The project shall consist of constructing additional Portland Cement Concrete pavement to increase the width of the taxiway to 75 feet. Work includes earthwork, drainage, electrical and sodding.
The project includes the construction of four new structures, new football field lighting and related site work. The new structures are: Alternative School and Field House building to include classrooms as well as athletic locker and training spaces; Restroom and Concessions building; Softball Press Box buildingl Bleachers of metal and aluminum construction on concrete footings with fully enclosed prefabricated 420sf press box.
The project consists of a 8,750 SF, one story office building, with frame construction on a slab on grade, and with stone veneer, synthetic plaster, and a shingle roof. The site of the new building is on KY Route 321, just north of Prestonsburg.
RFB-25-13
This project includes removal of existing sound system, house/stage light fixtures and installation of new sound system, house/stage light fixtures in the Auditorium. Project scope includes installation, power and control wiring and integrating new light fixtures into the existing lighting control system.
RFB-28-13 Consequence Management Building Site Prep
RFB-28-13
This project is for the construction of an earthen building pad and two detention basins for a proposed warehouse building. This project is for the building pad and related drainage only and does not include the warehouse building or pavement. The site is located at the Northern side of Bluegrass Station, on the South side of the Tactical Road. Approximately 138,512 cubic feet of material (excavation) is required for the pad construction.
RFB-21-13 Roof Replacement Science Building Southwest Campus
RFB-21-13
The work consists of replacing roofing on the roofs of the Science Classroom Building
located on the Southwest Campus of Jefferson Community & Technical College in
Louisville, Ky.
The Science Classroom building roof system is approximately 19,500 sf and is
comprised of a coal tar pitch and 4-ply membrane with ballast over 5 1/2″ of fiberglass
insulation on top of metal decking. Structure and deck slopes to drain at 1/8″ foot to
achieve drainage. This system shall be removed down to the roof deck and replaced
with a new roofing system comprised of 2-ply modified SBS roof membrane over two
layers of 1 1/2″ thick polyisocyanrate insulation and 3/4″ perlite cover board. Flashing
will be foil faced modified type on parapet walls. In addition; parapet flashings shall be
replaced with new SBS foil faced flashing that extends over the top of parapet walls
and parapet caps shall be removed and replaced with new pre-finished metal cap.
RFB-22-13 Clinton Roberts Group AML Reclamation Project
RFB-22-13
AML elected to regrade the slide area to achieve design slopes and construct gabion walls to restrain the regrade material above it. Also, close the mine portals and construct appropriate drainage and sediment control. To minimize erosion from the site, straw bales will be utilized.
All areas disturbed as result of any construction activities shall be revegetated in accordance with regional, regulatory and project standard, using agricultural limestone, fertilizer, seed (General seed mix), mulch and netting. For continued description, see Special Conditions.
RFB-23-13
Most of the removed rock from the gabion walls will be used to backfill behind the proposed concrete gravity wall. Any excavated onsite material will be placed in the waste area across from the road on the property of Jerry and Sheila Little.
Site preparation for the areas includes clearing of vegetation, removing any existing drain pipes, gabion baskets and disposal of any trash and domestic debris within the project limits. To minimize erosion from the site, straw bales, silt fence and rock checks will be used. All areas disturbed as a result of any construction activities shall be revegetated in accordance with regional, regulatory and project standards. For continued description, see Special Conditions.
The project encompasses a 2,780 square foot renovation of the Second Floor of the Warren Wright Medical Plaza to accommodate the relocation of the Orofacial Pain Clinic.
The program of work consists of the installation of approximately a total of 1,354 LF of 8″ gravity sewer main, seven (7) manholes, and pump station removal, including all related appurtenances.
Georgetown, KY
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Pineville Housing Authority
Pineville Housing Authority
Installation of Flooring and Entry Doors and Hardware in Dwelling Units
RE-ADVERTISEMENT OF RFB-9-13 Supplemental Vehicular Guard System
RFB-26-13
Supplemental Vehicle Guard System – Lexington World Trade Center Garage Project is comprised of the following work on all levels of the garage.
1. Installation of bollards that are surface mounted to the garage deck.
2. Installation of supplemental vehicle guard systems between existing concrete columns at the garage northwest and southeast exterior walls.
3. Concrete column vertical extensions at the top level of the garage for installation of supplemental vehicle guard systems.
4. Installation of supplemental vehicle guard systems that are surface mounted to the garage deck at miscellaneous locations.
5. Installation of a supplemental vehicle guard system that is surface mounted to the garage deck at level 2.
The work will be performed in phases to limit closure of vehicle parking spaces. Specific limits on the number of vehicle parking spaces that may be closed in each phase are included to ensure the garage remains open for business.
RFB-19-13 Three Bay Storage Building Woodsbend Youth Development Camp
RFB-19-13
Work of the Project includes new construction of a 3-Bay Storage Building, destroyed
by a tornado in March 2012. The building has (1) split-face CMU walls to 6’-0″ with
wood stud framing continuing to roof system; (2) roof rafters are wood I-joists; (3) walls
and roof to have plywood sheathing/deck with manufactured metal siding/roof panels;
(4) overhead garage doors and hollow metal door/frame; (5) reuse of existing concrete
slab as floor surface inside new storage building. Work also includes limited electrical
work required for convenience outlets, and new interior/exterior lighting, as shown on
the Electrical Sheets.
The scope of work will include installing new HVAC in select communications rooms to accommodate the new heat loads, providing additional power receptacles for the UPS equipment, and upgrading the data network in the clinics. Also includes are new data and power outlets located throughout the clinics. The project also includes the expansion of an existing telecommunication room and all associated painting, patching and finish work with the installation of new devices and construction.
The project consists of replacing eight side by side corrugated metal pipes with a bridge on Gaines Road in Scott Co, KY and reconstructing the approaches and installing guardrail.