The project is the removal and replacement of the existing roofing membrane at the KCTCS-West Kentucky Community and Technical College Clemens Fine Arts Center. The work consists of the removal of approximately 37,600 square feet of gravel-surfaced built-up roofing membrane to the existing lightweight concrete roof substrate, existing skylights, copings, flashings, and other roofing accessories. Replacement work shall include installation of a two-ply modified bitumen for the multi-level building structure, metal copings, flashing, expansion joints, ladders, skylight clerestories, secondary water outlets and other roofing accessories. Additional work will be required for removal and replacement of brick masonry, through-wall flashing, and joint sealants.
The project includes alternate pricing for the removal and replacement of the existing roofing membrane at the KCTCS-West Kentucky Community and Technical College Haws Gymnasium. Alternate work consists of the removal of approximately 26,300 square feet of modified bitumen membrane to the existing poured gypsum roof deck substrate, copings, flashings, electrical conduit and lighting, and other roofing accessories. Replacement work shall include installation of a two-ply modified bitumen for the multi-level building structure, decking repairs, metal copings, flashing, ladders, exhaust fans and other roofing accessories.
Work for each building will be performed over occupied and finished building interior.
Project Description:
The Work includes extensive interior and exterior renovations to the West 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. Existing soffits at restroom building and vending building will be replaced with prefinished metal. 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 epoxy coating. Restroom building will receive new hollow metal doors and frames. Additive Alternate #1 includes replacing the lift station in its entirety. See drawings and specifications for additional information.
Project Description:
The KCTCS Pavement and Sidewalk Repairs Project at WKCTCS campus includes the following major work items:
1.) Demolition
a. Typical demolition for this project includes removal of curb stops, relocation of signs, removal of existing concrete sidewalk and subbase, curb and gutter, and asphalt milling.
2.) Pavement Repairs
a. Milling & Paving – Based on pavement assessment and preference of the college, areas have been identified for milling to an average depth of 1.5 inches. Surface course is to be installed above milled surfaces.
b. Cement Stabilization – Cement stabilization will be used in weak subgrade areas, in order to strengthen the base for pavement.
c. Crack Sealing & Seal Coating – Based on pavement assessment and preference of college, areas have been identified for epoxy crack filling and seal coating, where seal coat will be done with two passes.
3.) Stormwater Improvements
a. Main Parking Area – The main parking area will be modified to accommodate less vehicles with a new striping and traffic plan, and the installation of islands that will aid in the capture of sheet flow runoff from the impervious surface.
4.) Installation of East-West Connector
a. Installation of the East-West connector will include a 6’ walking path at 4500 psi concrete originating at the Emerging Technology Center and terminating at the intersection of Garrett Drive and O’Hara Drive. The pathway follows along Garrett Drive, where roadway width will be reduced between the Allied Health Building (West Campus) and the Tennis Courts (East Campus). The KCTCS Pavement and Sidewalk Repairs Project at WKCTCS campus includes the following major work items:
1.) Demolition
a. Typical demolition for this project includes removal of curb stops, relocation of signs, removal of existing concrete sidewalk and subbase, curb and gutter, and asphalt milling.
2.) Pavement Repairs
a. Milling & Paving – Based on pavement assessment and preference of the college, areas have been identified for milling to an average depth of 1.5 inches. Surface course is to be installed above milled surfaces.
b. Cement Stabilization – Cement stabilization will be used in weak subgrade areas, in order to strengthen the base for pavement.
c. Crack Sealing & Seal Coating – Based on pavement assessment and preference of college, areas have been identified for epoxy crack filling and seal coating, where seal coat will be done with two passes.
3.) Stormwater Improvements
a. Main Parking Area – The main parking area will be modified to accommodate less vehicles with a new striping and traffic plan, and the installation of islands that will aid in the capture of sheet flow runoff from the impervious surface.
