The Project Scope is to install aluminum grandstand bleachers and press box along with the demolition of the existing stadium structure. The project scope will include electrical and plumbing work, along with concrete foundations for bleacher structure. Also included are associated concrete slab, fencing, and grading.
The following bids are requested :
1 Turf Field & Running Track
2 Electric
3 Encroachment/Road
4 Field House – General Construction
5 Field House – Plumbing/HVAC
6 Bleachers
The existing 12,875 square feet of building area will be copmpletely renovated and an approximately 3,800 square food addition constructed to the rear of the building. The building addition will be 3-story with 1-level below grade to match the existing building section. Included in the building addition will be both men and women restrooms, a vestibule, multiple louge spaces, an elevator, a stair tower and an exterior roof terrace.
The buildings mechanical, electrical, and plumbing systems will also be updated as part of the project as well as the creation of an outdoor gathering space adjacent to the side of the building.
In general, Bid Package B includes all work associated with the project less demolition, structural work including masonry and steel, geothermal and elevators.
Work Catagories
WC-F General Trades B
WC-G Monumental Stair, Misc Steel
WC-H Finish Carpentry
WC-J Glass and Glazing
WC-K Roofing, Roof Pavers
WC-L Doors, Hardware & Security
WC-M Drywall and Ceilings
WC-N Flooring
WC-P Tile
WC-Q Misc Specialties
WC-R Painting
WC-T Fire Protection
WC-U Mechanical
WC-V Electrical & Communication
WC-Z Final Cleaning
2354.0 Replace AHU-19 and AHU-21 University of Kentucky Good Samaritan Hospital
2354.0 Replace AHU-19 and AHU-21 University of Kentucky Good Samaritan Hospital
Replace the existing 100% Outside Air Handling Units #19 and 21 at Good Samaritan Hospital. These will be replaced with new larger units due to their age and increased ventilation requirements in the hospital. In addition to the unit replacement, this project will also install new duct risers for both units to allow for more airflow to be distributed throughout the building. AHU-21 will also be provided with a low temperature heat recovery chiller to provide low temperature air to the operating rooms.
Woodland Glen 4 Student Housing is a new dorm located on University of Kentucky’s campus within the Cooperstown Drive loop. The new dorm will be approximately 286,000 sf and will be 5 levels. It will be a wood framed structure on a concrete podium.
Bid Package 4
Bid Package 4 is the skin and finishes bid package.
Work Categories Bidding on Nov 14, 2013 @ 1:00 PM
WC04-T Structural and Misc Steel
Work Catagories Biddong on Dec 3, 2013 @ 1: PM
WC04-P General Trades (Messer)
WC04-S Masonry (Previously Awarded)
WC04-U Decorative Railing
WC04-V1 Manufactured Casework – Material Only
WC04-V2 Manufactured Casework – Labor Only
WC04-V3 Granite
WC04-V4 Custom Casework
WC04-W1 FRP – Material Only (Previously Awarded)
WC04-W2 FRP – Labor Only (Previously Awarded)
WC04-X Roofing
WC04-Z Joint Sealants
WC04-AA1 Doors/Frames/Hardware
WC04-AA2 Access Control Hardware (Previously Awarded)
WC04-BB Windows-Vinyl (Material Only)(Previously Awarded)
WC04-CC Windows-Vinyl (Labor Only)(Previously Awarded)
WC04-DD Aluminum Storefront, Curtainwall and Glazing
WC04-EE1 Drywall and Ceilings (Previously Awarded)
WC04-EE2 Insulation
WC04-FF Painting
WC04-HH Misc Specialties
WC04-JJ Wire Partition Shelving
WC04-KK Window Treatments
WC04-RR Tile (Previously Awarded)
Housing Authority of Ashland Accessibility Alterations Phase 3
Housing Authority of Ashland Accessibility Alterations Phase 3
Alterations to ten single room occupancies (efficiencies) converting them to five handicap accessible one-bedroom units in Scope Towers. One Unit in Building 1 and 4 Units in Building 2.
