Estimate:
$ 83,139.00 Estimated Length of Project:
August 5, 2017 (Substantial Completion) + August 20, 2017 (Final Completion)
Project includes upgrades to Scoggan and McDaniel Buildings at the Kentucky School for the Blind. New VCT in selected rooms and corridors.
The Scoggan Classroom Building was originally constructed in 1963 and is a 40,669- square-foot facility. The McDaniel Classroom Building was originally constructed in 1985 and is a 23,774- square-foot facility.
City of Versailles – Old Dry Ridge Road Sidewalk Project
City of Versailles – Old Dry Ridge Road Sidewalk Project
PROJECT DESCRIPTION:
The project consists of construction of a 5 foot sidewalk along the north side of Old Dry Ridge Road, beginning near the intersection of KY 33 and Old Dry Ridge Road, continuing
across Rose Ridge Road, and ending at the intersection of Cedar Ridge Lane, which is the
eastern terminus of Old Dry Ridge Road. The new sidewalk will tie to existing sidewalks at all three intersections and requires no ADA access accommodations since the existing walks already include ramps and the new sidewalk crosses two field entrances at-grade.
Knox County Detention Center – Special Inspections RFB
Knox County Detention Center – Special Inspections RFB
Please Note: Addendum 2 has changed the Bid Date
Special Inspection and Testing will include the following categories:
1. Inspection of Fabricators
2. Concrete Construction
3. Masonry Construction
4. Steel Construction
5. Fire-Resistant Penetrations and Joints
PROJECT DESCRIPTION:
The University of Kentucky desires the services of an experienced and highly qualified Design/Build firm to provide all final design and construction services for an approximately 21,500 Square Foot AGR Fraternity House to be located in the University of Kentucky Greek Park near the Campus of the University of Kentucky, in Lexington, Kentucky at the corner of Rose Lane and Woodland Avenue. House includes 17 2-bed units and 2 4-bed ADA units for a total of 42 beds, supported by living and study areas, as well as an in-house kitchen and dining area to serve residents of the house.
The design/build firm selected would provide all design and construction services necessary to construct the facility in accordance with the guidelines, standards and limitations contained in the Request for Proposal.
This project is a phased replacement of existing HVAC systems throughout a building that has administration offices and classrooms. New systems include self-contained classroom air conditioners, variable speed DX gas fired rooftop units for small zones, and a larger VAV DX gas fired rooftop unit that serves many zones with VAV boxes with hot water reheat. An alternate for boiler and hot water pump replacement is included. All new BAS controls are required for the new systems.
Project includes new door for roof access and new ceilings in areas where VAV boxes and new ductwork are being installed. Electrical and fire alarm work is associated with the new HVAC system. Existing lighting will remain and be reinstalled in new ceilings as required.
Structural improvements are required for new rooftop unit support.
Estimate:
$177,727.50 Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The site is located along Bowen Lane along Rockcastle Creek. It is located off of Kentucky Highway 3 in Inez, Martin County, KY at coordinates N 37° 55’ 0.60”, W 82° 32’ 55.45”. The project consists of constructing a 6 foot high Non-reinforced block wall and 190 linear feet of sub-drain behind the Willie Johnson residence. A sub-drain will be placed behind the wall to help catch water that is saturating below Bowen Lane from a previous OSM reclamation project and an additional sub-drain will be placed in front of the wall. A pipe will be replaced under Bowen Lane and all sub-drains will tie into pipes until an elevation below the Johnson residence. At this point the drainage will be conveyed across the bottom land via a Concrete Block Tied Mat Ditch where it will enter into Rockcastle Creek. Waste material excavated from the project will be back-stowed above the wall to the extent practical, with additional waste being placed in a waste area along a highwall that was previously used by a Kentucky AML High Priority Project off of Johnson Bottom Road to the north (N 37° 55’ 28.44”, W 82° 33’ 3.09”).
During the process of these construction activities no trees over 3 inches in diameter at breast height will be damaged or disturbed.
Project Description: In conjunction with the construction of a 52,050 square foot, two story classroom building being constructed under a separate contract, supply and install the geothermal wellfield.
In conjunction with the construction of a 52,050 square foot, two story classroom building being constructed under a separate contract, supply and install the machine room-less hydraulic elevator is being performed under a separate contract.
PROJECT DESCRIPTION:
Furnish all labor, materials, equipment and services
required to complete all work for Lexington Fayette Urban County Housing Authority – Glen Arvin 10 Townhomes 366-370 Glen Arvin Avenue
Lexington, Kentucky
Estimate:
$277,945.00 Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The site is located on Hwy 550 in Floyd County (Lat: 37°, 30’, 48.55”, Long: 82°, 49’, 2.36”).