4.) Installation of East-West Connector
a. Installation of the East-West connector will include a 6’ walking path at 4500 psi concrete originating at the Emerging Technology Center and terminating at the intersection of Garrett Drive and O’Hara Drive. The pathway follows along Garrett Drive, where roadway width will be reduced between the Allied Health Building (West Campus) and the Tennis Courts (East Campus).
Project Description:
The Work includes renovations to the Olympic, Diving and Wading Pools, including new regenerative media filters for the Olympic and Diving Pools and new pumps for all three pools. All three pools will receive shell repairs and new PVC Membrane Liners. New ADA battery lift chair and new diving boards are included as separate additive alternates. All piping & valves in the Equipment Room will be replaced, minor electrical work in included, and a new second surge tank will be created while reusing an existing D.E. filter tank as a second surge tank. See drawings and specifications for additional information.
Estimated Length of Project:
(Substantial Completion) + 90 (Final Completion)
The Project is located in Mt. Sterling, KY. The Project entails remediation of arsenic impacted media (soils, water, sediments) associated with the 1.5-acre Tipton Pond, surrounding soils, and its downstream drainages. The media has been contaminated via historic arsenic migration in surface water drainage from the adjacent former Southern Wood Treatment Company site.
Previous investigations at the site have determined that environmental media is contaminated with arsenic. Arsenic has been detected in soil surrounding the Tipton Pond and along the drainage way running south of the Pond’s Dam. Arsenic has also been detected in the water of the pond as well as being detected within the sediments of the pond.
Soils and pond sediments will be excavated and removed for off-site disposal. All soil excavations will be one foot in depth. Water from the pond will also be removed, treated, and discharged at the site boundary. The Pond’s Dam will not be disturbed. Following excavation activities, a compacted clay layer will be installed in the pond, the soil ground surfaces will be restored to the original grade, the areas will be vegetated, and the pond will naturally re-fill with water.
The goal of this project is to provide a re-roof solution for two different existing roof assemblies. The first system is a 2-ply modified bitumen asphalt roof over metal deck on the upper roof over the gym area. This will be re-roofed with a recover system. The existing roof will have wrinkles removed prior to additional rigid board insulation being added under a gypsum roof cover board. New two ply SBS modified bitumen roofing system will be installed. The existing low roofs are two different built-up roofs over a tectum deck. The new system on the low roofs will be a new nailed base sheet under rigid board insulation with a gypsum cover board under a new two ply SBS modified bitumen roof system. Existing stainless steel metal copings, gutters, downspouts, and other trim is to remain or be removed and re-installed as required. New stainless steel gravel stop and copings in select areas is included. The metal roof is excluded from this project.
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The 23052AMLBAML Dulsenia Slone Slide Phase II AML Reclamation Project is located in central Knott, GPS coordinates N 37.34297°, W 82.79317°. Directions are From the Hazard Central Branch Office, travel South on Hwy 15 for about 16.4 miles to KY 160. Turn left onto KY 160 and travel 3.3 miles to KY 582. Turn right onto KY 582 and travel 12.7 miles to the KY 7 North. Turn left onto KY 7 and travel 3.8 miles to Potato Branch Road. Turn right onto Potato Branch Road and travel 1.2 miles to site on left of road. This project will consist of the removal of a slide that has blocked a rock ditch and the construction of an 84 liner foot Gabion wall 6 foot high to tie to existing wall. Clean rock ditches of debris and re-construct 175 liner foot rock ditch in front of gabion wall and immediate area to promote positive draining. Straw Bales and/or Silt fence are proposed for proper silt control. A revegetation bid item is included to revegetate the site area at the end of construction. Roadway stone bid item is included to stabilize existing roadways. Excess excavated material from reconstruction of ditches, sediment removal and slide will be wasted on existing mine bench adjacent to the site. Any permits will be obtained prior to construction. No trees 3″ diameter or more at breast height will be disturbed, with the exception of those in the slide and transition areas. No cave-like structures will be closed, and no cliff-lines will be disturbed.
