Project consists of a full interior finish upgrade, new office suite within an
existing unfinished warehouse area, rerouting of existing raised access floor power and plenum boxes thru a phased new owner provided/installed workstation configuration. And minor demolition to reconfigure existing spaces for new Wellness Center and Work Café. Some
exterior work will include new punched windows, a new entry as part of Alternate 1 and minor roof repair associated with a new rooftop unit.
1. Base project cost range is anticipated to be under $2,837,000.
a. Alternate # 1 project cost range is anticipated to be under $121,300
b. Alternate # 2 project cost range is anticipated to be under $68,4000
Description and location of Project: This unit based construction order for the 12-inch pipe and drain system along Waterford Road in Metro Council District 7.
Description and location of Project: This unit based construction order for the 4-foot flat bottom paved ditch installation along the rear easement behind Pomeroy Court in Metro Council District 11.
New addition to the existing Danville BCTC Campus to add the new Advanced Manufacturing Center. The addition will include new AMC laboratories, classrooms, restrooms, and collaboration spaces. The scope of work includes, but is not limited to, new partitions and finishes, new structural steel frame, new mechanical and plumbing systems, and new electrical systems. Some MEP systems will utilize existing infrastructure and extend services to the addition.
This project is for the construction of a new 60’-3″ long x 60-0″ wide x 10’ high concrete structure with an interior concrete pad and entrance apron for the purpose of bulk storage of roadway, deicing salt.
Class “A” concrete shall be reinforced with epoxy coated rebar & fiber, which shall be used throughout the shallow, spread footing and walls. The Contractor shall be required to perform all excavation, filling, grading, & compaction of sub-grade necessary for the construction of footing, interior pad, and entrance apron.
Concrete walls will be ten (10) feet high, will be twelve (12) inches thick, will be constructed on the concrete 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.
Nine (9) inch thick, Class “AA” concrete modified with fiber & epoxy coated rebar, concrete slabs shall be placed inside the footing and at the entrance on the exterior of the structure.
This project is to be bid LUMP SUM. This bid shall include all labor, equipment, materials, and any incidentals necessary to complete the items of work detailed in plans and herein.
Eastern Kentucky University (EKU) hereby requests sealed bids for the materials, supplies,
equipment or services set forth herein, subject to all conditions outlined in this Bid Package for PTAC Unit Replacement
Estimate:
$ 79,900.00
Estimated Length of Project:
(Substantial Completion) + 45 Calendar Days (Final Completion)
The Hunter Church AML Reclamation Project is located in central Perry County, Kentucky at 37°21’37.20″N latitude and 83°12’06.50″W longitude just east of Hazard KY. The site can be reached from Hazard, take KY 80 East toward Prestonsburg approximately 4-5 miles to Route 1146 on the left, turn left onto Route 1146. Follow Route 1146 4.2 miles and turn right onto Hunter Church Road. Proceed approximately 800 feet to the inlet of proposed pipe site.
Currently an existing CMP pipe installed in the mid-1970s, is failing due to corrosive damage caused by mine drainage and clogged due to sedimentation from mine blowout. Pipes are unable to pass surface runoff during rain events causing water to flow over the road into Church and residential yards. To abate this drainage problem, 380 Linear Feet of 24″ Dia HDPE pipe (with concrete headwall at the inlet) and 2 Concrete Drop boxes to offset grades will be installed. The existing failed pipe will be taken out of service as the new pipe is installed. Straw Bales and Silt fence are proposed for proper silt control. Bid items of Roadway Stone and Bituminous Repair are included for (in kind) repairs to residential driveways as needed to facilitate reclamation work. Filter Fabric and geo-grid has been included to prevent erosion within the soil backfill. Class II/III backfill will be used as directed for backfilling areas and erosion control as directed. Construction Fence is included to protect Cemetery. All excavated material will be wasted within the construction limits.
A revegetation bid item is included to revegetate the site/waste areas at the end of construction. Utility relocation/replacement and landscape allowance bid items are included to replace (in kind) qualifying features as disturbed to facilitate the abatement plan.
Any trees greater than 3″ in diameter (breast height) will be removed within the dormant period of Oct 15th 2018 to March 31st 2019.
No Permits are required for this project.
The project has two main components. The first component is a 4,800 square foot unheated (cold) storage facility to support the requirements of the Combined Support Maintenance Shop (CSMS) located in Richmond, KY. The building will be pre-engineered metal building with prefinished metal siding and roof panels. The building will have three overhead doors and three man doors. Storage racks are included in the project. There are no provisions made for the storage of hazardous materials. The occupancy group will be S1 Medium hazard. There are no provisions made for providing conditioned air.
The second component of the project is to provide and install a pre-fabricated paint booth inside an existing facility. The booth shall include air exhaust, all associated ducting and insulation, compressed air and breathing air drops into the booth, all associated electrical and fire suppression equipment needed to support the booth.
Louisville Water Company is requesting Bids for providing all labor, rigging, tools, equipment, and materials to install prefacricated, above ground booster pumping statin, back-up diesel generator, water main and electric utilities; furnish and install all items and accessories for a complete project. Landscape and Restore site.
Eastern Kentucky University (EKU) hereby requests sealed bids for the materials, supplies,
equipment or services set forth herein, subject to all conditions outlined in this Bid Package
Western Kentucky University – RFQ # WKU-10203 Feasibility Study for Athletic Projects
Western Kentucky University – RFQ # WKU-10203 Feasibility Study for Athletic Projects
Western Kentucky University is seeking qualified firms to develop a feasibility study for two athletics
projects. 1.) A covered outdoor training facility and 2.) HILTS Press Box Modernization. Both projects
will be located in Bowling Green, KY on the main campus.