Madison County Utilities District Meter and Automatic Meter Reading System
Madison County Utilities District Meter and Automatic Meter Reading System
Construction shall consist of 1000 5/8” x ¾” Meters or Automatic Meter Reading System with 1000 5/8” x ¾” meters including interface devices, software and all other necessary appurtenances
Lexington Downtown Streetscape Phase 1 Site Amenities Package: South Limestone Street and Vine Street
Lexington Downtown Streetscape Phase 1 Site Amenities Package: South Limestone Street and Vine Street
Consisting of the construction and/or furnishing of items as listed on the Bid Schedule.
The project will require contractors with experience in the fabrication and installation of the following:
1. Custom architectural metals and glass assemblies
2. Custom signing and wayfinding features
3. Cut stone masonry
4. Specialty lighting
5. Streetscape furnishings
6. Site Cast Concrete
7. Planter pot preparation and planting
8. Installation of illuminated street signs
The project will require that contractors are KYTC prequalified for the following trades:
1. i30 – Traffic Signals
2. i37 – Traffic Controls
3. j49 – Decorative Pavers
4. i62 – Masonry Coating
5. j72 – Stone Veneer
6. j28 – Masonry
RFB-128-14
Audubon State Park
Estimate: $149,290.00
This project includes the replacement of an existing nominal 50 ton air cooled chiller and related chilled water pumps and the replacement of an existing cast iron sectional
gas-fired boiler and related hot water pumps. New chiller will be an air cooled scroll compressor chiller and new boilers will be high efficiency gas-fired boilers.
RFB-120-14
Dept. of Highways – Powell County
Estimate: $309,099.00
This Work includes the construction of a 2,000 sf office building at 966 East Pendleton
Street, Stanton, Ky. 40380. The building is slab-on-grade with wood framed walls, 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 will be painted gypsum board, typical ceiling to be
suspended acoustical tiles. Typical ceiling height will be 8’-0”, typical bearing wall to be
10’-1”. 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.
Stanton, Kentucky
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RFB-125-14 Roger Adkins Slide Phase II
RFB-125-14
AML Reclamation Project
Estimate: $734,205.00
The project will remove two slides from the site, clean out the county road ditchline and a highway culvert. The lower slide is the construction access path to the work area. Install a pile and lagging wall along an upper section of the driveway and at the top of the upper slide to stabilize the driveway and to construct a staging area. The upper slide has three parts, the main section in the middle with a central drain, and a left and right slide area. If possible remove all material from the main slide and transition the side slopes into the left and right slides. If in the opinion of the ENGINEER the left and right sides cannot be stabilized then remove the material. If rock ledges are encountered the ENGINEER may require that material be backstowed onto the benches to minimize removal of material from the site.
Construct excavated rock ditches along all excavated areas based on the bedrock contours. Clean out the existing county road ditch and the existing roadside culvert beside the US-23 overpass will be unclogged.
Trees up to 20” diameter will be cleared, chipped, and spread in place to serve as erosion control. The four waste areas have been previously disturbed and used for fill placement. Stringent silt control will be set at the project site and at all waste areas. Controls at the site will include multiple silt traps and rock silt checks set in series. Haybales will be set where appropriate. Disturbed project areas will be mulched and seeded as soon as possible. Surface runoff from disturbed project areas (slide site and waste areas) will pass through a silt trap prior to leaving the site. For continued description, see Special Conditions.
Manchester Road Drainage Improvement Project is a unit base construction order for the 54-inch and 48-inch pipe and drainage system installation. This project is located within the City of Wellington, in Metro Council District 26.
City of Danville Spears Creek Aerated Facultative Lagoon
City of Danville Spears Creek Aerated Facultative Lagoon
Construction of a new aerated facultative lagoon, including new influent pump station, manual screening chamber, aerators, lagoon effluent, control structure, tie-in to existing manhole, fencing and accessories
Approximately 30,000 feet of force main ranging from 1 ½ to 8 inches, 83 residential grinder units, one duplex pump station and miscellaneous appurtenances