Estimated Length of Project:
(Substantial Completion) + 365 Calendar Days (Final Completion)
This project is located in Letcher County near the community of Kona KY, to reach the sites from the Intersection of US Hwy 119 and KY Hwy 805, turn left onto Hwy 805 travel 0.52 miles to the intersection of Hwy 113 and Hwy 805, turn right and continue on Hwy 805 for 2.80 miles to W.B. Hollow Road, turn right onto W.B Hollow road and travel 0.05 miles to first site on right of road. Continue 0.12 miles to second site on right of road. Holbrook Site-37.1790°N -82.7086°W
Davis Site-37.1778°N -82.7062°W The Davis Site will consist of a 232 Long 12’ to 8’ Reinforced Concrete Wall which will stabilize the slope above the Davis Residence, and stabilize the residential area above this wall. Upon completion of the Reinforced Concrete Retaining wall and installation of subdrain Class II aggregate and filter fabric will be installed behind the wall. The construction of a 64 LF debris
barrier wall to protect the residence during the construction of concrete wall. The replacement of a 24″ pipe with sloped and flared headwalls will also be done. Excavation of slide area northeast of residence and backfill with Class II/II rock will also be implemented. The Holbrook Site with consist of the construction of an 80’ long 6’ high Non-Reinforced Block Wall. The replacement of 140 LF 36″ HDPE pipe. The excavation of 3 slide area and backfilling with Class II/III rock. Silt Checks-Rock will be installed as needed by Scientist on site at appropriate locations. Mobilization is setup to provide for construction equipment to be delivered to the site. Earthwork work bid item is included to excavate material to seat wall and at other areas as directed by the ENGIEER. Material will be transported to an off-site waste area.
A hoe ram bid item is setup to address/reduce the size of boulders too large to move with an excavator. Subdrains are included to remove subsurface drainage from behind retaining walls, and other areas to enhance long term stability.
Utility Relocation, Structure Removal/Replacement and Landscape Allowance are setup to address these features that may require location / replacement to facilitate normal reclamation activities. Site Prep is included, at both the sites and waste area to prep the areas for reclamation and material storage. Seeding, Seedbed Prep, Fertilizer, Mulch-Straw & Hay and Residential Seeding are included for all reveg efforts within the site and waste area. Dense Grade and Roadway Stone are included to provide for access during normal reclamation. Bituminous Repair is included to repair “in kind” all asphalt surfaces damage due to normal reclamation
activities.
Waste Area: This offsite waste area is located on a previously disturbed enhancement project
mined area. To access is from the site, from Intersection of KY Hwy 805 and W.B. Hollow
Road continue east on Hwy 805 approximately 1.93 miles to Ramey Fork Road, turn right on
Ramey Fork Road travel 0.37 miles to access road on left, travel access road 0.1 miles to waste
area. The coordinates are 37.1726° N -82.6786° W.
Any permits will be obtained prior to construction. No trees 3″ diameter or more at breast height
will be disturbed, no cave-like structures will be closed, and no cliff-lines will be disturbed.
There is only invasive species like Autumn Olive on this site.