The Feasibility Study for these projects will take into account planned athletic improvements under the
campus master plan, current and projected student enrollment, current and projected capital construction
projects, and athletic event disruption. The resulting document will contain recommendations for both
projects, schematic design, and cost opinion for each project.
Renovation of the press box at Houchens Industries-L.T. Smith Stadium. This space will be
programmed to incorporate spaces for various radio, television, working press corporations, and
coaching staff that utilize this space during athletic games and events. Improvements could include but
not limited to the following: renovation of space to increase efficiencies, upgrades to AV, restroom
improvements, ADA compliance upgrades, addition of elevator, and addition of suites. These projects
could be phased depending on schedule.
The covered outdoor training facility will house a fully-covered regulation football field to provide an allweather
opportunity for practice. The location of this facility will be positioned over the current football
practice field. The covered pavilion will be open-sided to allow for natural ventilation. While the facility
will be primarily utilized by the WKU football team, it will also be available for other athletic departments
and university functions.
Woodford County Fiscal Court- Huntertown Road Sidewalk Project
Woodford County Fiscal Court- Huntertown Road Sidewalk Project
This project is for the construction of a five foot sidewalk along the south side of Simmons
Street and Huntertown Road between Bell Court and Paddock Drive/Hillary Terrace in
Versailles, Kentucky. The project includes grading, drainage modifications and retaining walls.
The project also includes reconstruction of some fences, creation of crosswalks and erection of
pedestrian signage for the crosswalks.
GEOGRAPHIC COORDINATES LATITUDE 38:02:30.36 LONGITUDE 84:42:50.46
City of Jeffersonville – Woodland Court Structure Replacement
City of Jeffersonville – Woodland Court Structure Replacement
Sealed Proposals, or Bids, for “Woodland Court Structure Replacement” in the City of Jeffersonville,
Indiana will be received at the office of the City Clerk’s Office, City Hall, 500 Quartermaster Court,
Jeffersonville, Indiana
A. This Work includes installing a new 2-ply SBS Modified Bitumen roof membrane at the Lodge Complex, four Guest Wings, and adjacent walkway canopies. The roof areas receiving ne membrane are identified more clearly in the Drawings. Total new SBS Modified Roof Membrane area is approximately 30,273 square feet (302.73 Squares). Existing roof membrane to be covered by new gypsum cover board prior to installation of new roof membrane. New membrane to be installed in cold-adhesive with hot air welded seams on cap sheet. Skylight at main lodge building to be removed and replaced with new skylight. An infrared roof inspection has identified several areas of the existing roof membrane containing moisture. These areas are to be removed to the roof deck. Contractor shall verify with infrared scan that all areas of existing roof membrane containing moisture have been removed prior to installation of new roof membrane. A copy of the Roof Inspection Report (dated March 13, 2019) is included with the bid documents. Existing stone masonry chimneys at main lodge building are to be repointed, cleaned and sealed per specifications. One rain hat and flue at west chimney are to be deleted. Louvers on east chimney are to be replaced and flashed into existing stone masonry. Four existing conductor leader boxes on main lodge building to be re-flashed, fit with new stainless steel leaf guard, and connected to new custom downspouts in profile to replicate the appearance of the existing downspouts. Metal roof over elevator at main lodge building to be removed and replaced with 2-ply SBS Modified roof membrane with 4″ of poly-isocyanurate insulation. New galvanized steel, fluoropolymer finished roof specialties, gutter, and downspouts will be installed where indicated. New downspouts will be connected to existing below grade drainage system. Below grade drainage system will be verified by Contractor from individual downspout boots to have positive outflow to existing headwalls. Downspout boots found to be significantly obstructed shall be abandoned and a kick out elbow added to the downspout directing to a new precast concrete splash block, 12″W. x 30″L. x 4″H.
Allen County Water District – US 231 Elevated Water Tank – Contract 02 – Elevated Tank
Allen County Water District – US 231 Elevated Water Tank – Contract 02 – Elevated Tank
The Project consists of constructing a new 500,000 gallon elevated
tank, approximately 10,000 linear feet of 8-inch waterline and other waterline accessories.
Bids shall be on a lump sum basis for Contract # 2.
McCreary County Heritage Foundation Big South Fork Scenic Railroad- Contract No. 3 Stearns Depot Passenger Platform Expansion
McCreary County Heritage Foundation Big South Fork Scenic Railroad- Contract No. 3 Stearns Depot Passenger Platform Expansion
The work consists of construction of an extension of the concrete, passenger loading platform at
the Big South Fork Scenic Railroad train depot in Stearns, KY. Includes minor excavation,
demolition and formed concrete construction.
Allen County Water District – US 231 Elevated Water Tank – Contract 01 – Water Lines
Allen County Water District – US 231 Elevated Water Tank – Contract 01 – Water Lines
The Project consists of constructing a new 500,000 gallon elevated
tank, approximately 10,000 linear feet of 8-inch waterline and other waterline accessories.
Bids shall be on
a lump sum and unit price basis for Contract # 1.
Work of the Project includes complete removal of existing asphalt shingle roof system and replacement with standing seam metal roof system including gutters and downspouts at the Charles R Sayre Building located at McKinney Skills Drive on the campus of Eastern Kentucky University in Richmond, (Madison County) Kentucky. The work also includes removal of existing foil faced fiberglass batt attic insulation and replacement with spray applied R38 open cell polyurethane and fire-resistant thermal barrier.
Replace aging latrine facilities at the Readiness Center in Carlisle, Kentucky, along with a renovation to the existing space to create include a Lactation Room, and OCIE Storage to comply with UFC 4-171-05. Demo existing restroom facilities and associated architectural and MEP systems, and replace with new fixtures and systems as indicated in the contract documents.
