The goal of this project is to re-cover the existing roof with a new 2-ply recover roof system. The new roof system is to be 2-ply SBS modified bitumen roofing applied with cold adhesive over new 1/2″ gypsum cover board set in two-part foam adhesive. Wrinkles and other surface defects in the existing roof will be cut out prior to installation of the new roof system. All new prefinished metal gutters, downspouts, fascia, flashings, blocking, roof splashes, accessories, and terminations are included.
The project replaces the existing interior air handling unit identified as OP-1, which serves secondfloor
operating rooms within Pavilion H. at UK Chandler Medical Center, with a new exterior air
handling unit. The project also includes a modular air-cooled chiller to support lower operating-room
temperatures, a dedicated reverse-osmosis water system, new controls integrated with the existing
building automation system, related structural framing, architectural modifications, electrical work,
fire protection modifications, and associated demolition and restoration.
The following Trades available for bidding:
TP-001 General Trades
TP-002 Demolition
TP-005 Structural Steel
TP-023 Mechanical
TP-026 Electrical
Jessamine County Water District No. 1 – US 27 Water Line
Jessamine County Water District No. 1 – US 27 Water Line
The Project consists of INSTALLING approx. 1,538 LF of
12” Water Main and Appurtenances. It also includes replacing and reconnecting customer service meters
and fire hydrants, as well as all associated cleanup.
Interior renovation and replacement of all exterior doors and existing entry system at the front of the building to a blast rated system. Plumbing upgrades include a new plumbing fixtures in renovated shower rooms, new water heaters and recirculating hot water system, and replacement of all below slab cast iron sanitary piping. Mechanical upgrades include replacing all DX split systems, new restroom exhaust systems, replacement radiant heaters in the Drill Hall, and upgrades to the Automated Logic Corp building automation system provided via allowance by Emcor. Electrical upgrades include new LED light fixtures with occupancy sensor lighting controls throughout the building, relocation of the IT room, and new data cabling throughout the building.
Allowance No. 1: Include the sum of $ 75,000.00 for HVAC BAS Controls provided by EMCOR Services, as specified in Section 230923 – “Direct Digital Control (DDC) System For HVAC”.
Lexington-Fayette Urban County Airport Board – Aircraft MRO Hangar
Lexington-Fayette Urban County Airport Board – Aircraft MRO Hangar
This project consists of a facility located on the airport’s west side campus will be constructed. In addition to Approximately 47,000 sf of aircraft maintenance, restoration and overhaul (MRO), 20,000 sf of offices and operational space will be included. Staff parking and materials receiving dock will also be part of the project.
City of Bardstown – Town Creek Waste Water Treatment Plant Lagoon No. 1 Rehabilitation & Improvements
City of Bardstown – Town Creek Waste Water Treatment Plant Lagoon No. 1 Rehabilitation & Improvements
In general, this contract includes approximately one hundred fifty-four thousand square feet (154,000 SF +/-) of new f-RPP geomembrane liner and non-woven geotextile fabric and liner anchor trenches for two proposed lagoons; 16,000 (+/-) cubic yards of suitable borrow clay soil material for construction of a new divider berm to create two separate lagoons; removal and disposal of existing rip rap in designated areas; adding 6″ of suitable clay soil material / re-grading / rock removal / re-compacting existing clay soil lagoon liner; 7 ea. surface aerators/controlsNFDs/power improvements; modification of an existing flow splitter box and gates; 400 LF (+/-) of epoxy coated 12″ DIP; 300 LF (+/-) of epoxy coated 8″ DIP; 12″ and 8″ knife gate valves; 8″ x 8″ tie-ins to existing lines; 1 ea. WAS decant scum baffle and DIP piping connection to existing 24″ pipe;, and associated miscellaneous appurtenances and activities.
RFB-70-27 Re-Ad of RFB-184-25 EEC-AML-23082AMLBAML-BIL
RFB-70-27 Re-Ad of RFB-184-25 EEC-AML-23082AMLBAML-BIL
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The home and 2 acre area it sits upon is threatened by slide potential from the pre-law
related highwall located on the property and will be contained and serviced by new drainage infrastructure. As part of the initial phase of work, to contain the highwall, a shotcrete face was installed on the lower wall and a rockfall mesh on the upper wall, rock bolted where needed by GSI under state master agreement.
As part of the secondary phase, an existing drainage path will be upgraded with a new under road pipe and rehabilitated rock ditch that discharges the water into existing drainage. Subdrain will be installed along the toe of the shotcrete and rockfall mesh wall to catch existing drainage and carry it out. A car port that was removed during the initial phase will be replaced. A concrete pad will be replaced that was needed during phase 1 for access, staging, and equipment. Utility lines and structures may need to be relocated and this will be done in accordance with AML and utility company specifications. The road leading away from the home will be repaved as necessary.
The waste area is a 9 acre site located off the KY-1056 near Pinsonfork, KY. Coordinates
for the waste area: 37.5596, -82.2338. The expected area of disturbance will be approximately 2.6 acres/ Anticipated waste from the project will be dirt, and rock debris that has slid down the highwall due to erosion. Trees from the project will need to be burned at the waste area due to limited space on site. No trees over 3”DBH in the waste area will be disturbed. Any waste will be filled and graded to promote positive drainage. Any revegetation of the waste area will be done to standard AML specifications.
The Woodsbend Youth Development Center (YDC) is a school and boarding facility owned and operated by the Justice and Public Safety Cabinet, Department for Juvenile Justice, located at 163 Woodsbend Boys Camp Rd, West Liberty, KY 41472. Originally constructed in the 1960s and since had various additions and renovations, the main building covering approximately 15,500 sq ft serves as a housing unit, dining facility, and administrative offices. The current mechanical system in this building is a water-source heat pump loop with a cooling tower and electric boiler. This system was installed in the 1980s and is no longer functionally in-line with the needs of the facility.