Bid Date and Time:
August 23, 2023
10:30 A.M., Eastern Time
The proposed project (approximately 2.1 acres, the waste area is approximately 18.0
acres, though only a small fraction will be used) consists primarily of installing a pile and lagging retaining wall to stabilize the hillside below the Cornett residence. The project area is located at N 37° 02’ 46.38″, W 83° 08’ 45.79″. The site address is 212 Clover Fork Road and is located off KY-699 in Leatherwood, KY 41731. The primary waste area is located approximately 2.2 miles from the project site at N 37° 02’ 22.3″, W 83° 10’ 29.3″. Reclamation work consists of constructing a pile and lagging retaining wall in the northwest hillside below the Cornett residence. The steel piles will be W14x68 and conform to the “Steel” AML Technical Specification. Concrete Formed and finished is included to construct a foundation of the concrete lagging panels. Concrete Non-Formed and Finished is included to seat steel piles. Soil and Rock drilling (36″) is included to set steel piles. Filter Fabric is included to secure the retaining wall once installed, and No. 2 Stone and Class II backfill are
included to stabilize the hillside and allow for drainage behind the wall. Retaining Wall
Subdrain also is included to deal with drainage behind the wall. A row of rail steel with
guardrail lagging will be installed on the northwest side of the residence to maintain hillside integrity during construction of the pile and lagging wall, and another row of rail steel and lagging will be installed downhill from the wall. This is done to create a stable bench from which the drill rig can operate for the construction of the wall. More Concrete Non-Formed and Finished is included to seat the rail steel, and Soil and Rock Drilling (15″) is included to set rail steel. Any material relocated due to these construction efforts will be paid for under the “Earthwork” bid item.
Some trees near the state road KY-699 may need to be removed to allow equipment to access the project site, and if deemed necessary by the ENGINEER, this will be paid for by the “Site Preparation” bid item. Hay bales/silt fence will be used for sediment and erosion control. Bridge cribbing is included for the existing bridge into Clover Fork Road. Site Preparation is included to allow for any preparation of land which will be disturbed by the project. Hoe Ram is included in case it is needed to create the bench where the retaining wall will be constructed. Bituminous Repair is included to repair “in kind” any existing Bituminous damaged by normal construction activities to Clover Fork Road. Dense Grade Aggregate and Roadway Stone are also included to repair damage done to Clover Fork Road.
Driving directions: From the Hazard field office, turn right and stay on KY-15 S for 4.9 miles, then turn right onto KY-7 N. After 11.0 miles, turn right onto State Highway 699. After 9.1 miles, turn left onto Clover Fork Road. Travel approximately 0.2 miles, staying to the right, and the Cornett residence will be at the end of the road.
To reach the waste area, return to State Highway 699 and turn left. In approximately 2.0 miles the waste area will be on your right. All disturbed area will be revegetated using the bid items as setup in the contract. No trees 3-inch in breast height will be disturbed the period of March through October, except for the slide and transition area.
Project Description:
Project includes upgrades and equipment replacement of the fire alarm systems at multiple buildings at the KCTCS Henderson and Madisonville campuses. Upgrades include fire alarm control panels and associated communication for system monitoring and reporting. Additional fire alarm devices are identified to expand the fire alarm systems. Associated power and network infrastructure is also identified to allow operation.
Project Description:
The Department of Juvenile Justice – Breathitt Day Treatment Roof Replacement project is being undertaken to extend the usable life of the buildings and to maintain the weather resistance. The existing roof is EPDM with expansion joints due to the modular construction of the building. The building is single sloped to metal gutters and downspouts. The roof with be replaced with a new PVC roof assembly, with insulation and cover board to span modular joints, and will receive new gutters, downspouts and accessories.
Free downloads are available by clicking “Order/Download” above. All downloads are typically available immediately
in “My Downloads”. Download to your computer and print at any time. Full size hard copy sets are also available for a
purchase and can be paid for by using a credit card online or your established Lynn account. Shipping, if required is
additional based on the method selected.
Existing plan holders will be notified by email upon the release of any addenda and links will be available
below for downloading/viewing. Failure to order bid sets through Lynn Imaging and not being on the plan
holders list will prevent you from receiving the notification and being able to view the addenda.
Project Description:
This project includes modifications to existing electrical systems serving Kentucky State Police facilities located at three existing KET sites. Electrical renovations at each site generally include:
1. New 50 kVA transformer.
2. New 200 amp panelboard(s).
3. New 200 amp manual transfer switch.
4. New surge protection panel.
5. Miscellaneous emergency power receptacles, circuit breakers, conduit and conductors.
6. Demolition and removal of equipment and materials as noted on the drawings and specified.
Project Description:
Note : This project does not have a “Parent” for HBC review. The contractor is responsible for submitting and providing all associated review fees for this project for the work described below.
