RFB-19-18 Construct Records Holding Facility Boone National Guard Center

RFB-19-18 Construct Records Holding Facility Boone National Guard Center

Project Manager Name: Amanda Greer
Phone: (502) 782-8545
Email: Amanda.Greer@ky.gov

Estimate: $829,900.00
Estimated Length of Project: 365 (Substantial Completion) + 30 (Final Completion)

The new Records Holding Facility (RHF) on the Boone National Guard Center (BNGC) is intended to
archive and store records for the National Guard and handle mail operations for the BNGC.
The facility includes administrative areas, a mail operations area, and storage areas. The building site is located near the BNGC rear access control gate, and positioned north of the existing parking lot for the Band Building (Armory 4). The new RHF will share existing parking with the Band Building and be situated south of the secured perimeter fencing for BNGC. The parking area, site, and security fencing will require modifications to accommodate the new building, dedicated visitor parking, and vehicular access for the mail operations functions.

BUILDING CONSTRUCTION: The administrative areas and mail operations area are constructed of light wood framing with masonry veneer and pre-engineered trusses. The storage area is constructed of metal insulated panels over a steel frame with pre-engineered wood trusses. The foundations are shallow spread footings bearing on flowable fill concrete to bedrock. The first floor is constructed of concrete slab on grade.

FINISHES: The storage areas of the new RHF are intended to house and store paper records (file cabinets, shelving, boxes, etc, and is comprised of low maintenance finishes with minimal “aesthetic”
requirements. (i.e. painted gypboard ceiling with pre-finished metal insulated panel and sealed concrete slab-on-grade. The administrative area flooring finishes will include carpet tile, LVT flooring, porcelain tile flooring in the restrooms, and sealed concrete in the utility/mechanical spaces. Wall and ceiling finishes in the administrative areas and mail operations areas will be painted gypboard.

HVAC: The building will be air conditioned by three air to air heat pumps with vertical indoor units with air ducted to spaces and three ductless units with one outdoor unit on a variable refrigerant system. A separate ductless split heat pump will cool the IT Room. Fresh air will be ducted from one end gable. Toilets will be exhausted through the opposite gable.

PLUMBING: Plumbing includes 3 water closets, 3 lavatories, one mop basin, one kitchen sink and one electric water cooler. Water heaters will be electric. Exterior domestic water and sanitary sewers will be piped Frankfort Plant Board mains on the North side of US Highway 60.

ELECTRICAL: The new electrical service will be brought to the building to the electrical room through pad-mount transformer. Two main panelboards will power all building electrical loads. All interior and exterior lighting will be LED type controlled via occupancy sensors. Power receptacles will be provided throughout the building as shown on drawings. The communication service entrance underground conduits will be brought to the communications closet from existing underground handhole. Communications cabling will be wired throughout the offices and other building areas as shown on drawings and terminated at patch panel. The building will be provided with a full fire alarm system.

CIVIL WORK: will include minimal site demolition, site grading, erosion control, storm water drainage, concrete driveway and sidewalks, perimeter fencing modifications and lawn restoration.

Project Location: Frankfort, Kentucky

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RFB-18-18 Re-Advertisement of RFB-230-17 Boone National Guard Center Fitness Center

RFB-18-18 Re-Advertisement of RFB-230-17 Boone National Guard Center Fitness Center

Project Manager Name: Amanda Greer
Phone: (502) 782-8545
Email: Amanda.Greer@ky.gov

Estimate: $938,778.00
Estimated Length of Project: 210 (Substantial Completion) + 30 (Final Completion)

This renovation project is for the AASF Interim Hanger building located at Boone National Guard Center in Frankfort, KY. The building will be renovated to become a fitness center with new men’s and women’s locker rooms, a storage room, mechanical/electrical room, communications closet, and a 2nd level open mezzanine for fitness/exercise activities. The open gym contains areas designated for specific athletic activities such as a 3 ½” raised floor cardio equipment area, CrossFit training area, selectorized equipment area, free weights area, and sprint track. Alterations to the exteriors to include a new infill wall at the existing large operable wall that is to be demolished, and (2) new doors with (12) new windows. New finishes to include artificial turf sprint track (open gym), rubber flooring (open gym and mezzanine), and porcelain tile flooring (locker rooms), painted gypsum wall board, and 3” batt insulation with vinyl facing to be installed in all areas over the existing vinyl faced insulation where exposed to the open gym area. Other improvements include: new LED lighting throughout, new HVAC for the building, and new plumbing in locker room areas.

