NKU Health Innovation Center-Founders Hall Renovation BP7 – Switchgear Removal/Storage & Temporary Electric Work
NKU Health Innovation Center-Founders Hall Renovation BP7 – Switchgear Removal/Storage & Temporary Electric Work
Project Description:
The project is generally described as the Northern Kentucky University, Health Innovation Center (HIC) Founders Hall Renovation. The project is located in Highland Heights, Kentucky, on approximately 3.0 acre site on the NKU campus, east of Kenton Drive, west of Nunn Hall and directly north of Griffin Hall. The project will include the construction of the new Health Innovation Center (HIC) building and renovation of the existing Founders Hall Building. The HIC building will consist of a new 95,000 sf four-story steel frame building with the option to shell a 5th floor of approximately 12,000 sf. The Founders Hall renovation is a 106,000 sf complete interior gut and renovation of the existing 5 story concrete-structured building.
NKU Health Innovation Center-Founders Hall Renovation BP6 – Abatement & Demolition
NKU Health Innovation Center-Founders Hall Renovation BP6 – Abatement & Demolition
Project Description:
The project is generally described as the Northern Kentucky University, Health Innovation Center (HIC) Founders Hall Renovation. The project is located in Highland Heights, Kentucky, on approximately 3.0 acre site on the NKU campus, east of Kenton Drive, west of Nunn Hall and directly north of Griffin Hall. The project will include the construction of the new Health Innovation Center (HIC) building and renovation of the existing Founders Hall Building. The HIC building will consist of a new 95,000 sf four-story steel frame building with the option to shell a 5th floor of approximately 12,000 sf. The Founders Hall renovation is a 106,000 sf complete interior gut and renovation of the existing 5 story concrete-structured building.
This project involves replacing existing conduit installed in the slab of a parking garage. Phase I of this project involves only the conduit in the slab between the Plaza Level and the second level. The existing lights will be refed with new wire and conduit. The conduit will be Schedule 40 PVC (unless noted otherwise on the drawings); surface mounted to the bottom of the slab. Particular attention will be required in the routing of the conduit to ensure the maximum height of vehicle entry is not compromised.
Woodland Court Crossing Improvement and Stream Restoration Project
Woodland Court Crossing Improvement and Stream Restoration Project
Project Description:
The Project consists of constructing 1,400 LF of stream restoration including a bankfull channel, flood prone bench and in-stream structures, 293 LF of 12″ sanitary sewer, and constructing a concrete bridge with 32-ft span over the Woodland Court Tributary
CCK-2095-16 UK North Farms Roof Replacements Project Description:
Provide labor, material equipment and incidental require to reroof eleven (11) buildings on the University of Kentucky College of Agriculture, Food and Environment’s North Farm (Includes Maine Chance, Spindletop, and Cold stream).
Project Description:
The scope of work for this current major construction project includes but is not limited to: replacement of the existing HVAC systems at J.T. Alton Middle School. The new systems will include geothermal heat pumps and energy recovcry units. The work effort will be executed in one principal phase ending with Final Completion on August 1,2016. The building will be unoccupied during construction work, however the building shall remain operational. The contractor shall be required to coordinate the contract work with other school or district activities.
Project Description:
The scope of work for this current major construction project includes but is not limited to: replacement of the existing HVAC systems at Bluegrass Middle School. The new systems will include geothermal heat pumps and energy recovery units. The work effort will be executed in one principal phase ending with Final Completion on August 1. 2016. The building will be unoccupied during construction work, however the building shall remain operational. The contractor shall be required to coordinate the contract work with other school or district activities.
Fleming County High School Renovation and Addition
Fleming County High School Renovation and Addition
Project Description:
The project will consist of renovations to the existing building including painting, flooring, doors and hardware, new HVAC systems. new electrical and new lighting in designated areas. The renovation will also include new kitchen equipment and the project will include a new kitchen addition and new classroom space. The exterior will receive new entrances and various alternate bids.
