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.
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.
801 Colonel Anderson Parkway Flood Protection Project
801 Colonel Anderson Parkway Flood Protection Project
Description and location of Project: This unit based construction order is to provide a level of protection for 801 Colonel Anderson Parkway located in Metro Council District 18.
Proposed construction activities for the new 132 space parking lot include site demolition, site
grading, underground storm water detention system, and off-site storm sewer improvements.
The project includes coordination with electrical, lighting, communication, and landscape
improvements by others. The project is located along College Way in Lexington, Kentucky
near the Kentucky Proud Park (Baseball Stadium). The total area disturbed by the proposed
construction activities is approximately 1.6 acres.
The project involves re-roof work at the Campbell Regional Jouvenile Detention Center building in Newport, KY. The existing approximately 18,880 square foot roof to be recoved is an asphalt twp ply sytem on metal deck. The new roof system is a SBS Modified Asphalt Two Ply system that is adhered over a recover board over the existing roof system. Damaged or wet insulation will be replaced. The existing metal coping shall be removed, stored, and reinstalled.
The project consists of new PVC roofing membrane installed over existing metal panel roof system. Clean roof surface, loose lay rigid Isocyanurate insulation between standing seams, loose lay ½” cover board insulation over entire roof and mechanically fasten both layer of insulation to existing metal roof. Mechanically fasten .060 PVC membrane roof over insulation. Install all PVC flashings and metal components to complete the installation.
This Project will replace the X-ray machine in PAV H HX227. Work will include removing Xray
equipment and adding new X-ray equipment. Construction will include demo, new casework, paint, lighting, and flooring.
The project involves re-roof work at the Department of Correcetions, Luther Luckett facilitlty dorm building in LaGrange, KY. The existing approximately 10,822 square foot roof to be removed is a asphalt roof sytem on light weight concrete deck. The new roofing system is to be 2-ply SBS modified bitumen system with granulated coated cap sheet on base ply sheet on polyisocyanurate insulation. Refer to drawings for extents. The existing sheet metal coping cap, flashings, and expansion joint covers will be replaced with new sheet metal coping trim.
The project involves re-roof work at the DOC – KSR Dorm 10 building in Oldham, KY. The existing approximately 18,350 square foot roof to be removed is an balasted system on metal deck. The new roof system is a SBS Modified Asphalt Two Ply system that is cold adhered over a 3 1/2″ rigid board insulation with fully taper system. The existing coping will be removed and replaced with new sheet metal coping. Existing gutters will also be removed and new gutters installed.
The work includes the following interior building improvements.
-Dismantle existing acoustical panel ceiling and replace with new acoustical panel ceiling in the kitchen.
-Replace existing mechanical, electrical items in kitchen as indicated on drawings.
-Replace existing lighting in kitchen. Refer to Section 012300 “Alternates” and MEP sheets for lighting to be included in Additive Alternate #1.
-Provide blocking for owner furnished, owner installed TVs.
-Provide roller window shades in Conference Room.
-Provide interior maintenance repainting in public areas and kitchen areas.
-Repair quarry tile as indicated on drawings.
-Demolition and replacement of carpet in dining area.
-Installation of new rubber base and carpet base.
-Providing (furnishing & Installation) Food Service Equipment.
Estimate:
$133,800.00
Estimated Length of Project:
(Substantial Completion) + April 1, 2019 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 9 acres of mine land in Johnson County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 1 bond forfeiture permits.
Utility Transfer Switch Replacement: This project consists of coordination with the utility for utility transfer switch replacement and main and back-up feeder replacement serving the Cold Harbor Central Utility Plan in Frankfort, Franklin County, Kentucky.
CALL 200 CONTRACT ID 191001 BOONE COUNTY NHPP IM 0757 (144) : I-71/I-75 ADD AUXILIARY LANES ON I-71/I-75 FROM KY-536 TO US-42 (NB & SB) AS PER THE INTERCHANGE JUSTIFICATION STUDY, A DISTANCE OF 1.93 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 06-00014.50.