KFI Engineers (KFI) will be providing design and engineering services to upgrade the life safety systems in various buildings on multiple campuses of the Somerset Community and Technical College (SCTC). Included in the scope of work will be retrofits of fire sprinkler systems in multiple buildings and fire alarm/detection system upgrades.
Comprehensive fire alarm system replacement for all buildings on Somerset Community College South Campus (Buildings 1, 4, and 5) and one building on the Somerset Community College North Campus (Stoner Hall). New sprinkler systems at two (2) buildings on Somerset Community College South Campus (Building 1) and (Building 5) and on the Somerset Community College North Campus (Stoner Hall).
Project Description:
The project consists of the removal and replacement of the domestic hot water boilers in the penthouse serving the dorm plumbing fixtures at the Kentucky State Police Academy. Contractor shall remove two gas fired domestic boilers and all associated piping, circulating pumps, and accessories located in the penthouse. Contractor shall provide seven new domestic hot water heaters, a new hot water circulating pump, a new thermostatic mixing valve, and all new domestic water piping in the penthouse. Remove, modify, and extend concrete housekeeping pads to accommodate new water heaters and expansion tank. Provide new breakers in existing panelboards in penthouse and extend circuits to new equipment. All work shall be coordinated with the Kentucky State Police Academy.
Beargrass Creek Flood Pumping Station Masonry Repair
Beargrass Creek Flood Pumping Station Masonry Repair
INVITATION TO BID
Sealed Bids will be received electronically only by Louisville and Jefferson County Metropolitan Sewer District, for the construction of Beargrass Creek Flood Pumping Station Masonry Repair Contract No. 17033, Budget ID No. F23177, Drawing Record No. / Sheet No. N/A, until 10:00 AM, Local Time, Thursday, August 3, 2023, 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: 107 430 332#.
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 project includes cleaning the full exterior face of the building, full exploration of masonry condition and recommendations for any additional work not specified in this project, repointing and rebuilding masonry. The project is located at the Beargrass Creek Flood Pumping Station located at 1731 Brownsboro Road, Louisville, Kentucky 40206. 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. At Beargrass Creek Flood Pumping Station, located at 1731 Brownsboro Road, Louisville, Kentucky 40206 with a site walk to follow at 10:00 AM Local Time, Wednesday, July 19, 2023
The Engineer’s Construction Cost Estimate for this project is between $100,000.00 and $150,000.00.
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 Josh Dickerson. 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 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 W. 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 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 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
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
Project Description:
The project area is 3 acres. A slide below the home is threatening the home and other structures, including a pool, deck, and the septic tank. Remediation consists of a 180LF 6’ high pile and lagging wall at the house level utilizing W8x40 steel beams and guardrail lagging. Drilling has been performed at the site to assess depth to competent rock for construction of this wall. Unstable material below this wall will be excavated and removed until the slope is stabilized. The design includes a gabion wall 100LF in length and 9’ high at the toe of the slide area to prevent further erosion of stable material.
Project Description:
The project is intended to primarily address storm runoff drainage around the Stone Building, along with various other site improvemements. Installation of new storm drainage piping, drain inlets and a trench drain will collect runoff at the front of the Stone Building and convey it around to the rear. Areas of gravel in front of the building will be paved with concrete, along with replacement of some concrete to accommodate the drainage improvements. Two bollards will be installed to protect the HVAC equipment from vehicles. A segmental retaining wall will be constructed to hold a 24” tall slope adjacent to some mechanical equipment installed last year. Disturbed lawns and areas with substandard lawns adjacent to the retaining wall will be topsoiled and sodded.
