Uncategorized

RFB-167-19 Steve Combs Slide Phase I AML

RFB-167-19 Steve Combs Slide Phase I AML

Estimate:
$215,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)

The proposed project consists of a potential disturbance of up to approximately 4.8 acres,
and includes the following reclamation actions:
– Complete excavation of a landslide mass located upslope of and threatens Church
Avenue and the Combs residence.
– Installation of combination rock ditch/subdrains both along the abandoned mine bench
located immediately upslope of the head of the landslide and along the upslope edge of
Church Avenue. The subdrain portion of the combination ditch/drain located along
Church Avenue will be incised a minimum of 1’ into rock in order to maximize
effectiveness.
-Construction of armored (Class II stone and concrete block tied-mat) ditches to carry the
water collected by the combination ditch/drains to an existing natural drainway.
– Installation of a bat-friendly wildlife-accessible portal closure in an abandoned
underground mine opening located on the above-mentioned mine bench.
-Three monuments will be installed immediately downslope from the Combs residence in
order to allow for monitoring of the area for any continued movement following
construction of this project.
– Excess earthen material excavated from the project site will be transported to a nearby
off-site fill area (a portion of a Title-V coal processing/loadout facility in reclamation),
where the material will be spread in a 2’ deep layer and revegetated.
The proposed reclamation actions will not disturb any streams, and implementation of
AML Standard Sediment and Erosion Control Best Management Practices (BMPs) will prevent
the intrusion of sediments disturbed by project-related activities into area streams. All areas will
be revegetated as quickly as possible following completion of disturbance, and cover crop will
be used on any area to remain undisturbed for more than two weeks. Other than the transient disturbances associated with installation of the portal closure, the project will not result in the
disturbance of any cave-like habitats. The disturbance of some trees measuring over 3″ diameter
at breast-height (dbh) is probable as a result of construction of the reinforced ditches, but will be
minimized as much as possible. Outside of residential lawn areas, revegetation will be
completed by means of the AML Standard Reclamation Seed Mixture. Lawn areas will be
seeded with the AML Standard Residential Seed Mixture. Hydromulching and Hydroseeding
are included for revegetation of applicable portions of the excavated landslide area. The
monitoring monuments installed immediately downslope of the residence will be the targets of
high-precision surveying and, along with monitoring of conditions within the Combs residence,
their locations will be monitored with high precision in order to determine whether ground
movement impacting the residence continues following the project. If mine-related instability
continues to impact the Combs residence following this project, a second phase of reclamation
may be necessary in order to protect the residence.

Project Location: Perry

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LFUCG – Renovation of Thompson Road Park – 6-2019

LFUCG – Renovation of Thompson Road Park – 6-2019

Please Note: Addendum 01 has changed the PreBid Date

Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Renovation of
Thompson Road Park, Lexington-Fayette County, Kentucky.

Project Location: Lexington, Kentucky

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19-05 / Northwest Jefferson County Area Lead Service Renewals

19-05 / Northwest Jefferson County Area Lead Service Renewals

Louisville Water Company is requesting Bids for renewal of lead services on 7th Street, 11th Street, 16th Street, 17th Street, 18th Street, 24th Street, 26th Street, 27th Street, 28th Street, 29th Street, 30th Street, 31st Street, 32nd Street, 33rd Street, 34th Street, 35th Street, 36th Street, 37th Street, 39th Street, 40th Street, 41st Street, 42nd Street, 43rd Street, 44th Street, 45th Street, 47th Street, Baird Street, Bank Street, Broadway, Cedar Grove Court, Cedar Grove Terrace, Crop Street, Dearborn Avenue, Dumesnil Street, Duncan Street, Elliott Avenue, Garland Avenue, Gilligan Street, Greenwood Avenue, Griffiths Avenue, Hale Avenue, Hecks Lane, Herman Street, Kentucky Street, Larkwood Avenue, Lytle Street, Main Street, Market Street, Muhammad Ali Blvd, Northwestern Pkwy, Owen Street, Pflanz Avenue, Rowan Street, Rudd Avenue, Slevin Street, Varble Avenue and Washington Street. Design information indicates a total of 192 customer service renewals, 14 customer service discontinues and 178 meter exchanges.

Project Location: Louisville, Kentucky

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Sevier County Board of Education – Gatlinburg Pittman Senior Academy

Sevier County Board of Education – Gatlinburg Pittman Senior Academy

The Sevier County Board of Education will receive sealed bids for each Bid Package listed for the new
Gatlinburg Pittman Senior Academy.

