Morgan County CoOperative Extension Service District Agricultural Extension Office
Morgan County CoOperative Extension Service District Agricultural Extension Office
West Liberty, KY
RFB-180-13 New Construction Training Academy Building
RFB-180-13
New Construction Training Academy Building
Estimate:
$3,401,855.00
The Kentucky State Police, Demolition and Construction of Training Academy Building project consists of two new buildings and associated site development. The Administration Building is a 6,127 sf wood frame structure with interior spaces consisting of primarily offices and associated support spaces. The construction is that of concrete foundations, metal wall panel clad wood frame walls, veneer stone base and a standing seam metal roof over wood trusses. The Multi-Purpose Building is a 15,265 sf pre-engineered metal building structure with interior space consisting of primarily cadet training, classroom, multi-purpose training room, dining hall, kitchen, and associated support spaces. For a complete project description see Specifications.
Frankfort, Kentucky
RFB-179-13 Walk-In Cooler and Freezer Replacement
RFB-179-13
Walk-In Cooler and Freezer Replacement
Estimate: $ 45,000.00
This project consists of the installation of a new cooler and freezer at Central State
Hospital, Louisville, Kentucky. The work included the removal of the existing cooler
and freezer, related wiring, piping and related equipment including preparation for
installation of the new cooler and freezer, related required equipment, electrical wiring,
piping and equipment to provide a complete operating cooler and freezer system.
Louisville, Kentucky
RFB-173-13 Lower Parking Drainage & Remediation
RFB-173-13
Lower Parking Drainage & Remediation
Estimate: $ 98,610.00
The purpose of this project is to correct the damage to the existing parking lot located
off of Oakview Road in Ashland, Kentucky. The project will include the removal of the
existing storm water infrastructures and damaged areas. A new storm water drainage
system will be installed; which will include: storm sewer piping, surface inlets, curb and
gutter, curb inlets, sub grade perforated pipe and concrete headwalls. The existing
damaged parking lot will be demolished and removed and new asphalt and sidewalk
will be installed. The total project is less than 1/2 an acre.
Ashland, Kentucky
Whitley Central Primary School HVAC Renovation
Whitley Central Primary School HVAC Renovation
The project will replace the existing two pipe fan coil and unit ventilator HVAC system with a water cooled variable refrigerant volume system. Rooftop units with energy recovery will provide the building ventilation. The new HVAC system will be tied into the District building management system to allow remote monitoring and control of the HVAC system. The electrical scope shall be limited to the power distribution to serve the HVAC system. The geothermal well field for the VRV system is being installed outside of the Contract and shall bring the geothermal piping into the mechanical room.
Williamsburg, KY
KCH BP #7 Phase 1 (Envelope and Interiors)
KCH BP #7 Phase 1 (Envelope and Interiors)
Louisville, KY
Lexington Chinese Christian Church
Lexington Chinese Christian Church
Invited General Contractors Only
Jarboe Construction
Woodford Builders
Moore Gabbard Bridges
Trace Creek Construction
Padgett Construction
The Walker Company
JMBA, Inc
Kendall Hart Contracting
Judy Construction
KEBCO, Inc
New Fellowship Hall and Classrooms for the Lexington Chinese Christian Church, 4030 Lexington Rd, Nicholasville KY. The work generally consists of the construction of a new, free-standing building adjacent to the existing church facility. The project will construct a new fellowship hall, kitchen, classrooms, and support facilities. Sitework consists of cut and fill with some borrow from the existing site. The new building contains approximately 9,000 sf and is slab on grade with wood load bearing exterior walls and roof trusses. Interior partitions are metal stud/gypsum board with hollow-metal frames and solid wood doors. Exterior cladding will be vinyl siding with asphalt-shingle roof. The estimated cost of construction for the facility is $1,160,000.
Nicholasville, KY
City of Beattyville Streetscape Phase ll REBID
City of Beattyville Streetscape Phase ll REBID
New construction will consist of concrete sidewalks and aprons, steps, concrete curbs, storm drainage, asphalt, crosswalks, site lighting, utility infrastructure, and other miscellaneous items. The majority of the site demolition will be the responsibility of the City of Beattyville, unless otherwise noted.
Beattyville, KY
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Kresge Auditorium Roof Replacement
Kresge Auditorium Roof Replacement
UC Project No. 13050A
University of Cincinnati
Cincinnati, Hamilton Co
Seperate bids will be received for:
General Contract – Estimate $415,000
Cincinnati, OH
RFB-174-13 HVAC Installation Jolly Building
RFB-174-13
HVAC Installation Jolly Building
$ 35,500.00
Project is for the addition of a HVAC split system and associated electrical containing two interior cassettes with one exterior condensing unit for an existing computer IDF room.
Hazard, Kentucky
RFB-172-13 HVAC Renovation Southeast Campus
RFB-172-13
Estimate: $400,000.00
HVAC system renovation of the OCTC SE campus facility. Replacement of 12 existing air handling units with new air handling units. Renovation of the existing temperature controls at replaced air handling units and two existing air handling units. Replacement of existing hot and chilled water pumps. Modification of the chilled water and hot water pumping systems.
