The Kentucky Veterans Affairs Cemetery West Burial Area Expansion is located at the existing State Veterans Affairs Cemetery in Hopkinsville, Kentucky at 5817 Ft. Campbell Blvd. The work shall consist of the installation of approximately 2000 precast concrete double depth burial crypts in Section 3 of the existing Cemetery. Installation of the precast, manufactured burial crypts will include all necessary earthwork and excavation, associated drainage improvements and turf restoration for the disturbed areas of the existing Cemetery.
The Long Rifle Road Extension project is located within the Boone National Guard Center in Frankfort. The new roadway is just over 185 feet. Milling and resurfacing of the existing pavements at each end is required. The new roadway will be 22-10 ft. lanes with 2 ft. graded shoulders. The new pavement dept is 12.5 inches.
This project will generally consist of heating hot water system replacement and HVAC controls replacement. Work shall include installation of natural gas fired boilers, hydronic piping, pumps, hydraulic separators, valves, and electrical power connections. Trades involved shall include but are not limited to: demolition, mechanical, controls, and electrical.
Project scope is to replace the two existing boilers with two new condensing style boilers along with piping modifications and condensate neutralizing kits as described in drawings. Existing pumps shall remain. (Factory startup and training are required)
Refer to Mechanical Drawings.
An allowance of $18,200 for controls contractor (Core Controls) to be included in base bid of Mechanical Contractor.
This project consists of the fit-up of approximately 3,300 sf shell spaces inside the existing Student Center building. Spaces to include office space and a computer classroom. Construction to include flooring, metal stud and gypsum walls, ceiling tiles, new lights, data and extension of mechanical and plumbing systems to service spaces.
RFB-263-23 KEWS Tower Structural Modifications W1 Emergency Radio System Replace Phase 3
RFB-263-23 KEWS Tower Structural Modifications W1 Emergency Radio System Replace Phase 3
This project involves the installation of tower structural modifications at selected locations across the Commonwealth. Refer to the construction drawings for site-specific modifications including additional bracing of tower members, member replacements, guy wire replacements and tensioning, and foundation upgrades.
Estimate: $103,000.00
Estimated Length of Project: See Schedule (Substantial Completion) + (Final Completion)
RFB-262-23 KSP-KEWS Tower Site Electrical Upgrades – W2/C1
RFB-262-23 KSP-KEWS Tower Site Electrical Upgrades – W2/C1
Estimate:
$595,090.00
Estimated Length of Project:
see schedule (Substantial Completion) + (Final Completion)
This project involves site preparation, restoration, and equipment relocation at selected locations across the Commonwealth. Refer to the construction drawings for site-specific upgrades and modifications including site expansion, new generators, new propane tanks, and relocation of existing site components.
Estimated Length of Project:
See Schedule (Substantial Completion) + See Schedule (Final Completion)
This project involves site preparation and restoration, shelter replacement, and equipment relocation at selected locations across the Commonwealth. At most sites, existing fiberglass shelters will be replaced with new concrete pre-cast Fibrebond shelters and all equipment moved from the old to the new shelter. Refer to the construction drawings for site-specific upgrades and modifications including site expansion, new generators, new propane tanks, and relocation of existing site components.
This project replaces roofing on Ashland Community and Technical College’s College Drive Campus Goodpaster Building (built 1994 and 35,300 square feet) and the Technology Drive Campus Phase 1 Building (built 2004 and 42,890 square feet). Roof repair and upgrade needs are extensive. Both buildings’ roofs are nearing or past the typical life cycle for an industrial roof and are beginning to show significant wear and tear that is beyond the ability of local maintenance staff to upkeep.
Project to include new SBS roof type – SBS, High Density Polyiso Cover Board, Polyisocyanurate Roof Insulation – to match existing thickness.