Project Location: Sevierville, Tennessee

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CCK-2381-19 Memorial Hall/Law Expansion and Renovation Civil Site Infrastructure – 2444.0

CCK-2381-19 Memorial Hall/Law Expansion and Renovation Civil Site Infrastructure – 2444.0

Memorial Hall/Law Expansion & Renovation – Civil Site Infrastructure (UK College of
Law) consists of concrete, site development, and masonry work necessary to renovate
the site in front of Memorial Hall and the College of Law.

Project Location: Lexington, Kentucky

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UK-1921-19 Poultry Research Facility Relocation – 2505.0

UK-1921-19 Poultry Research Facility Relocation – 2505.0

Please Note: Post Bid Addendum 01 has advised the date for Phase 2 Interviews

Interviews are scheduled at the University of Kentucky Campus with the Phase 2 Finalists on Friday, February 22, 2019. Interviews will take place in room # 226 of the Peterson Service Building at the University of Kentucky.

CM Services for the Project – Poultry
Research Facilities Relocation

Project Location: Lexington, Kentucky

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Berea Municipal Utilities – Wastewater Treatment Plant Generator

Berea Municipal Utilities – Wastewater Treatment Plant Generator

The project scope includes the construction/installation of a 600 KW generator, automatic
transfer switch, conduits, and associated wiring and hardware at the existing Wastewater
Treatment Plant.

Project Location: Berea, Kentucky

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CCK-2377-19 Enoch Grehan Journalism Building BP4 Site Improvements – 2446.2

CCK-2377-19 Enoch Grehan Journalism Building BP4 Site Improvements – 2446.2

Bid Package consists of the Site work for the renovation and addition to the existing Enoch Grehan Building.
Will consist of: concrete entrance walkway, landscape plantings, sodding, brick veneer retaining wall with guardrail, concrete header curbs, decorative concrete pavers, storm drainage, pedestrian lighting, precast concrete benches, site furnishings installations, steel railings, and construction associated pavement patching.

Project Location: Lexington, Kentucky

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RFB-169-19 KCTCS – Surveillance Cameras West KY CTC

RFB-169-19 KCTCS – Surveillance Cameras West KY CTC

Project Manager Name: Brian Cottongim
Phone: (502) 782-0317
Email:
Brian.Cottongim@ky.gov


Estimate:
$ 70,000.00
Estimated Length of Project:
49 (Substantial Completion) + 30 (Final Completion)

This project will generally upgrade and expand the West Kentucky Community and Technical College Campus CCTV System. The work will take place at four locations (Main Campus, Paducah School of Art and Design Campus, Skilled Craft Training Center, and Purchase Training Center). Specifically, the work consists of replacing approximately 111 existing CCTV cameras and installing 40 (Alternate 1 is for 2 additional) new CCTV camera locations. The 40 (42) new camera locations will require the installation of pathways and cabling to the nearest Communications Closet. The salvaged cameras shall be turned over to the Owner and the Owner will furnish 151 (153) new IP cameras. The work consists of the following: removal/salvage of cameras (both indoors and outdoors); installation of mounts; installation of pathways and cabling for new camera locations (both indoors and outdoors); receipt and installation of new cameras (per manufacturer’s requirements); furnish/installation of one 24 port patch panel at Clemens Student Center Communication Closet (all remaining Communication Closets have capacity for the required drops); line testing/certification of all new cabling; labeling all cabling and cameras for easy identification; and assisting the Owner in commissioning (primarily aiming and troubleshooting) all cameras. The Owner will furnish cameras and will receive and install all recorder hardware and will be responsible for software setup of the new CCTV System. The trades involved include but are not limited to: electrical and communications.

Project Location: Paducah

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Hardin County Water District No. 2 – Battle Training Road Pump Station – Engineering RFP

Hardin County Water District No. 2 – Battle Training Road Pump Station – Engineering RFP

Hardin County Water District No. 2 (the “District”) requests a Statement of Qualifications (SOQ) from consulting engineering firms interested in being selected to perform certain engineering pre-design, design, and construction engineering services for the District’s proposed Battle Training Road Pump Station project.

Scope:

The Project will consist of a large pumping station located at the 6000 block of Battle Training Road, Lot 2B of PVA map #241-00-00-013. The District already owns this property.

The pump station will be designed to have 10 million gallons per day pumping capacity though the 24” ductile iron transmission main already located on Battle Training Road. Generally, the pump station is at an elevation of 700 feet MSL and will deliver water to District tanks with an overflow elevation of 1040 feet MSL. The suction side of the pump station has a pressure range of 140 psi to 160 psi at current flow rates of 1 to 2 MGD.