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
Resident has complained about water standing in the backyard area between their
house and the highwall. At the closest point the highwall is only about 8’ from the
house. There are a few areas where rocks have fallen out of the highwall and
down to the yard area below. There is one portal located directly behind the
residence and two other portals located about 200 feet to the west of the residence
at nearly the same elevation and slightly above the gravel driveway that leads to
the home. These will be closed with Wildlife Accessible Portal Closures.
A 220 L.F. subdrain will be constructed at the base of the highwall and daylight to
the driveway ditch line. Another section of subdrain 50 L.F. will be constructed
below the two portals and drain to a newly constructed Rock lined ditch 25 feet in
length discharging to an existing 15” HDPE pipe that flows under the gravel
driveway.
The highwall has several areas with overhanging rock. Approximately 100 L.F. will
be backfilled with Class II rock in an attempt to prevent young children from getting
under these areas.
Removal of a few trees of 3” diameter or greater will be necessary in order to
access the two portals and allow construction of the subdrain below these portals.
No permits will be required for this project. The project area totals about 1.7 acres.
Waste material generated by construction of the sub drains will be dispersed on
site.
No state/local floodplain permit is required and
No 401/404 approval is necessary
Project Description:
This Project involves the complete demolition, removal, and disposal of the existing Boiler No. 1 and the exterior masonry stack and breech way at the boiler house structure at the Northpoint Training Center.
Demolition/General Project Tasks include, but are not limited to, the following:
– Demolish and dispose of the masonry stack and its foundation.
– Demolish stack breech way connection to the existing boiler house structure. Provide for a “closure” of the remaining wall penetration into the boiler house.
– Demolish Boiler No. 1 and legally dispose of all hazardous materials.
– Disconnect/Terminate/Cap off any utilities as indicated.
– Disconnect/Remove/Partially demolish any piping, conduits, platforms, access, or other materials which connect to Boiler No. 1. Remove and terminate in a safe manner such that remaining structures, piping, etc. is left in a stable (not unsafe) condition.
– Remove/Move/Shift any and all other equipment/pads/etc. which may impede the removal of Boiler No. 1 materials. Items that are removed from the building shall be disposed of in a legal manner. Items to remain in the boiler house shall be left in a stable (safe) condition.
– Provide for disposal of “uncontaminated” materials on the Northpoint Training Center site in specified location. All other materials to be legally disposed of offsite.
The building does contain hazardous materials which are identified in the Contract Documents. Qualified abatement personnel shall be included on the Contractor’s team to properly remove, handle, and dispose of such material in a safe and legal manner.
Utilities connected to the structure shall be disconnected as indicated on the drawings by appropriate subcontractors who are licensed in each discipline of work including, but not limited to, Electrical, Plumbing, Gas, and any other utilities noted.
Work includes site restoration and site improvements.
Project Description:
Remove top coating of existing garage floor system as specified. Prepare existing garage flooring as specified to prepare for new top coating systems. Install new resinous floor coatings on existing garage flooring as specified.
MFWQTC Dechlorination Building Roof Replacement Project
MFWQTC Dechlorination Building Roof Replacement Project
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of the MFWQTC Dechlorination Building Roof Replacement Project Contract No.
17016 , Budget ID No. D23167, Drawing Record No. / Sheet No. 1-4, will be received at the office of MSD until 10:00 a.m.,
Local Time, Tuesday, August 1, 2023, and will be publicly opened and read at that place and time. The public may attend the
bid opening via Microsoft Teams Meeting. The phone number is (502) 654-8113 and the Conference ID is 871245984#.
This info will also be posted on the bid box on the day of the bid opening.
Description and location of Project: The principal features of the Work to be performed under this Contract include, but are not
limited to the following:
Removal and replacement of the Dechlorination Building roof system.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be a mandatory pre-bid meeting held for this project. Thursday, July 13, 2023 at 11:00 a.m. The Pre-Bid
Meeting with be held at the Morris Forman Water Quality Treatment Center (MFWQTC) located at 4522 Algonquin
Parkway. We will meet at the gazebo adjacent to the Administration Building. Upon completion of the meeting, the
bidders will be taken to the Dechlorination Building to evaluate the roof. All visitors will be required to furnish their
own PPE to visit the site.