The Work includes removing and replacing existing PVC pool liner at Lodge Pool and Wading Pool at General Butler State Resort Park. Existing pool lights will be deleted prior to new PVC membrane installation. Miscellaneous repairs in the Equipment Room are also included in the scope
Estimated Length of Project:
(Substantial Completion) + 365 Calendar Days (Final Completion)
The site area is approximately 1.4 acres, which has been inundated with slide material from the head of the water shed. Currently more material is at the top of the watershed and will make its way down over time. From downtown Pikeville drive ~3 miles south on Hwy 23 until reaching Paul Davis Drive. Turn right, and drive ~0.25 miles until reaching Kewanee Road. Turn left, travel 0.4 miles until reaching the site on the right. The coordinates: 37°26’26.00″N 82°31’23.33″W
To reach the off-site waste area (~6.0 acres), continue on Paul Davis Drive until reaching the Kentucty Enterprise Industrial Park. The waste area is located on a flat area at coordinates 37°25’39.93″N 82°32’0.25″W
The proposed project (approximately 1.4 acres) consists construction of an earthen embankment. This will protect the roadway and rail line below. This will be paid for under the Earthwork (Catch Basin) bid item. This embankment will serve as a catch basin for slide material that will continue move downward from the upper part of the watershed. An Earthwork (Embankment Benching) is included to over excavate and re-compact material the catch basin will be seated on. An earthwork (Measured) is included remove material from the site, and transport and place it in the designated waste area. A 36″ DWPP pipe with headwalls will allow surface water to drain from the basin, through the embankment and daylight to a roadside ditch. A gravel / excavate rock road will lead to the top of the embankment, to allow the basin to be cleaned during large sliding events. Class III Backfill is included to protect the interior toe of the embankment from erosion. Hoe Ram is setup to excavate bedrock for construction of the basin. Class III bid item is included for a roadside ditch to allow for passage of surface water.
Erosion Control Blanket (ECB) is included to place on graded areas steeper than 3:1 to enhance a promote revegetation effort and limit erosion. A Silt Trap Type A & B is included to prevent erosion material from leaving the site. Silt Fence is included at both the site and waste to prevent erosion material from leave the site.
Site Preparation is setup at both the site and waste area to allow for proper earthwork excavation and placement. Seedbed Prep, Ag Lime, Fertilizer, & Seed is setup for revegetation of the waste area. Hydromulching & Hydroseeding is setup for revegetation of the site area, where the steepness and excavated rock area make this a more feasible method of revegetation. Cover Crop is included for reveg efforts during a winter shut down.
A bituminous bid item is setup to repair “in kind” damage to Kewanne Road, by normal reclamation activities. Roadway stone is included to maintain “in kind” gravel road in and out of the waste area.
Utility Relocation bid item is included to address “in kind” any utilities that may be disturbed by normal reclamation activities.
A woven wire fence and 16-foot gate are included as a security measure at the site after work is completed.
The intent of this project is to renovate (2) two existing buildings (580 and 610). The buildings are pre-engineered metal buildings with light-gauge interior framing (II-B). The project will consist of various demolition and updates to better suit the College’s needs such as but not limited to metal stud framing, painting, acoustical ceilings, doors and hardware, and various MEP upgrades.
The Scope of this Project shall include all labor, materials, tools, equipment, and services required to construct and install the complete and operational systems described herein and on the Drawings. The Project includes clearing, demolition, and disposal of all debris from the removal of the indicated Asphalt area & Grass lot. All
earthwork and grading necessary to construct the new concrete walk, concrete paving, asphalt paving, and drainage improvements according to the project plans and specifications. Subgrade preparation, rock base/surface, concrete reinforcement installation, concrete and asphalt placement for the new pavement and
walkway according to the project plan and specifications is to be included. Contractor is responsible for all general and special conditions associated with this project as described in the project plans and specifications.
Sealed Bids will be received electronically only by Louisville and Jefferson County Metropolitan Sewer District, for the construction of City of West Buechel Drainage Improvement Project Contract No. 2023-030, Budget ID No. C23207, until 10:00 a.m., Local Time, Tuesday, May 16, 2023, and will be publicly opened and read at that place and time. The public may attend the bid opening via teleconference call at 502-654-8113 (Dial-in Number) Conference ID: 839 658 813#.
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 provide a new drainage systems throughout the City of West Buechel. 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 $250,000.00 and $300,000.00.