CALL 107 CONTRACT ID 191203 LINCOLN COUNTY STP BRZ 0803 (175) : KY 1247 (MP 17.670) REPLACE BRIDGE ON KY 1247 OVER ST. ASAPH CREEK, 0.044 MILES SOUTH OF KY 78 (MP 17.710), A DISTANCE OF 0.07 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 08-01055.00.
CALL 106 CONTRACT ID 191202 MCCRACKEN COUNTY STP BRZ 0103 (375) : HUSBANDS ROAD (KY 1954) (MP 0.768) ADDRESS DEFICIENCIES OF BRIDGE OVER BOTTOM DITCH ON KY 1954, 0.7 MILES NORTH OF KY 348 (MP 0.790), A DISTANCE OF 0.07 MILES. BRIDGE REPLACEMENT. SYP NO. 01-01152.00.
CALL 105 CONTRACT ID 191002 GRANT COUNTY STP BRZ 0603(263) : SOUTH BLANCHET ROAD(CR-1138) ADDRESS DEFICIENCIES OF BRIDGE ON SOUTH END OF BLANCHET ROAD 0.3 MILES NORTHEAST OF US-25, A DISTANCE OF 0.13 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 06-08714.00.
CALL 104 CONTRACT ID 191201 BOONE COUNTY STPM 8129 (004) : TURFWAY ROAD (KY 717) (MP 0.7000) IMPROVE SAFETY ALONG KY 717 AT THE 90 DEGREE BEND NEAR THE CINCINNATI/NORTHERN KY AIRPORT, 0.337 MILES NORTH OF KY 1017 (MP 1.000), A DISTANCE OF 0.30 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 06-00433.00.
CALL 101 CONTRACT ID 191005 MCCRACKEN COUNTY NHPP 0601(205) : US-60/I-24 CONSTRUCT A DOUBLE-CROSSOVER DIAMOND INTERCHANGE ON US-60 AT THE I-24 INTERCHANGE NEAR KENTUCKY OAKS MALL, A DISTANCE OF 0.87 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 01-00154.00.
CALL 100 CONTRACT ID 191004 MCCRACKEN COUNTY NHPP 0601(205) : US-60/I-24 CONSTRUCT A DOUBLE-CROSSOVER DIAMOND INTERCHANGE ON US-60 AT THE I-24 INTERCHANGE NEAR KENTUCKY OAKS MALL, A DISTANCE OF 0.87 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 01-00154.00.
The project involves re-roof work at the Somerset Community College, South Building in Somerset, KY. The existing approximately 10,489 square foot roof to be removed is a ballasted asphalt roof on top of sloped metal deck. The new roof system is a SBS Modified Asphalt Two Ply system that is cold adhered over a 3 1/2″ rigid board insulation. New coping cap will be installed as well. New roof drain and overflow drains will also be installed.
This Work includes replacing the roof on Newman Hall and replacing the roof on the canopy only of Godbey Hall, both buildings being located on Southeast Kentucky Community and Technical College’s Cumberland campus. All existing roof membrane, parapet flashing, insulation, and cant strip will be removed and disposed of off-site. The coping on the parapet at Newman Hall will be removed and protected from damage for re-installation. The reglet counterflashing will be reused where the roof membrane terminates into the brick wall on two sides at the canopy roof of Godbey Hall. Newman Hall has a significant number of mechanical curbs and penetrations to flash, including 16 skylights arranged in a fairly tight grid at the center of the building. Coordinate with Drawings and Specifications for additional information and details regarding new roof installation.
The project consists of new PVC roofing membrane installed over existing metal panel roof system. Clean roof surface, loose lay rigid Isocyanurate insulation between standing seams, loose lay ½” cover board insulation over entire roof and mechanically fasten both layer of insulation to existing metal roof. Mechanically fasten .060 PVC membrane roof over insulation. Install all PVC flashings and metal components to complete the installation.
