The project is located in downtown Versailles, Woodford County, Kentucky, along North Main Street (US 62/US 60x) between Lexington Road and Broadway. The work to be bid includes the construction of streetscape sidewalk, curb, stamped concrete entries, ADA access, electrical conduit and connections, street lights, landscaping, and limited pavement construction, as well as the construction of numerous streetscape amenities along North Main Street. Demolition and striping work will be handled by the City of Versailles.
The work of the contract can be summarized as follows:
1. Site improvements, including pavement and resurfacing
2. Improved vehicular and pedestrian circulation
3. Bleachers modified to meet building code
4. Relocation/replacing playgrounds
5. Storm water, sanitary, water and site lighting improvements
6. Landscaping
7. Fencing
The project includes providing all construction supervision, labor, materials, tools, test equipment necessary for the installation of a new vactor truck unloading station at the Town Branch Wastewater Treatment Plant. The project scope includes all associated site work and necessary piping.
The work includes the renovation of the existing library with new additions for a total of 19,722 GSF. The existing library has approximately 11,126 SF; 6,858 in a building built in 1904 to be renovated, and the additions have 12,864 SF. An adjacent building of approximately 2,088 SF will be demolished completely. The scope of work for this project includes but is not limited to: selective, systems, and building demolition, mechanical systems including installation of a ground-source geothermal system, electrical, fire protection, and fire alarm systems, interior partitions and finishes, door hardware, site improvements and paving. The building will be unoccupied during all phases of construction work.
Consisting of the construction and/or furnishing of items listed in the Bid Schedule for the installation of a temporary kitchen at the Community Corrections Facility, 600 Old Frankfort Circle, Lexington, KY
The intent of this project is to extend existing electrical utility services from Substation #3 to the east side of campus to accommodate the current and planned expansion projects. These new services will route in both existing and new pathway elements consisting of underground electrical conduits and manholes. New 15KV cabling and switches will be installed to facilitate the distribution along with an expansion of the substation itself.
2392.0 Fit-Up The Study/Coffee Shop in Champions Court I
2392.0 Fit-Up The Study/Coffee Shop in Champions Court I
The scope of work consists of the fit-up of an 8,400 SF shell space currently under construction in the first floor at Champions Court I 344 South Martin Luther King Blvd. The shell space will be fit up to accommodate the University tutoring services called The Study. The space includes restroom facilities and a planned coffee shop.
Work Catagories Bidding
WC02 – General Trades
WC04 – Drywall and Ceilings
WC05 – Painting
WC06 – Tile
WC07 – Flooring
WC09 – Mechanical
WC10 – Electrical
Separate BIDS for subcontract construction of portions of Hickory Hill Recovery Center, including, but not limited to; (1) sanitary sewerage, (2) hot-mix asphalt paving, (3) masonry,(4) HVAC, (5) excavation, (6) electrical, (7) curbing, and (8) exterior finishes as set forth by plans and specifications, will be received by Kentucky River Community Care, Inc./ Pioneer Builders, Facilities Office, 3824 Hwy 15 South, Jackson KY 41339 until 2:00 p.m. local time,Wednesday, January 23, 2014 and then at said office publicly opened and read aloud.
West Contract-Delaney Ferry Corridor Northwest Hydraulic Reinforcement Project
West Contract-Delaney Ferry Corridor Northwest Hydraulic Reinforcement Project
This project consists of replacement of existing water mains, services and new line installation to complete looping, consisting of the following major components: 6″ PVC CL 200 25,000 LF 6″ MJ GV 32 B&C – 12″ Casing 172 LF FH Assembly 26 5/8″ x 3/4″ Meter Services (Short) 54 5/8″ x 3/4″ Meter SErvices (long) 70 1″ A/R Assembly 10
East Contract Harrodsburg Road Corridor Northwest Hydraulic Reinforcement Project
East Contract Harrodsburg Road Corridor Northwest Hydraulic Reinforcement Project
This project consists of replacement of existing watermains, services, and new line installation to complete looping, consisting of the following major components :
6” PVC CLK 200 – 43,970 LF
6” MJ GV – 58
B&C – 12” Casing – 423 LF
FH Assembly – 42 5/8” x 3/4” Meter Services (short) – 148
5/8” x ¾” Meter Services (long) – 81
1” A/R Assembly – 11
Water:
10,000 LF 10″ PVC
10,000 LF 8″ PVC
1,200 LF Steel Casing(2″ up to 14″) by Bore & Jack
Fire Hydrants, Gate Valves and all appurtenances
Sewer:
7,000 LF 8″ PVC Force Main
700 LF 4″ PVC Force Main
600 LF 3″ PVC Force Main
1,500 LF 2″ PVC Force Main
1,200 LF Steel Casing (4″ up to 14″) Bore & Jack
Work covered by contract documents: Material, equipment and tools and services for Demolition; General; Plumbing; Fire Protection; Heating, Ventilating and Air Conditioning; and Electric Work.