This pump station will also include backup power generation, vehicle access drive, and security fencing.

The successful completion of the Project will enable the District to meet its future water supply needs as the District’s service area of Hardin, LaRue, and Hart counties continues to grow. This project will also become a vital part of the District’s future plans to assist other regional water utilities with their water supply needs as they continue to grow.

Project Location: Elizabethtown, Kentucky

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19-07 / Eastern Parkway 48-Inch Transmission Main Rehabilitation Phase 3

19-07 / Eastern Parkway 48-Inch Transmission Main Rehabilitation Phase 3

Louisville Water Company is requesting Bids for The Eastern Parkway 48-inch transmission main extends from the Crescent Hill Water Treatment Plant, down Stilz Avenue, to Lexington Road, to Grinstead Drive, to Cherokee Parkway, to Willow Avenue, to Eastern Parkway, to Third Street and ends at the intersection of Third Street and Winkler Avenue for a total length of 33,400 feet. This main was installed in the 1920’s and is composed of cast iron pipe with leadite joints. Most of the main (excluding this Phase 3) was cleaned and cement lined in the 1980’s and has weko-seals installed in some joints. In recent years Louisville Water has experienced a series of failures of this main and as a result we have initiated a project to rehabilitate this main in a phased approach. Phase 1 which included the rehabilitation of 11,225 LF was completed in April 2017. Phase 2A which included the rehabilitation of 9,135 LF was completed in April 2018. Phase 2B which included the rehabilitation of 4,800 LF will be completed in April 2019. The Bid (Phase 3- starts in the park along Grinstead Drive, heads east along Lexington Road then north along Stiltz Avenue to Crescent Hill Filter Plant) includes the rehabilitation of the existing 48-inch cast iron (7,900 lf) and pre-stressed concrete cylinder pipe (750 lf) by sliplining and open trench installation methods. The new pipeline installation includes: sliplining 8,000 +/- lineal feet of 42-inch OD welded steel pipe and open cut 695+/- lineal feet of 42-inch OD welded steel pipe along the existing route and appurtenances. Also included in this project is 250+/- lineal feet of ductile iron pipe sizes 6-inch through 24-inch for open cut tie-in connections to the existing 24” water main, drain assembly connections, disconnection of distribution mains from the existing 48” water main and re-connecting the distribution mains to the existing 24” water main.

Project Location: Louisville, Kentucky

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Linwood Re-Scope Mitigation Demolition Project

Linwood Re-Scope Mitigation Demolition Project

Description and location of Project: This unit based construction order for demolition and proper disposal of all primary and secondary structures, trash, rubbish, basement walls, slabs, foundations, sidewalks, steps, driveways, and all other hardscape improvements from the specified parcel as the parcels become available.

Project Location: Louisville, Kentucky

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McIntyre Hall Stabilization

McIntyre Hall Stabilization

Please Note: Addendum 02 has changed the Bid Date and added a PreBid Meeting!

Limited scope shell stabilization of an historic structure on the campus of Mustard Seed
Hill in Millersburg Kentucky. The renovation scope shall include, selective demolition,
foundation replacement, wood framing, masonry veneer, insulation, wondow
reconditioning , and painting.

Project Location: Millersburg, Kentucky

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Henry County Judicial Center Phase 2 REBID

Henry County Judicial Center Phase 2 REBID

The following bid packages will rebid on 2/21/2019:



Bid Package 3-Landscaping


Bid Package 4-Hollow Core Planks


Bid Package 10-Casework & Trim


Bid Package 11-Roofing


Bid Package 12-Joint Sealants & Waterproofing


Bid Package 18-Ceramic Tile





The work includes: Addition and Renovation on existing Henry County Courthouse. The Henry County Fiscal Court has retained the services of Wehr Constructors, Inc., who will serve as the Construction Manager.