Project Location: Frankfort, Kentucky

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Kinloch Road Drainage Improvement Project

Kinloch Road Drainage Improvement Project

Description and location of Project: This unit based construction order is for the drainage pipe and paved ditch installation along Kinloch Road and Beechwood Road in Metro Council District 7.

Project Location: Louisville, Kentucky

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RFB 23-18 DOC – Various Institutions DOC Building Repairs/Renovations

RFB 23-18 DOC – Various Institutions DOC Building Repairs/Renovations

Project Manager Name: David
Guffey
Phone: (502) 782-0353
Email: David.Guffey@ky.gov

Estimate:$328,572.00

Estimated Length of Project:
120 (Substantial Completion) + 30 (Final Completion)
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The project includes HVAC and electrical systems additions and modifications for renovation of four of the five vocational shop areas within the secure area of Luther Luckett Correctional Complex, Building 4. Total renovated area is approximately 10,000 sq ft. HVAC improvements include adding welding exhaust system, vehicle exhaust system, general exhaust systems, and exhaust for a relocated paint booth. In addition, makeup air is to be provided for these exhaust systems via four propane-fired makeup air units, suspended from the roof inside each shop. The HVAC systems for the welding and vehicle exhaust and associated makeup air systems are variable air volume. Electrical improvements include reworking existing power in each of four shops to accommodate the new uses, extending a 400A/480V feeder from existing entrance gear to a new transformer and power panel in the welding shop, and miscellaneous lighting in the shops.

Project Location: LaGrange, KY

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Eldorado Avenue Drainage Improvement Project

Eldorado Avenue Drainage Improvement Project

Description and location of Project: This unit based construction order for the 12-inch pipe and 18″ x 18″ yard drain installation along Eldorado Avenue in metro council District 10.

Project Location: Louisville, Kentucky

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RFB 24-18 Parks – Gen Butler SRP Dam Emergency Spillway Replacement

RFB 24-18 Parks – Gen Butler SRP Dam Emergency Spillway Replacement

Project Manager Name: Frank Phillips
Phone: (502) 782-0331
Email:
frank.phillips@ky.gov

Estimate:
$284,710.00
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Estimated Length of Project:120 (Substantial Completion) + 30 (Final Completion)

The Commonwealth of Kentucky, Division of Engineering and Contract Administration (DECA) and the Department of Parks (Parks) is planning to replace the emergency spillway and raise the inlet of the principal spillway for the General Butler State Park Dam.

The concrete emergency spillway was constructed in 1939 by the Civilian Conservation Corps and is in an advanced state of structural distress. The principal spillway for the dam was replaced in 2014 and the new inlet elevation has lowered the previous normal pool elevation of the lake by approximately 1.5 feet. The inlet raise will return the pool elevation of the lake to previous levels. A new impact basin will replace the existing headwall for the principal spillway outlet for erosion control.

The proposed emergency spillway replacement will consist of demolition of the existing 10 foot by 3 foot reinforced concrete box culvert, concrete drop structure, three (3) 48-inch CMP’s and concrete headwall. The new emergency spillway will be a reinforced concrete structure consisting of a 12 foot by 4 foot box culvert through the embankment, discharging to a chute spillway and stilling basin on the downstream side of the embankment. The overall length of the new emergency spillway structure is 133 feet. The stilling basin will discharge to a riprap channel.