Rockcastle County Adult Education Center – Exterior ADA Improvements
Rockcastle County Adult Education Center – Exterior ADA Improvements
Project Description:
The bid is to furnish all necessary labor, materials, tools, machinery, warranties, and all other items required to make exterior ADA Improvements to the existing site. Work to include, but not limited to; demolition and disposal of plants, trees, concrete walks, light poles and pavement. Project also includes substantial amount of new asphalt pavement, construction and grading for new parking spaces, new concrete walks, ramps and stairs.
Project Description:
Louisville Water Company is requesting Bids for the renewal or lead services on 20th Street, 21st Street, 22nd Street, 23rd Street, 25th Street, 28th Street, 29th Street, 30th Street, Cleveland Avenue, Columbia Street, Dr. WJ Hodge Street, Duncan Street, Garfield Avenue, Griffiths Avenue, Main Street, Market Street, Owen Street, Pirtle Street, Rowan Street, Short Street, and St. Xavier Street. Design information indicates a total of 182 customer service renewals, 2 customer service discontinues and 35 meter exchanges.
Project Description:
Description and location of Project: This project will upgrade 3 Condenser units in biosolids dryers systems and will remove/replace water piping. Project is located in the Main Equipment Building at the Morris Forman Water Quality Treatment Center (MFWQTC) located at 4522 Algonquin Parkway Louisville KY 40211.
The Kenneth Lewis AML Reclamation Project consists of a landslide impacting a residence, and two sheds. Drainage from pre-law mining is lubricating the slide and has caused movement and cracks in the outslope immediately below one shed and has caused material to move behind the other shed and the residence. Slide material will be removed and hauled to a disposal area and a non-reinforced concrete wall will be installed at the toe of the slope below the upper shed Subdrains will be installed to control subsurface drainage and existing ditches will be improved. A sinkhole adjacent to Mr. Lewis residence will be filled with Class III Rock. Additional drainage measures will be incorporated as necessary and all disturbed areas will be re-vegetated. Silt control measures at each site shall be installed and remain in effect until construction is completed at that site. Drainage controls for these sites shall consist variously of Class II/III ditches, gabion backfill, etc. Bituminous repair, including roadway stone, has been factored into the contract. Traffic control will be maintained throughout the project. Revegetation of the sites, including agricultural limestone, fertilizer, mulch and seed will be done according to standard AML design specifications. For continued description, see Special Conditions.
The project consists of exterior repairs; removal of existing glass block and replace with new aluminum frame and insulated glazing or exterior wall system; repair existing concrete and EIFS wall panel system and paint. Provide new metal components or rework existing; e.g. metal counter flashings, gutters, downspouts and fascia and paint.
The project consists of roof replacement of BUR and Shingles. 1) BUR: Remove existing roof membrane system down to existing roof deck. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over base layer insulation, tapered insulation where indicated and cover board insulation. Provide crickets where indicated. 2) Shingles: Remove existing shingles and underlayment down to roof deck. Remove all existing nails from roof deck. Install ventilated nailbase insulation panels, self-adhering underlayment over entire roof area, and new shingles as per manufacturer’s recommendations. 3) All Roofs: Provide new metal components; e.g. metal counter flashings, roof drain leads, plumbing vent flashings, edge metal, headwall flashings, etc.
The Centralized Laboratory Facility Exterior Wall Renovation Phase VI, located at 100 Sower Boulevard, Frankfort, Kentucky (Franklin County), consist of upgrades and repairs to the exterior walls. The base bid shall consist of work centered around the north and west sides of the facility adjacent to the loading dock area. This work shall include removing and reinstalling, cleaning, and sealant replacement of exterior metal panels. Work on the interior of the wall system shall include sheathing, repair, liquid applied waterproofing, and spray foam insulation installation. As part of the overall scope of this work, general demolition and repair is required on the interior, exterior, and its replacement. The work of this project shall require access to the interior of the lab facility and will require security clearance and card access for all employees accessing the site.