All questions related to the Bidding Documents shall be addressed by email on or before Noon January 30, 2019 to:

• Jeff Boyer, Senior Project Manager (jeff@wehrconstructors.com)

• Brandon Boyer, Project Manager (bboyer@wehrconstructors.com)

• Elise Costelle, (elise@wehrconstructors.com)

Click Here for the Henry County Judicial Center Phase 2 Schedule

Project Location: New Castle, Kentucky

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City of Hopkinsville – 2019 Howell Street Drainage Improvements

City of Hopkinsville – 2019 Howell Street Drainage Improvements

Please Note: Addendum 01 has changed the Bid Date

The work to be bid is described as follows:

CONTRACT 562-121

 All necessary demolition, excavation, labor, materials, and equipment for
construction of 0.4 acres of detention basin regrading and structures

Project Location: Hopkinsville, Kentucky

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LFUCG – Wolf Run Trunk B and Trunk C Wastewater System Improvements – 175-2018

LFUCG – Wolf Run Trunk B and Trunk C Wastewater System Improvements – 175-2018

The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the Wolf Run Trunk B and Trunk C project. Construction includes approximately
8,100 LF of gravity sewers ranging in size from 42″ diameter to 6″ diameter, tunneling for 42″ and
36″ diameter sewers, 60 ea. manholes ranging in size from 4′ diameter to 8′ diameter, bypass
pumping, clearing & grubbing, pavement repairs, sidewalk and curb repairs, fencing, 9 ea. creek
crossings, connections to existing sewers (4″ – 30″), CCTV inspection of new sewers, erosion and
sediment control, traffic maintenance and control, landscaping and restoration, and all necessary
fittings, appurtenances, and miscellaneous improvements to complete the project.

Project Location: Lexington, Kentucky

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Louisville Metro Housing Authority – Emergency Generator at Temple Spears – 1483

Louisville Metro Housing Authority – Emergency Generator at Temple Spears – 1483

The Louisville Metro Housing Authority of Louisville, Kentucky, will receive sealed bids, in triplicate,
for the contract work entitled:

EMERGENCY GENERATOR AT TEMPLE SPEARS
PROPOSAL #1483

Project Location: Louisville, Kentucky

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19-06 / 14009 Fairway Lane Water Main Relocation Project

19-06 / 14009 Fairway Lane Water Main Relocation Project

Questions: Terri Conner

Louisville Water Company is requesting Bids for the installation of 135 +/- linear feet of 12-inch DR-18 C900 PVC water main (using traditional trench installation techniques) and appurtenances.

Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid opening date. All questions and inquiries must be sent to the Buyer, Terri Conner, email at tconner@lwcky.com.

The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $100,001 – $250,000. If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a Bid Bond is required. For this Contract, a Bid Bond is not required.

Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in the 4” – 16” PVC Water Mains Category. For information about pre-qualification, contact the Buyer listed above.

Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com.

Click Here for the List of Prequalified Bidders

Project Location: Louisville, Kentucky

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18-131 / Highway 1793 Tank & Goshen Booster Pump Station Demolition

18-131 / Highway 1793 Tank & Goshen Booster Pump Station Demolition

Louisville Water Company is requesting Bids for labor, rigging, tools, equipment, and materials to dismantle and demolish 750,000-gallon, ground-supported, welded steel water storage tank; Demolish masonry veneer booster pumping station including all mechanical, electrical, and process accessories; Demolish perimeter fencing, vaults, tanks, emergency generator, miscellaneous appurtenances and accessories; Legally dispose of all demolished items; Restore site.

Project Location: Louisville, Kentucky

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RFB-168-19 Billy Ratliff and Jonathan Hensley AML

RFB-168-19 Billy Ratliff and Jonathan Hensley AML

Please Note: Addendum 01 has changed the PreBid and Bid Dates

Estimate:
$123,000.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)