In conjunction with demolition of the emergency spillway, the CCC inscription on the culvert headwall on the upstream side of the dam shall be removed intact by saw cutting and the resultant slab preserved for display. The Contractor shall submit a plan prior to demolition, approved by the Design Team and General Butler personnel, for preservation of the concrete slab. The plan shall also include design of a pedestal to support the slab.

The principal spillway structure inlet will be raised approximately 1.4 feet by addition of a precast or cast-in-place concrete collar to the existing structure. Raising the inlet will also require raising the existing catwalk and either replacing or extending the slide gate controls, the Contractor shall submit a plan for approval to accomplish this work. The existing principal outlet headwall will be demolished and replaced with a new impact basin discharging to a riprap channel.

Construction of the new emergency spillway will require a substantial excavation of the embankment and existing roadway. The entire length of the embankment will be receive new asphalt pavement consisting full depth replacement over the excavation area and overlays elsewhere.

The project requires removal and replacement of an existing wooden walkway located on the upstream side of the dam near the east abutment. The Contractor will be responsible for restoring the walkway to its current condition utilizing either salvaged existing or new materials. Any deviation from the current configuration will require prior approval by the Design Team and General Butler State Park personnel.

All slopes shall be regraded and disturbed areas will be seeded and mulched. Open areas of the new structures will receive fencing as shown on the Construction Drawings.

Project Location: Carroll County

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Lewis County Sanitation District No. 1 – Parking Lot Improvements

Lewis County Sanitation District No. 1 – Parking Lot Improvements

PROJECT DESCRIPTION:
The project includes but is not limited to the following:

PARKING LOT IMPROVEMENTS
 a) 850 S.Y. Grading and Gravel
 b) 850 S.Y. 3″ Base Asphalt

Project Location: Tollesboro, Kentucky

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Design Services for the Renovation of Fire Headquarters – IFB 180017

Design Services for the Renovation of Fire Headquarters – IFB 180017

PROJECT DESCRIPTION:
Louisville Fire is looking for an Architectural firm to do a master plan for the renovation of Fire Headquarters at 1135 West Jefferson and Engine 2 / Truck 1 at 1137 West Jefferson.

Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.

Project Location: Louisville, Kentucky

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RFB-82-17 Big Sandy CTC Technology Center

RFB-82-17 Big Sandy CTC Technology Center

Project Manager Name: Paul Cable
Phone: (502) 782-0324
Email: Paul.Cable@ky.gov

Estimate:$3,620,752.00

Estimated Length of Project: 330 (Substantial Completion) + 30 (Final Completion)

TBig Sandy Community and Technical College (BSCTC) is one of the many colleges making up the Kentucky Community and Technical College System (KCTCS). BSCTC has 4 campus serving several counties in eastern Kentucky. The new Advanced Technology Center (ATC) will be located on the Pikeville Campus of BSCTC.The ATC is funded by a federal grant to house a training program for fiber-optics and broadband technology. Once complete this building will not only be the first Broadband Technology program in the KCTCS System, but one of three in the United States. This facility will be a regional training program serving the eastern United States and beyond. This 15,000 GSF, two-story building will be constructed on deep foundations and grade beams and will be a steel framed structure. Exterior building materials will include masonry, metal panels and glazing. The roof will be a two-ply SBS. Interior finishes will consist primarily of painted gypsum board, resilient tile, carpet, acoustical ceiling tile and limited ceramic tile. The entire building will be 100% covered with a wet type system. The HVAC system will be consist of rooftop packaged gas/DX units with VAV boxes and an energy recovery ventilator. A new 277/480 volt three phase power supply will be provided to the building. All lighting will be LED with occupancy controls.

Project Location: Pikeville

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City of Nicholasville – East Nicholasville Bypass Section 2 Utility Relocations

City of Nicholasville – East Nicholasville Bypass Section 2 Utility Relocations

PROJECT DESCRIPTION:
The project consists of the installation of approximately 8,600 linear feet of 8-inch to 12-inch
water lines, approximately 2,000 linear feet of 8-inch sanitary sewers, and related
appurtenances.

