wall are
included to ensure the Bryant Residence is not undercut by the proposed surface drainage work; Concrete Gravity Wall is included at the Gail Smith Res, to ensure long term stability of the residential area. Class II/III is included for ditch construction were called for in the plans and as directed by the ENGINEER. Temporary Debris Barrier Wall is included to protect residential areas from potential damage during slide excavation activities. Chain Link fence is included to be installed above retaining walls. Subdrains are included for saturated areas within the disturbed areas that need to be stabilized. Retaining wall Subdrains are include behind retaining walls for long term stability. Temporary Pipe is included as needed for temporary drainage controls. Filter Fabric and Geo-grid are included to be installed as directed behind proposed walls and ditches to facilitate long term stability of these features. Filter Fabric and Geogrid are included also to address saturation areas that require access over these areas. Silt Control bid items include Silt Barrier – Bales & Fence & Silt Trap – Type A & B.