The proposed Billy Ratliff & Jonathan Hensley AML Reclamation Project, approximately 17.9 acres total, consists of the stabilization a landslide and the installation of drainage controls behind the Billy Ratliff & Jonathan Hensley residences, west of Pikeville in Pike County. The sites are located in the Pikeville Quadrangle. The Billy Ratliff site is at 37° 28′ 20.541″ N, 82° 33′ 32.135″ W, Jonathan Hensley site at 37° 28′ 58.78″ N, 82° 34′ 6.443″ W, and Waste Area at 37° 29′ 6.865″ N, 82° 33′ 8.884″ W. To reach the all the sites from Pikeville, take US 23 to KY 1384 west. Access the Billy Ratliff site by turning onto KY-3417, go 0.5 miles, then turn right onto Katie St. Go 0.45 miles and turn right onto King Ln and then go and additional 0.45 miles to the work area. Access the Jonathan Hensley site by turning from KY-1384 onto Mulberry Ln and going to the house at the back of the neighborhood. Access the waste area by turning from KY-1384 onto Cecil Rd and going all the way to the end at the waste area.
At the Billy Ratliff site, access from the upper road to the former OSM Emergency Project site. Improve the existing trails down to the work area, a large slip area. Stabilize the slide area by placing cyclopean riprap and Class III backfill. Remove the slide debris from the existing ditchline and regrade the old access road to tilt towards the existing ditch. Windrow trees less than 3′ and brush onsite. No trees over 3′ breast diameter height will be cut.
At the Jonathan Hensley site access from the front yard to around the side of the house. Remove the slide material and backfill with Class II/III rock. Cleanout the existing ditch running around the property. Install a French Drain (see section view) from the upper ditch down to the houseseat level. Construct a combination concrete tied mat ditch over a subdrain along the yard area daylighting the subdrain into the existing grouted ditch. Transport waste materials to the waste area, a reclaimed post-SMCRA mine site.
The project site and waste area have previously been disturbed by coal mining operations, house seat development, utility installation, road construction, and/or landowner activities. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
Construction disturbances will be kept to a minimum with a stringently formulated sediment and erosion control program. Prior to beginning any major earth disturbance (excluding initial site preparation for access only), all silt control measures will be installed. These include silt traps and silt barriers (bales & silt fence) at the project site and the waste area. No trees greater than 3″ diameter at breast height will be cut. No tree clearing is required at the waste area (site and access). All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, residential or wildlife seed, and mulch, as necessary. Standard measures will be used for dust control and work hours will occur during AML’s standard time frame of 7 am to 7 pm Monday-Friday with shorter hours for “critical” work items.
Access to the site is via county roads, residential driveways and yards, and an existing access road. This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.

Project Location: Pike

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Housing Authority of Floyd County – Modernization

Housing Authority of Floyd County – Modernization

The project consists of:
 Concrete, Roofing, Bathroom Upgrades & Kitchen Upgrades

Project Location: Langley, Kentucky

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Metro Louisville – Zoo Bridge Replacement – 190112

Metro Louisville – Zoo Bridge Replacement – 190112

Louisville Metro Government is currently accepting proposals for a Bridge Replacement at the
Louisville Zoo.

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.

Sealed Proposals must be uploaded,
submitted, and finalized prior to the closing at 01/25/19 3:00pm. The bid document and drawings
are available on Bonfire and Lynn Imaging, all other forms, documents and attachments are available
on (https://louisvilleky.bonfirehub.com/portal).

Project Location: Louisville, Kentucky

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RFB-165-19 CHFS – GSNF Domestic Hot Water Loop Modifications

RFB-165-19 CHFS – GSNF Domestic Hot Water Loop Modifications

Project Manager Name: Scott Baker
Phone: (502) 564-5850
Email: scott.baker2@ky.gov


Estimate:
$ 42,000.00
Estimated Length of Project:
60 (Substantial Completion) + 30 (Final Completion)

Replace the existing mixing valves with new electronic mixing valves and repipe the assemble to match the detail. This occurs on 4 mixing valves. There is also some additional piping require in wing.

Project Location: Barren

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RFB-164-19 KYTC – Woodford County Rest Area West Upgrades and Repairs

RFB-164-19 KYTC – Woodford County Rest Area West Upgrades and Repairs

Project Manager Name: Ron Harris
Phone:
(502) 782-0321
Email:
RonL.Harris@ky.gov


Estimate:
$384,437.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)

The Work includes a substantial interior and exterior renovation of the Restroom Building and Vending Building at the Woodford County Rest Area located at I-64 West Bound, Mile Marker 60.2, Woodford Co., Kentucky. All plumbing fixtures will be removed and replaced, including exposed fixture piping to the existing walls. Water closet carriers will be replaced which will include limited cutting and patching of the existing concrete slab in the mechanical chase. Existing ceramic wall and floor tile will be removed and replaced. Floor in Break Area, Chase, and Mechanical Area will receive new slip resistant epoxy coating. Floor of covered area of Vending Building will also receive slip resistant epoxy coating. Existing terrazzo floor and base in lobby and side entry vestibule’s will remain, protect from damage. Interior and exterior light fixtures (including site pole lights) will be replaced, existing circuits will typically be reused. HVAC system and rigid duct work will typically be reused, flexible connections and supply/return diffusers/grilles will be replaced. All ceilings will be removed and replaced. Gypsum board ceilings will be replaced with new painted gypsum board. Wood ceiling in lobby and side entry vestibules will be replaced with linear metal ceiling system. Exterior and interior brick masonry veneer will remain, it will be cleaned and protected from other Work. Exterior soffit and fascia will be replaced with new metal soffit and fascia. Roof framing at Restroom Building and Vending Building will be altered to improve the roof line. Existing asphalt shingle roof system will be replaced with new standing seam metal roof system with snow and ice guards (Restroom Building and Vending Building). Aluminum framed storefront system will be replaced entirely. All hollow metal doors, frames and hardware (interior and exterior) will be replaced. Existing pay phone will be re-installed, a second pay phone will be provided to match existing phone in adjacent location. A small kitchenette will be provided in the Break room. Existing downspouts on the Restroom Building will be verified to be free of clogs/debris and cleaned as needed. All exterior steel handrails will be painted. In addition to portable toilet facilities provided for Contractor’s use, Contractor to provide two additional accessible style port-o-lets adjacent the truck parking area for truck driver use throughout the duration of the Contract. Truck driver port-o-lets shall be serviced daily by port-o-let provider. See plans and specifications for additional scoping requirements.