Project Location: Nicholasville, Kentucky

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4003 Sirate Lane Drainage Improvement Project

4003 Sirate Lane Drainage Improvement Project

Description and location of Project: This unit based construction order is for the 1′ paved ditch installation along the rear easement behind 4001 to 4015 Sirate Lane in Metro Council District 24.

Project Location: Louisville, Kentucky

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Hopkinsville Water Environment Authority – Crofton Tank Rehabilitation Project

Hopkinsville Water Environment Authority – Crofton Tank Rehabilitation Project

PROJECT DESCRIPTION:
100,000 gallon elevated water storage tank: Complete removal of existing coating
system and recoat. Replace wet riser with a new wet riser. Replace existing ladder
with new ladder/cage. Installation of mixing system. Installation of a level sensor. Installation of a security fence.

Project Location: Hopkinsville, Kentucky

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Muhlenberg County Library Renovation & Addition BP1 REBID

Muhlenberg County Library Renovation & Addition BP1 REBID

REBID of Bid Package #1 – General Trades Package ONLY.

PROJECT DESCRIPTION:
Furnish all labor and materials to complete the
MUHLENBERG COUNTY PUBLIC LIBRARIES

The following bids are requested:

1 General Trades

Project Location: Greenville, Kentucky

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Louisville Metro Zoo – Islands Window Frames – IFB 180019

Louisville Metro Zoo – Islands Window Frames – IFB 180019

PROJECT DESCRIPTION:
Louisville Metro Government is currently accepting bids for Islands Window Frames per the
attached specifications. The selected firm will either repair the existing metal window frames
or shall install new 316 stain steel or A36 Carbon Steel Frames.

Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.

Project Location: Louisville, Kentucky

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South 43rd Street Alley Drainage Improvement Project

South 43rd Street Alley Drainage Improvement Project

Description and location of Project: This unit based construction order is for the 12-inch pipe and drain system installed along the rear alley behind South 43rd Street in Metro Council District 5.

Project Location: Louisville, Kentucky

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10608 Hite Creek Road Drainage Improvement Project

10608 Hite Creek Road Drainage Improvement Project

Description and location of Project: This unit based construction order if for a 1′ paved “v “ditch installation along the rear easement behind Hite Creek Road, in Metro Council District 17.

Project Location: Louisville, Kentucky

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Scott County Schools – Great Crossing High School

Scott County Schools – Great Crossing High School

PROJECT DESCRIPTION:
The furnishing of all labor, materials, equipment and services for the Great Crossing High School.

Project Location: Georgetown, KY

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RFB-15-18 JCTC Carrollton Campus Maintenance Building

RFB-15-18 JCTC Carrollton Campus Maintenance Building

Project Manager Name: Anne Saint-Aignan
Phone: (502) 782-0337
Email:anne.saintaignan@ky.gov

Estimate: $153,532.00
Estimated Length of Project: 90 (Substantial Completion) + 30 (Final Completion)

The Jefferson Community & Technical College-Carrollton Campus-Storage Building
project consists of a conventional Pre-Engineered Metal Building. The building is a
1200sf one story PEMB Storage Building. The construction is that of concrete spread
footings with a turn-down slab, metal panel wall and roof over a PEMB frame system.
All metal wall panels, metal roof panels, one hollow metal door and frame are all to be
supplied by the PEMB manufacturer. Insulation will be an MBI Safety Liner system.
This is new building on a newly completed campus. Site development for the project
will include some minor site clearing and erosion control, grading for the proposed
building pad, heavy duty concrete pavement and seed and sod work. Mechanical and
electrical scopes of work related to the construction of a 1,200-square foot Pre-
Fabricated Metal Storage Building located on the JCTC Carrollton Campus include
electric unit heaters are provided for mechanical winter heating. Unit heaters are
controlled by stand-alone thermostats. Electrical services including electrical service
originating from the existing building, lighting and power outlets. Electrical also
includes connections to all mechanical equipment. There will be no plumbing or fire
sprinkler protection supply to this building. Fire protection will be provided via Fire
Extinguishers.