This bid package has been preceded by and an enabling bid package that included site work, site utility demolition/ relocation and general preparation work in order that this bid package may proceed. This bid package includes, but is not limited to, the following :
Demolition: To include required demolition of interior partitions walls and exterior walls as well as selective demolition of exterior elevation and structural components to accommodate new construction
Site Development: Site retaining walls and pavements.
Structure: Concrete drilled piers, grade beams, structural steel and elevated slabs as well as modifications to the existing buildings to accommodate the revised program including infilling in certain areas and demolition of the floor slab and other structural components.
Exterior Envelope: Exterior building materials consist of brick, natural stone, aluminum windows, GFRC. Roofing systems will primarily be urethane coated foam with some areas consisting of singly-ply membrane. The existing foam roof will be recoated.
Interior Partitions: Interior partitions primarily consist of metal stud framing with gypsum board.
Interior Finishes: Interior finishes consist of ceramic tile, painted gypsum board, Carpet, VCT, vinyl base, wood trim, acoustical ceiling tile, wood panels.
MEP Systems: HVAC is VAV system with large air handling units tie to central steam and chilled water. Electrical service to support all systems as well as provide convenience outlets throughout building. Communications tied to campus system to provide connectivity throughout building.
Carroll County Middle School Renovation and Addition
Carroll County Middle School Renovation and Addition
This project consists of a major renovation to the old gym and a gym basement to convert to educational classroom spaces; and an addition which will primarily hold a new gymnasium, a classroom, and applicable support spaces. The renovation areas will include approximately 15,000 sf of renovation space that will provide updated spaces for Resource rooms, a Music Room, a Special Education room, a Project-Lead-The-Way space, a collaborative STEAM education space, a Band Room and an elevator. The addition will include a two-story facility with approximately 25,000 sf of new space on the first floor which will include a Gymnasium, coaching offices, locker rooms and one classroom. The upper floor will consist of approximately 8,000 sf which will include a walking track and an open health and wellness area.
Construction for the renovation will include but not be limited to a new shingled roof, wall partitions, mechanical, electrical plumbing upgrades, new interior finishes and an overall renovation of the space. One elevator to reach all levels is also included.
Construction of the addition will include but not be limited to a new thermoplastic membrane roofing system, a new concrete masonry load-bearing wall structure with a metal truss and joist system with metal deck for the roof and upper flooring areas. Foundations will consist of concrete footers, stem walls and displaced aggregate piers. The addition will be equipped with new interior finishes, mechanical, electrical, and plumbing systems as well.
The project will include a geothermal water source heat pump with centralized pumping. The gymnasium addition will be served with packaged DX rooftop air handling units. The building will be 100% protected with a wet fire suppression system. The HVAC system will be controlled by a web-based direct digital controls system. The building will include a code compliant sanitary sewer system. The addition domestic hot water will be served by two electric water heaters. A new 2000A system 208Y/120V electrical service will be added to the building to accommodate the addition achieved by replacing the existing pad mount transformer on site. Gym lighting and down lighting will be LED while all other interior lay-in lighting will be energy efficient fluorescent. Lighting controls will be local to the spaces, consisting of power packs and occupancy sensors to comply with energy code requirements. All existing low voltage systems will be expanded to accommodate all new areas of the building.
Provisions to ease in accommodating future solar panels will be integrated in the design.