Drainage issues and a slide have developed on the Osborne property from mining on the property. The problems will be corrected by constructing steel piles in front of the house and a rock toe buttress in the yard as well as ditches to direct the runoff away from the property.
Excess excavated material from the construction activities will be taken to a waste area approximately 2.5 miles away near Hwy 80 (Lat: 37°, 29’, 4.4”, Long: 82°, 49’, 34.1”). The waste area is also being used for the Wayland Stream Stabilization project.
Site Preparation includes clearing and grubbing of vegetation. The construction area at the site and at the waste area will be revegetated using residential seeding. Hay bales and silt fences shall be installed for silt and erosion control. A hoe ram bid item is included for excavation work needed for the ditches, subdrains and retaining walls.
A landscape allowance is included to replace “in kind” landscape disturbed as needed as part of normal construction efforts
The Fire Alarm System will be removed and upgraded per the 2015 Kentucky Building Code with Current Revisions and the 2013 National Fire Alarm and Signaling Code at the Argo McClure Building, located on the Kentucky School for the Deaf Campus, 202 South Second Street, Danville, Kentucky. An intelligent, addressable fire alarm system shall be provided in accordance with National Fire Alarm and Signaling Code requirements as well as the requirements of the State Fire Marshall’s Office. The system will comply with all manufacturers’ requirements and shall report compatible alarm signals to the remote central system via an externally mounted dialer. The fire alarm system will monitor any and all sprinkler system flow switches, tamper switches, and duct mounted smoke detectors as well as heat detectors and smoke detectors. A remote annunciator panel will be provided at the Main Entrance Lobby.
The Lighting Systems will be replaced in the majority of the building including new LED lay-in style with energy controls as well as emergency exit signage and emergency lighting units. The majority of the exterior Lighting Systems will also be replaced and controlled with new lighting control relay panels. The Transformer to the Building will be replaced, the electrical services will be upgraded and a Main Distribution Panelboard installed. Several shops and classrooms will receive new power panel replacements, raceway, emergency stop contactors, and new grounding.
The work to be performed shall be commenced at the time stipulated in the Notice of Intent to Award (work order) to the contractor by the Division of Contracting. Substantial Completion shall be within ninety (90) consecutive calendar days thereafter. Final completion shall be fifteen (15) consecutive calendar days after Substantial Completion.
The project consists of complete tear-off of existing gravel-surfaced coal tar pitch roof and installation of new SBS Modified Bituminous Membrane Roof System.
Project includes mechanical systems upgrades to Scoggan and McDaniel Buildings at the Kentucky School for the Blind. Select existing unit ventilators and fan coil units will be replaced. Air handling units in Scoggan will be replaced with new units. Existing fin tube radiant heaters will be replaced to allow for system to function.
New Fan Coil units will be installed at the corridors in the Scoggan building and in the third level of the connector to provide cooling to the spaces.
Piping will be replaced in select areas and new electrical connections provided for new equipment. Cooling is being added to the bridge between the two buildings and to the corridors in Scoggan Hall.
The Scoggan Classroom Building was originally constructed in 1963 and is a 40,669- square-foot facility. The McDaniel Classroom Building was originally constructed in 1985 and is a 23,774- square-foot facility.
Big Sandy Health Care, Inc. – Shelby Valley Clinic Addition
Big Sandy Health Care, Inc. – Shelby Valley Clinic Addition
PROJECT DESCRIPTION:
The project consists of a 3,986 SF addition to the existing clinic building, and
includes a waiting room, treatment rooms, lab, offices, break room, and storage
rooms.
725 East Market Street Storm PSC Installation – Rebid
725 East Market Street Storm PSC Installation – Rebid
Description and location of Project: Install approximately 17 LF of 12″ PVC to Property Line, 5’ Deep; Install Dog House Manhole over single ring brick sewer; Pour 8″ base pad with #5 rebar, 8″ side walls with #5 rebar, 12″ O.C., each way; Dig out 24″ brick down to haunches of pipe; May have to hand dig from 12″ above pipe to haunches; Set flat top on Dog House and core 12″ through concrete wall with boot; Trench cut 10’x10′ and 11’x4′ with 1′ set back, concrete cap trench cut repair flush with existing asphalt surface; All traffic control and permits the responsibility of the contractor; May have to close the road.