Project Location: Carrollton

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SC-11-18 Glen Beverly AML Small Coal Operator Set Aside

SC-11-18 Glen Beverly AML Small Coal Operator Set Aside

Estimate:
$225,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)

The Glen Beverly Reclamation Project consists of two sites totaling approximately 1.2 acres of
disturbance, and includes the reclamation of a landslide threatening the Beverly residential driveway and
detached garage, the installation of bat-friendly wildlife-accessible closures at two abandoned
underground mine portals, the permanent closure of three internally collapsed underground mine portals,
and the installation of drainage structures in order to control any mine-related drainage that may lubricate
the unstable slope near the Beverly residence.
At the Beverly Site, the landslide will be stabilized by means of construction of a Type-II
modular block wall along the portion of upslope edge of the residential driveway that lies below the
detached garage. Heavy stone backfill will be placed behind the wall in order to provide ballast for the
further stabilization of the slope. A combination of swale ditches lined with concrete block tied-mat,
ditch cut into rock, rectangular concrete ditch and culverts will carry drainage from the two mine portals
above the Beverly residence to the stream draining the hollow. A drop-box into the drainage culvert will
be placed in the roadside ditch, and will prevent the project from disrupting the current drainage pattern at
that elevation. The two completely collapsed abandoned mine portals will be reopened, and permanently
sealed with non-wildlife accessible portal closures. All excess earth resulting from excavation for
drainage controls and construction of the retaining wall will be placed in a waste earth fill area, located
just southeast of the site, on the opposite side of Cave Fork. Extra culvert and headwalls are included for use in the event that existing structures are damaged by construction-related traffic.
At the Rental Site, two abandoned mine portals will be closed with bat-friendly wildlife
accessible portal closures. One internally collapsed mine portal will be closed with a non-wildlife
accessible portal closure.
Some disturbance of trees measuring over 3” diameter at breast-height (dbh) is likely to occur at
the Rental Site during efforts to construct access to the three mine portals to be addressed at that location.
The only disturbance of wildlife-accessible mine entries will be the transient disturbance associated with
installation of bat-friendly portal closures. Except for those portions of the project located within
residential yards, all areas disturbed by the project will be revegetated using the AML standard General
Reclamation Mixture seed mix. Residential lawn areas will be revegetated using a mixture consisting of
three parts turf type fescue (other than KY 31) and one part perennial ryegrass, as per the standard AML
Technical Specifications for Residential Seeding.

Project Location: Johnson County

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Lexington & Payne CSO Interceptor

Lexington & Payne CSO Interceptor

Please note: Addendum 2 has changed the Bid Date!

Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of Lexington & Payne CSO Interceptor Contract No. 15813, Budget ID No. H09141, Drawing Record No. 15813, Sheet No. 1 – 97, will be received at the office of MSD until 1:30 PM, Local Time, Tuesday September 5, 2017, and will be publicly opened and read at that place and time.

Description and location of Project: Installation of 307 linear feet of 36-inch sewer, 136 linear feet of 84-inch sewer, 2,228 linear feet of 96-inch and 1,668 linear feet of 102-inch; six (6) junction structures; seven (7) control and diversion structures; one (1) vehicle access ramp; erosion prevention and sediment control; channel and pavement restoration; and electrical utility services. The general project alignment is within and along Beargrass Creek from north of East Broadway to East Main Street.

All work shall be done in accordance to MSD’s Standard Specifications.

There will be non-mandatory pre-bid meeting held for this project. The non-mandatory pre-bid meeting will be held at the Main Office Building, 700 West Liberty Street at 1:30 P.M. Local Time, Thursday August 3, 2017. A site visit will be held immediately following the pre-bid meeting.

The Engineer’s Construction Cost Estimate for this project is between $ 20,000,000.00 to $ 30,000,000.00.