Owensboro, Kentucky
Putnam Stadium Bid Package 2
Putnam Stadium Bid Package 2
Install aluminum grandstand bleachers and press box in the place of the old stadium structure. Also included but not limited to: site grading, site concrete footings, piers, slabs and site fencing.
Ashland, KY
Grimes Mill Road Bridge Replacement Over Boone Creek
Grimes Mill Road Bridge Replacement Over Boone Creek
The Scope of Work for this project includes the removal of the existing two spans (span 1 – 80 foot steel trusses, span 2 – 40 foot concrete box beams), the existing center pier and both abutments. Two new concrete abutments and a concrete center pier shall be constructed in the same location and elevations as the ones which were removed. The steel truss will be cleaned, repairs, reconstructed and painted containing a new deck capable of supporting design loads of HS20. New concrete box beams shall be installed, also capable of supporting design loads of HS20. The approach road shall be reconstructed, approximately 40 feet on both the Fayette County and Clark County sides.
Prospective contractors shall be pre-qualified by KYTC Division of Construction Procurement Prospective in Bridge Construction Not More than 100 ft Clear Span (Code E2), prior to submittal of Bid Package.
Lexington, KY
Lincoln Co Wellness Center Building
Lincoln Co Wellness Center Building
Wellness Center Building of approximately 300 SQ FT. The structure is to be a stick frame brick veneer/ vinyl sided building. Reinforced concrete/masonry foundations and slab on grade floors. Foundation drain system and backfill. Dimensional shingle roofing over 30 LBS underlayment and plywood roof deck. Alum gutters and down spouts. Roof trusses and portions of stick frame gable framing components. 2×6 exterior wall framing and finish carpentry – casework and wood trims, solid core doors and hollow metal door frames, aluminum clad wood windows, fiberglass insulation, aluminum fascia and trim. Drywall systems, acoustic tile ceilings, painting, carpet, vct tile, ceramic tile. Forced air HVAC heat pump, plumbing and fixtures, electrical service and fixtures. Site development, excavation, site utility connections and site concrete, and minor landscaping.
Stanford, KY
Raymond Cravens Library Structrual Rehabilitation Phase 1
Raymond Cravens Library Structrual Rehabilitation Phase 1
This renovation project addresses the Tier 1 scope of repairs outlined in the Raymond Cravens Library Condition Assessment Report prepared by THP Limited, Inc. dated October 2012. Included are the roofing systems replacement, masonry, and concrete repairs. Repairs to the 4th Floor pedestrian bridge, connector bridge roof replacement and portico waterproofing that were identified as Tier 2 items are also included. The project consists of approximately 8000 square feet of roof replacement; various masonry repairs included 450 linear feet of parapet rebuild, 1000 linear feet of ledge angle restoration and another 2,500 linear feet of masonry unit modification below the ledge angle.
Bowling Green, KY
Job Order Contract for HVAC Contractor
Job Order Contract for HVAC Contractor
Bids are requested by Western Kentucky University, from eligible firms located within a 125 mile radius of Bowling Green, KY (licensed and insured) to establish price contracts for the furnishing of labor, materials, and services for a Job Order Contract for HVAC Services on facilities utilized by Western Kentucky University. The HVAC Contractor shall be capable of providing qualified and skilled tradesman as may be required. All job are to include but are not limited to the Contractor acquiring any necessary permits, inspections, and Performance Bonds where required. All questions are to be directed to warren.whitfield@wku.edu.
Bowling Green, KY
Runway and Taxiway Overlay Additive Alternate Apron Crack Repair and Overlay and Concrete Fuel Pad for Taylor County Airport
Runway and Taxiway Overlay Additive Alternate Apron Crack Repair and Overlay and Concrete Fuel Pad for Taylor County Airport
Campbellsville, KY
To furnish all labor, materials, and equipment and performing all work necessary to complete a runway and taxiway overlay (base bid) and apron crack repair and overlay and fuel pad (additive alternate).
Downing University Center BP 6 — Bookstore Casework / Fixtures
Downing University Center BP 6 — Bookstore Casework / Fixtures
Bowling Green, KY
This bid is to select a contractor that can be design, supply, and install the new casework/fixtures for the newly renovated bookstore in the Downing University Center on the main campus of Western Kentucky University.
Champions Court II Student Housing Bid Package 3
Champions Court II Student Housing Bid Package 3
Champions Court II Student Housing is a new dorm located on University of Kentucky’s campus between Martin Luther King Blvd and Lexington Ave. The project was previously referred to as Wildcat Lodge Student Housing. The new dorm will be approximately 147,582 sf that is 5 levels. It will have a 1 story concrete frame platform with a 4 story wood frame above.
Bid Package 3 is the exterior skin and interiors frame bid package.