725 East Market Street Sanitary PSC Installation – Rebid
725 East Market Street Sanitary PSC Installation – Rebid
Description and location of Project: Install approximately 31 LF of 12″ PVC to Property Line, 7’ Deep; Install Dog House Manhole over single ring brick sewer; Pour 8″ base pad with #5 rebar, 8″ side walls with #5 rebar, 12″ O.C., each way; Dig out 24″ brick down to haunches of pipe; May have to hand dig from 12″ above pipe to haunches; Set flat top on Dog House and core 12″ through concrete wall with boot; Trench cut 10’x10′ and 11’x4′ with 1′ set back, concrete cap trench cut repair flush with existing asphalt surface; All traffic control and permits the responsibility of the contractor; May have to close the road.
WKU-PDC-2018-001 Cleaning / Sanitizing HVAC Systems South Campus
WKU-PDC-2018-001 Cleaning / Sanitizing HVAC Systems South Campus
PROJECT DESCRIPTION:
The project scope:
This project is for the cleaning, sanitizing and encapsulation of commercial heating, ventilating and air conditioning systems located within the WKU South Campus.
Estimate:
$ 59,640.00 Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The proposed project (approximately 2.0 acres total) consists of drainage controls in Perry County. The project area is located on the United States Geological Survey (USGS) 7.5’ Hazard North quadrangle (see the attached project and site maps).
The James Cheek Site consists of installing a subdrain, a concrete block-tied mat, and pipes around the Angie Back residence. The site is located at 28 Tyler Lane, near the community of Bulan, KY. The project area is centrally located at N 37° 19’ 19.20”, W 83° 9’ 6.80”. To reach the site from the junction of Hwy 80 and Hwy 1146 east of Hazard, turn right onto Hwy 1146. Travel approximately 1.2 miles to Hwy 476. Turn left onto Hwy 476. Travel approximately 1.6 miles to Tyler Lane. Turn left onto Tyler Lane. The first house on the left is the Angie Back residence.
Reclamation work consists of installing 285 L.F. of subdrain and finger drains behind the residence, installing 160 L.F. of concrete block-tied mat along the bottom of the hillside, and replacing an existing pipe across the yard with a new 18” HDPE pipe outletting into the existing drain. Class II rock will be placed at the pipe outlet to reinforce the side slopes. Also, a new 18” pipe culvert will be replaced across Tyler Lane road. The existing driveway will serve as the access road and it will be replaced with roadway stone after the construction work is completed. The waste material generated during project work will be used on site as indicated on the site map within the project boundaries.
During the process of these construction activities, trees over 5 inches in diameter at breast height will not have to be removed in the AML problem area and to install drainage controls. A sediment and erosion control program, consisting of such measures as constructing hay bales/silt fence to be maintained throughout the life of the project and prompt re-vegetation using agricultural limestone, fertilizer, seed, and mulch will be implemented on all areas disturbed by this project.
Entry to the work areas will be accessed by the county road, residential driveways, and residentially maintained yards. The entire project work area slated for any excavation has been previously disturbed by any or all of the following: coal mining operations, including mine drainage, timber operations, gas/oil well development, residential development, road construction, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
Description and location of Project: This unit based construction order is for a 12-inch trench drain, pipe and drain, and driveway replacement along Shadwell Lane in Metro Council District 16.
New Albany Flood Control District – New Albany Concrete Floodwall Repairs
New Albany Flood Control District – New Albany Concrete Floodwall Repairs
PROJECT DESCRIPTION: The work involved is described below:
•Coordinate with property owners
•Refurbish gate well hatches, metal steps, railing, and grates
•Refurbish 2 flood wall service openings
•Replace flood levels
•Repair damaged water stop at service opening
•Repair spalls and cracks in the concrete surfaces
•Label each floodwall monolith and gate well with structure number according to plans
•Removal of asbestos within monolith joints
•Replace the joint filler and silicone water seal between each flood wall monolith
•Remove graffiti and repaint
•Seal every monolith and gate well with anti-graffiti sealent
•Remove vegetation along flood wall and any overhanging trees
Beech Spring Farm Sections 1-7 Infrastructure Completion Project
Beech Spring Farm Sections 1-7 Infrastructure Completion Project
Description and location of Project: This unit based construction order is for the Infrastructure Completion Project in Beech Spring Farms in Metro Council District 16.
The project involves the complete removal of the existing DX HVAC system. This will include removal of the existing hot water boiler system, expansion tanks, housekeep pads, circ. Pumps, air separator and controls.
This project will include the installation of a new VRF systems, mechanical ventilation system which includes an energy recovery unit, ventilation air ductwork and the installation of the refg. piping. This contractor will need to make all of the interlocks between equipment.
If Add Alternate #1 is accepted will paint the Drill Walls, windows, doors and frames.
If Add Alternate #2 is accepted install new Epoxy floor finish in the Drill Hall.
Also, this project has a $39,000.00 allowance to expand the existing DDC controls to except the new HVAC equipment.