The bid documents will be available on, Monday July 24, 2017, 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 Jacob L. Mathis, P.E. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Jacob Mathis E-mail: jacob.mathis@louisvillemsd.org. Questions received less than ten 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, Angela Akridge, P.E.




IF THE ENGINEER’S CONSTRUCTION COST ESTIMATE IS $50,000 OR MORE, the Minority Business Enterprise and Woman Business Enterprise (MBE/WBE) participation goals shall be applicable to all contracts and comply with MSD’s Interim Supplier Diversity Policy and Guidelines (Interim Policy). The Interim Policy is considered as one of the elements of responsiveness in a bid. Bidders must subcontract at least 15.0% of the total amount of the Contract Bid price to a certified MBE and 6.0% to a certified WBE, or if the Contractor is unable to meet the goals, must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the Interim Policy. – (see MSD Construction Related MBE/WBE Documents and Forms at http://www.msdlouky.org/insidemsd/diverse ). Each bidder is responsible for careful review of the Interim Policy requirements contained in the bid documents. Failure to comply with the Interim Policy may be grounds for rejection of the bid as non-responsive.

All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Jacob L. Mathis, P.E.

MSD Interim Supplier Diversity Policy and Guidelines for this project is as follows:

15% MBE and 6% WBE participation is required for this project.

LOCAL LABOR PREFERENCE: 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

Angela Akridge, P.E.
Chief Engineer

Rene’ Thomas
Director of Procurement & Supplier Diversity
MSD Procurement Department

Project Location: Louisville, Kentucky

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Construction of a New Sallyport Roof at Youth Detention Services – IFB 180005

Construction of a New Sallyport Roof at Youth Detention Services – IFB 180005

PROJECT DESCRIPTION:
Construction of a New Sallyport Roof at Youth Detention Services

Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.

Project Location: Louisville, Kentucky

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RFB-16-18 KYTC – Salt Structure Menifee County

RFB-16-18 KYTC – Salt Structure Menifee County

Project Manager Name: Joseph
Sandman
Phone: (502) 782-0329
Email:Joseph.Sandman@ky.gov

$163,155.00

Estimated Length of Project:
60 (Substantial Completion) + 15 (Final Completion)

This project is for the construction of a 60’-3″ long x 60-0″ wide x 10’ high, reinforced concrete walls & footer to be used for the bulk storage of roadway deicing salt. Shallow, reinforced concrete spread footings will be used. The Contractor shall perform all excavation necessary for the footing. No bid item is provided for the excavation and shall be considered incidental to other items.
Walls will be ten (10) feet high x twelve (12) inches thick and will be constructed on the footing and will support a pre-engineered, membrane covered (roof) structure (PMCS). The roof structure is to be furnished and installed separately by Bulk Storage, Inc., per their current Master Agreement upon completion of the footing and walls under this contract. The (PMCS) is not a part of this Scope of Work.

Project Location: Menifee Co

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Winchester Municipal Utilities – Lower Howards Creek Water Treatment Plant

Winchester Municipal Utilities – Lower Howards Creek Water Treatment Plant

Please Note: Addendum 1 has changed the PreBid and Bid Dates

PROJECT DESCRIPTION:
The work to be bid is described as follows:
CONTRACT 587-15-C-13 (81)
Construction of a new water 9.0 mgd treatment plant.

Project Location: Winchester, Kentucky

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Sprinkler System Design and Installation – Fire Department – IFB 180007

Sprinkler System Design and Installation – Fire Department – IFB 180007

PROJECT DESCRIPTION:
Design and installation of a sprinkler system at Engine 22 / Truck 4 located at 3228 River Park Drive.

Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.

Project Location: Louisville, Kentucky

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Housing Authority of Georgetown – Modernization Project

Housing Authority of Georgetown – Modernization Project

Addendum 02 has rebid the project.

PROJECT DESCRIPTION:
The project consists of:
Handrails, Paving, Siding, Soffit & Gutters

Project Location: Georgetown, Kentucky

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