The Engineer’s Construction Cost Estimate for this project is between $100,000.00 and $ 250,000.00.
The bid documents will be available on Thursday, July 6, 2023, 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 Julie Potempa.. All inquiries and questions prior to the bid opening shall be Directed, in writing, to MSD’s Project Manager, Julie Potempa. at julie.potempa@louisvillemsd.org. 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 https://louisvillemsd.org/SupplierDiversity/forms
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Julie
Potempa.
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 selected as applicable above, 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:
Construction Services: YES Construction-related Services: NO
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
509 Blankenbaker Lane Drainage Improvement Project Redesign
509 Blankenbaker Lane Drainage Improvement Project Redesign
INVITATION TO BID
Sealed Bids will be received electronically only by Louisville and Jefferson County Metropolitan Sewer District, for the construction of 509 Blankenbaker Lane Drainage Improvement Project Redesign Contract No. 2024-007, Budget ID No. C24003, until 10:00 a.m., Local Time, Tuesday, July 18, 2023, 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: 341 038 132#.
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 new drainage improvements along Blankenbaker Lane. 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 $100,000.00 and $150,000.00.
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 Joseph Exely. 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 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 W. 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 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 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
The FSS – PSC Building Roof Replacement project is being undertaken to repair and re-cover the roof, which is in poor condition due to the age of the current roof. The existing roof is of 3-ply modified bitumen construction with several penetrations in the roof. There is a lower roof (17,616 square feet) that accounts for the majority of the total roof surface area and an upper roof (3,016 square feet). The total roof area is 20,663 square feet. The low roof is 28’ above exterior grade, and the upper roof is 14’ above the lower roof.
The existing damaged roof insulation and areas of anomaly are to be removed per the “Infrared Roof Inspection Report”.
The new roofs will consist of polyisocyanurate insulation where required for damaged insulation replacement with a reinforced glass mat gypsum coverboard and SBS modified bitumen roof covering. Roof is to be fully adhered. New roof specialties, as well as miscellaneous finishing items such as roof edge, prefabricated copings, flashings, expansion joints, and walk treads will be installed. The existing drains are to be raised to accommodate new roofing, inspected for damage, repaired and re-used if possible, or replaced if not possible. All metal fabrications will be 24 gauge metal, as applicable per documents.
Roof Area Summary:
Lower Roof 17,647 GSF
High Roof 3,016 GSF
Total Roof: 20,663 GSF
The fencing and gates securing the L&N Building have fallen into disrepair and disuse. This project will enhance the safety of the L&N campus by fully securing the site perimeter and will include perimeter fencing, vehicular gates, and pedestrian gates. Any gates that are not currently used by the facility will be removed. New 8’-0” fencing will replace the dilapidated chain link and will also be installed to span the TARC connector drive from the 9th street entry to the bus gate. This will allow the North portion of the parking lot to be fully secured after hours and on weekends. One (1) vehicular gate will be automated to allow afterhours access to the facility. Access will be granted by card reader. All new pedestrian gates will conform to ADA standards and signage will be provided for both pedestrian and vehicular traffic.
1) The project consists of roof replacements at Cumberland and Middlesboro Campuses.
a) Cumberland Campus
i) Chrisman Hall
b) Middlesboro Campus
i) Administration Bldg.
ii) Classroom Bldg.
2) Roof Replacements:
3) Tear off existing roof membrane, sheet metal, metal counter flashings, and roof components as indicated. Install new rigid insulation, tapered insulation, metal components and 2-Ply SBS-Modified Bituminous Membrane system as indicated on the drawings.
4) Install new shingles at Administration and Classroom Buildings
5) Infill masonry wall openings in attic space at Administration and Classroom Buildings.