Project Location: Woodford

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RFB-163-19 KYTC – Woodford County Rest Area East Upgrades and Repairs

RFB-163-19 KYTC – Woodford County Rest Area East Upgrades and Repairs

Project Manager Name: Ron Harris
Phone:
(502) 782-0321
Email:
RonL.Harris@ky.gov


Estimate:
$384,437.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)

The Work includes a substantial interior and exterior renovation of the Restroom Building and Vending Building at the Woodford County Rest Area located at I-64 East Bound, Mile Marker 60.2, Woodford Co., Kentucky. All plumbing fixtures will be removed and replaced, including exposed fixture piping to the existing walls. Water closet carriers will be replaced which will include limited cutting and patching of the existing concrete slab in the mechanical chase. Existing ceramic wall and floor tile will be removed and replaced. Floor in Break Area, Chase, and Mechanical Area will receive new slip resistant epoxy coating. Floor of covered area of Vending Building will also receive slip resistant epoxy coating. Existing terrazzo floor and base in lobby and side entry vestibule’s will remain, protect from damage. Interior and exterior light fixtures (including site pole lights) will be replaced, existing circuits will typically be reused. HVAC system and rigid duct work will typically be reused, flexible connections and supply/return diffusers/grilles will be replaced. All ceilings will be removed and replaced. Gypsum board ceilings will be replaced with new painted gypsum board. Wood ceiling in lobby and side entry vestibules will be replaced with linear metal ceiling system. Exterior and interior brick masonry veneer will remain, it will be cleaned A. The Work includes a substantial interior and exterior renovation of the Restroom Building and Vending Building at the Woodford County Rest Area located at I-64 East Bound, Mile Marker 60.2, Woodford Co., Kentucky. All plumbing fixtures will be removed and replaced, including exposed fixture piping to the existing walls. Water closet carriers will be replaced which will include limited cutting and patching of the existing concrete slab in the mechanical chase. Existing ceramic wall and floor tile will be removed and replaced. Floor in Break Area, Chase, and Mechanical Area will receive new slip resistant epoxy coating. Floor of covered area of Vending Building will also receive slip resistant epoxy coating. Existing terrazzo floor and base in lobby and side entry vestibule’s will remain, protect from damage. Interior and exterior light fixtures (including site pole lights) will be replaced, existing circuits will typically be reused. HVAC system and rigid duct work will typically be reused, flexible connections and supply/return diffusers/grilles will be replaced. All ceilings will be removed and replaced. Gypsum board ceilings will be replaced with new painted gypsum board. Wood ceiling in lobby and side entry vestibules will be replaced with linear metal ceiling system. Exterior and interior brick masonry veneer will remain, it will be cleaned and protected from other Work. Exterior soffit and fascia will be replaced with new metal soffit and fascia. Roof framing at Restroom Building and Vending Building will be altered to improve the roof line. Existing asphalt shingle roof system will be replaced with new standing seam metal roof system with snow and ice guards (Restroom Building and Vending Building). Aluminum framed storefront system will be replaced entirely. All hollow metal doors, frames and hardware (interior and exterior) will be replaced. Existing pay phone will be re-installed, a second pay phone will be provided to match existing phone in adjacent location. A small kitchenette will be provided in the Break room. Existing downspouts on the Restroom Building will be verified to be free of clogs/debris and cleaned as needed. All exterior steel handrails will be painted. In addition to portable toilet facilities provided for Contractor’s use, Contractor to provide two additional accessible style port-o-lets adjacent the truck parking area for truck driver use throughout the duration of the Contract. Truck driver port-o-lets shall be serviced daily by port-o-let provider. See plans and specifications for additional scoping requirements.

Project Location: Woodford

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