Work Categories Bidding on April 2, 2013 @ 1:00 pm EXCEPT WC03-T Structural and Misc Steel bidding on March 20, 2013 @ 1:00 pm
Lexington, KY
City of Ewing Sidewalk Improvements Project
City of Ewing Sidewalk Improvements Project
City of Ewing Safe Routes to Schools Drainage and Sidewalk construction including but not limited to: earthwork and aggregate excavation, fill and compaction, concrete to construct the sidewalk and storm drainage system
Ewing, KY
1st, 3rd, and 5th Floor Renovations Republic Plaza
1st, 3rd, and 5th Floor Renovations Republic Plaza
Renovation of the first floor is limited to approximately 500 s.f of interior renovation work for the new secure Cash Vault, and the installation of the owner furnished AHU unit.
Louisville, KY
Letcher Co Water and Sewer Water System Improvements Bull Creek to Elk Creek Phase 1
Letcher Co Water and Sewer Water System Improvements Bull Creek to Elk Creek Phase 1
Approximately 19,200 LF of 3-inch through 4-inch PVC water main pipes, approximately 42 water meters, existing Carrcassone booster pumping station upgrade, and related appurtenances.
Letcher Co, KY
RFB-170-13 Ashland 13th Street Drainage (AML) Reclamation Project
RFB-170-13
Estimate: $210,945.00
This project will address mine water from the behind the former Cochran Pool Company, 13th Street Free Will Baptist Church, and Papa John’s Pizza along 13th Street (US 60). A previous small purchase contract installed a drain into the main seep behind the pool company.
A new dropbox will be constructed behind the pool store and tied into the existing drainage pipe. The existing pipe will be hydro-cleaned from the new dropbox to the highway culvert in front of the church (incidental to Site Preparation). An 8’ tall modular block wall on a concrete base will be constructed along the existing highwall at the western end of the pool store building to collect mine water, stop the spalling sandstone from clogging drainage ditches, and cover the exposed coal seam, which poses a fire hazard. An 8” drainage pipe will be placed behind the wall (8” HDPE bid item) and the wall will be backfilled with No. 57 stone then topped with class II aggregate. Uniaxial geogrid sections will be layered in the backfill, looped over the block wall pins and pinned to the highwall. The No. 57 stone will maintain drainage behind the wall while the class II stone will cover the exposed sandstone highwall above the block wall until tying into the vegetated ground. At the building corner the highwall bows outward, this bow may be set back up to four feet to allow a straighter alignment of the wall and drain while leaving space for the natural gas line running behind the building. Also, the building’s overhang would inhibit proper placement of the wall. The upper sandstone layer of the highwall will be laid back to a 2:1 slope from the top of the block wall, where necessary. All loose materials will be removed from the wall prior to construction of the concrete base. The concrete base should be set on bedrock unless directed otherwise by the ENGINEER. All excavated materials (including coal and asphalt) will be transported to the Boyd County Landfill. The natural gas line servicing the building is buried from the western hillside marker to the edge of the building and then exposed along the length of the building to the meter. The wall and excavated ditch will be placed clear of the gas line (south). An excavated rock ditch will be dug behind the building to drain surface water to the new dropbox. The mine portal wall will also drain to the box. A partially open portal in the highwall near the church will be excavated and closed with a 36” dia. HDPE wildlife access closure.
Subsurface drains will be installed along the base of the slope behind the main church parking lot and the pizza store lot. These drains will tie together and drain along a concrete grated trough to a new dropbox. A 12” wide grated concrete channel and 15” RCP line will be installed from the new dropbox to the nearest highway curb drain (to west). We will tie the RCP into the highway dropbox with a concrete junction box. Two grated rectangular concrete ditches will be installed over the RCP under the paved driveways the downstream ends of the trenches will connect to the underlying RCP via junction boxes. The RCP will be backfilled with flowable fill to a minimum of 6” above the pipe. The concrete ditches will set on the 6” cover. If the ENGINEER deems the soil in the grassy lot acceptable, it may be used as backfill over the flowable fill in the grassy section only. If it is not deemed suitable then use DGA (incidental). Set a concrete apron around the concrete trenches (see plans for size). All pipe, boxes, and concrete ditches should stay at least 6’ from the highway when possible to avoid impacts to the highway. The only direct impact to traffic should be when tying in to the highway dropbox. The pizza store parking lot will be graded towards the new drain. This may require removal of some asphalt and construction of a new compacted dense grade aggregate base prior to repaving. For continued project description see Special Conditions.
Boyd County, Kentucky
Stonestreet Thoroughbred Headings Barn #1 Renovation
Stonestreet Thoroughbred Headings Barn #1 Renovation
General Contractors By Invitation Only. The Invited General Contractors are:
Burchfield and Thomas
Hayden Companies
JMBA Inc
Woodford Buildings
Remove/repair/replace existing cupolas, remove/repair/replace portions of existing tongue and groove barn decking and laminated timber framing of the central barn/main cupola are of the barn, as well as other isolated areas of the roof.
Versailles, KY
Housing Authority of Danville New Offices
Housing Authority of Danville New Offices
The work includes, but not limited to: site clearing, grading, site paving, landscaping, construction of a wood frame, slab-on-grade, single story structure, finishes, mechanical, plumbing and electrical.
Danville, KY