This project is the complete mechanical renovation of the Woodsbend Youth Development Center main building. Primary scope of work includes demolition of the existing water source heat pump system along with piping, cooling tower, pumps and electric boiler and replacing this system with a various zones of packaged and split system direct expansion units.
Estimated Length of Project:
(Substantial Completion) + 150 Calendar Days (Final Completion)
Improve and Construct Access Roads to access drilling area for the purpose of drilling 22 boreholes and extinguishing an underground coal seam fire with flowable fill and phenolic foam. A burning gob pile will also be excavated, quenched, and replaced.
Lebanon Water Works Company, Inc. – Contract No. 9 – Composite Water Storage Tank
Lebanon Water Works Company, Inc. – Contract No. 9 – Composite Water Storage Tank
The construction of Contract No. 9 Tank Replacement Project Phase I
Composite Water Storage Tank consisting of the construction of one (1)-elevated composite
water storage tank and the demolition of two (2) ground storage tanks as shown on the drawings
and described in the specifications.
Bluegrass CTC Construct Prison Education Program – Early Site and Building Demolition
Bluegrass CTC Construct Prison Education Program – Early Site and Building Demolition
The Bluegrass CTC Construct Prison Education Program – Early Site and Building Demolition will consist of
structural demolition of the existing Hospital at Northpoint Training Center in Danville, Kentucky. The project
involves the systematic deconstruction of an existing seven-story, 119,824 GSF concrete and masonry structure
featuring a partial height basement that extends underneath the primary north-south footprint, which is
approximately 21,500 GSF. Initial site preparation requires the relocation of the western access road and creation of
the lay-down yard.
Rowan Water Inc – Kentucky 377 Water Line Relocation
Rowan Water Inc – Kentucky 377 Water Line Relocation
The program of work for which bids are to be submitted consists of installing 25,000 linear feet of water
main with varying sizes of 3-inch, 4-inch, 6-inch, 8-inch, and 10-inch PVC SDR-17 pipe, new customer
service lines, steel casing installed by a combination of open cut, bore and jack methods, horizontal
directional drilling of HDPE for various locations and all other appurtenances as shown on the Drawings
and described in the Specifications.
Estimated Length of Project:
(Substantial Completion) + 420 Calendar Days (Final Completion)
Formed and Finish Concrete is included for Reinforced Concrete Retaining Wall Construction. Material will be transported to the offsite waste areas. This will be accounted for under Earthwork (Plan Quantity – Wall Exc.). Earthwork – Gradework (Site Only) is included to grade above the wall and direct surface water in a northly direction and into the drainage system below. A Subdrain will be installed in front of the wall to add stability and enhance drainage in the residential areas. Once slide is abated drainage controls will be installed around the Slope and Hall residences. This includes concrete ditches (i.e. Concrete Formed & Finished), HDPE pipes, Concrete Headwalls and Drop boxes. This will properly direct surface flow runoff from the slide area to the receiving drain next to KY 160. Hoe Ram is included to break any boulders into smaller pieces for transport to the waste area. Reinforcement Steel is included for Concrete Form and Finished, as required for proper concrete construction. A pile (W8 x 40) and Reinformed Concrete Cap is included to prevent lateral movement of the concrete wall. The piles will be seated into bedrock. Soil and Rock drilling is included for this effort
Gallatin County Water District – Regional Airport Water Main Extension Project
Gallatin County Water District – Regional Airport Water Main Extension Project
The program of work for this project which bids are to be submitted consists of the installation of
approximately 11,600 LF of 8” PVC water main, 4,300 LF of 4” PVC water main and boring of approximately
140 LF of 14” steel casing, 60 LF of 8” steel casing and necessary appurtenances.
Springfield Water & Sewer Commission – Downtown Water Main Replacement – Priority 1 & 2
Springfield Water & Sewer Commission – Downtown Water Main Replacement – Priority 1 & 2
Consists of the replacement of approximately 2,300 LF of 10-inch water main, 16,500 LF of 8-inch water main, 3,000 LF of 6-inch water main, 2,800 LF of 4-inch water main, 350 LF of 3-inch water main as well as 300 customer services and all related appurtenances as shown on the DRAWINGS and described in the SPECIFICATIONS
This project is for Kentucky State Police Post #2 – HVAC Repair / Replace. This includes replacement of the existing VRF and ductless split systems with heat pump ducted split systems with electric heat. Permanent access to the attic will be provided to access the new HVAC equipment.
This project intends to reroute a segment of gravity line and replace an existing Pump Station and Force Main serving the I-65 Northbound Welcome Center in Simpson County, KY. The gravity portion will require directional bore under a pavement segment to maintain truck traffic. The manhole immediately upstream of the station will be replaced with a “pretreatment” grinder/manhole combination called a “Muffin Monster”. The current station has developed consistent malfunction and requires the KYTC to mobilize a pump trunk to evacuate the existing pump station wet well at an exorbitant monthly cost. It is suspected the existing force main has developed downstream issues affecting the ability of the existing system to function. The KYTC, through the KY Dept of Finance and DECA, elected to replace the station and force main. A portion of the force main traverses private property (KY DOWNS Gaming, Horse Racing and Hotel Complex) and required a utility easement for new routing until it ends at an existing sewer manhole owned and maintained by the City of Franklin. This manhole will be reconstructed as part of the project.
Stabilize/reseed all disturbed areas affected by the scope of work.
ALTERNATES: Temporary Pumping of the existing wet well until the new station is operational.