A. This Work includes the construction of a 2,000 sf office building at 331 North Stewarts Lane, Danville, Kentucky 40422. The building is slab-on-grade with wood framed walls on C.M.U. stem walls on poured concrete spread footings, with vinyl clad double hung wood windows, R-19 batt insulation, shop-fabricated wood trusses, asphalt shingle roofing, and fiber cement siding. Typical floor finish to be vinyl composition tile, typical wall finish to be painted gypsum board, typical ceiling to be suspended acoustical tiles. Typical ceiling height to be 8’-0”, typical bearing wall and interior partitions to be 10’-1”. There is to be no mechanical, electrical, or plumbing work installed above the truss bearing (the attic) unless required by the Contract Documents (i.e. vent through roof or weather head). The HVAC system is an electric heat pump. The building will accommodate an occupancy of 21 and house the following rooms and functions: a large workroom with kitchenette, four private offices, a small conference room, men’s and women’s restrooms, mechanical room, custodial room, communications room, and reception room. The Work also includes a small concrete parking area (1 space, accessible). Consult project documents for information regarding connecting to site utilities. Site utilities shown on Drawings, Sheet SU-1 “Site Utilities Plan” takes precedence over those proposed/shown on “Site Survey”. For continued project description, see Special Conditions.
Project Manger Name: Dwayne Brown Phone: (502) 782-0315 mail: Dwayne.Brown@ky.gov
Estimate: $ 52,000.00
Estimated Length of Project: July 11, 2016 (Substantial Completion) + August 1, 2016 (Final Completion)
A. The Work of this Project consists of the following: 1. New electrical work (power and lighting) in an existing “high bay” portion of the Sullivan Technology Center (STC) at Henderson Community College.
Project Description:
The program of work consists of the installation of a new pre-engineered wood truss roof system with a standing seam metal roof over an existing pre-cast concrete plank membrane roof and all associated work, including aluminum gutters and downspouts, vinyl siding, soffit, and trim and other work for a complete installation.
Project Description:
This Contract provides for the installation of a 7 million gallon, covered, cast-in-place concrete, combined sewer overflow storage basin including a 9 MGD dewatering pump station, and control building. This project includes the construction of approximately 432 linear feet of 36-inch gravity sewer, 133 linear feet of 60-inch gravity sewer, 20 linear feet of 36 inch by 66 inch rectangular gravity sewer, 780 linear feet of 20-inch and 6-inch sewer force main. This project also includes the installation of Manhole structures, road work and all other appurtenant work. This project is generally located near Muncie Avenue and Drescher Bridge Road at 1827 Drescher Bridge Road.
GMWSS 2015 Wastewater System Improvements – Drake Dam Pump Station and Force Main Replacement
GMWSS 2015 Wastewater System Improvements – Drake Dam Pump Station and Force Main Replacement
Project Description:
The program of work consists of the installation of an approximate total length of 2,200 LF of 3-inch and 6-inch PVC force main via horizontal directional drilling (HOD) method, construction of one new above-ground packaged sanitary sewer pumping station (Owner supplied), and removal of one existing submersible sanitary sewer pumping station, all associated site work and electrical work, including all related appurtenances, connections to existing force mains and other work for a complete installation.
New Albany Wastewater Utility – McLean Street Pump Station Replacement Project
New Albany Wastewater Utility – McLean Street Pump Station Replacement Project
Project Description:
• Constructing a new 425 GPM duplex wastewater pumping station with an 8′ diameter precast concrete wet well, a concrete valve vault, and a shelter building for the electrical equipment
• Approximately 70′ of 6″ PVC force main
• New control panel, meter and disconnect
• Site work, consisting of minor grading, asphalt paving, gravel surfacing and fence installation
• Furnishing and installing an emergency generator with an automatic transfer switch
• Demolition of tile existing pump station building and wet well