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 two 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 project is for the construction of a new 4,131 s.f. Storage Shed for the Fire Academy of Kentucky in Greenville, KY. The Storage Building’s primary component is to provide storage space for trailers and training aids for National Responder Preparedness Center operations. The primary structure will consist of an open-sided wood pole framed building, approx. 51’ x 81’ in size clad with w/ prefinished metal wall & roof panels. Within this building would be one large open and flexible space that will provide extra covered protection for the user agency’s equipment. The site area is identified on the Site Survey sheet (REF) The area identified for the new building area is located on the northern parcel of the existing property. There is an existing gravel parking lot that extends fully into the new building that shall remain in place. Additional gravel shall be added to the interior of the Storage Shed. No Plumbing, Fire Protection, HVAC or Electrical Services were requested or required for this project.
Project Description:
The project consists of the HVAC equipment replacement at the Central State Hospital campus in Louisville, Kentucky. The cooling tower serving CH-1 in the main hospital will be replaced. The abandoned cooling tower on the roof of the Bingham Building will be removed. Two multi-zone air handlers and associated piping in the
basement of the Bingham Building will be replaced.
Electrical work includes replacing cooling tower control panels, replacing cooling tower power feed, replacing heat trace for the cooling tower, new power feed and VFDs for pumps, new disconnects and power feeds for AHUs.
Project Description:
Project is for the removal of two existing evaporative coolers for heat pump hydronic system that were left abandoned under a previous project.
Plumbing improvements include installation of four new electric water heaters, panelboard and automatic transfer switch and circuits for emergency power. Two new potable hot water recirculation loops will be installed throughout the building and heat trace will be deactivated. Installation of a new emergency water distribution system with self-priming pump will deliver non-potable water to selected janitor mop sinks throughout the building.
Project Description:
The Project Scope consists of exterior improvements and construction at the corner of Morgantown Road and Loop Avenue – the traditional entrance to the campus. The “campus fence” will be extended from the recently completed Gate 1 around to the first entrance of the Fire & Rescue Building. A monument sign structure with mounted, illuminated panel signage will be constructed just inside the fence at the intersection. The existing monument sign at the same location will be demolished.
The project consists of exterior repairs to the community & residential buildings, including roof replacement, siding replacement, soffit replacement, masonry repair, & site repairs.
Replace the existing natural gas regulators, disconnect valves, and piping for five (5) new replacement combination ovens. Modify existing water lines and connect to new ovens. Modify existing drain lines from new ovens to existing open hub drain.
All modifications of existing natural gas, water, and drain lines to be phased to minimize interruption to food service kitchen operation. Food service kitchen to remain operation throughout construction.
23-0508 – Kort Springs Drainage Basin Rehabilitation Pilot Project
23-0508 – Kort Springs Drainage Basin Rehabilitation Pilot Project
INVITATION TO BID
The Louisville and Jefferson County Metropolitan Sewer District is using a web-based portal for accepting bid proposals digitally at: http://louisvillemsd.bonfirehub.com/portal. Proposals must be received by May 8, 2023, no later than 2:00 PM. The bid opening will be held at this time via Teams at link below.
This Project includes a complete replacement of the HVAC controls for Stoner Hall along with the replacement of (4) air handling units with (13) new fan coil units. Project includes related piping, valves, electric, and hydronic specialties. The new Building Automation System shall be able to integrate into the Tridium Niagara Platform.
The work includes interior renovation in Building S. The project includes the following scope:
-Renovation of an existing office and restroom into a new communications room to house data equipment.
-Rewiring of data connections throughout the building back to the new communications room.
-New power/data and gas/plumbing connections for hookups to chiller and boiler equipment for training purposes.
-New electrical service to power equipment.
Project consists of roof replacement with PVC membrane for two stair towers and elevator shaft within a parking structure. Existing Exhaust fans are to be re-painted and electrical re-worked.
Project Description:
The goal of this project is to build an unheated storage building for the Springfield RC. The building will be approximately 42’ by 62’. The building structure will be Pre-Engineered Metal Building with 12’ eave height.
Building manufacturer’s standard siding and roof panels will be used. Two 8’x10’ overhead doors are included.
One prefinished hollow metal frame man door is included. A 10’ wide concrete apron will be provided at the front of the building. All necessary site work is included to provide for adequate drainage and building access.
Minimum required LED lighting fixtures to achieve code required light levels are included. No mechanical HVAC is included.
