RFB-189-13 HRO Building Demolition Military Affairs
RFB-189-13
Boone National Guard Center
Estimate: $ 70,472.00
The Boone National Guard Center DMA HRO Demolition package consists of two buildings and associate site grading. Building 1 (HRO) is a two story structure that includes a two story covered porch. The structure consists of steel structural framing, wood truss roof framing, and concrete slab on grade with footers. Exterior walls include brick and vinyl cladding. Building 2 (EST) is a five year old pre-engineered metal building, slab on grade with concrete piers.
General concrete sidewalk and curb maintenance and construction and new sidewalk and curb construction work to be performed for the City of Frankfort on an as needed, cafeteria style project scope with bid unit prices to remain in affect for a period of one-year from the stated bid opening.
RFB-187-13
Shelbyville Group Home
Estimate: $ 43,323.00
This project involves renovating two bathrooms in the Shelbyville Group Home. The bathrooms are similar except one has a roll in shower and one has a bath tub. The demolition of the project will include removal of the floor, the existing fixtures, and the existing gypsum board from 4’-0” to the floor. New subfloor and joist will be installed. In areas to receive mud set sloped tile floor the joists will be recessed. Both bathrooms will receive new tile floors. A new tile roll in shower will be installed as will a new tub. The toilet and associated grab bars can be salvaged and reinstalled. The vanities will be replaced with new wall mount porcelain lavatories. A goal of the project is to provide durable finishes that will stand up to a high use level. The project includes two alternate bid items which are to renovate the remaining two bathrooms in the same building.
Alternate No. 1: Renovation of Second Roll In Shower Bathroom.
North Bullitt High School & College & Career Center
North Bullitt High School & College & Career Center
At the Contractor’s option, North Bullitt High School College & Career Center, Bid Package 1 – General Construction may be bid individually and/or as a combined bid with the Bullitt East High School College & Career, Bid Package 1 – General Construction.
At the Contractor’s option, North Bullitt High School College & Career Center, Bid Package 2 – Technology may be bid individually and/or as a combined bid with the Bullitt East High School College & Career, Bid Package 2 – Technology.
Shepherdsville, KY Click Here for More Details
Bullitt East High School-College & Career Center
Bullitt East High School-College & Career Center
At the Contractor’s option, Bullitt East High School College & Career Center, Bid Package 1 – General Construction may be bid individually and/or as a combined bid with the North Bullitt High School College & Career, Bid Package 1 – General Construction.
At the Contractor’s option, Bullitt East High School College & Career Center, Bid Package 2 – Technology may be bid individually and/or as a combined bid with the North Bullitt High School College & Career, Bid Package 2 – Technology.
Mt. Washington, KY Click Here for More Details
13-23 / Breckinridge Lane Water Main Grid-Tie Project
13-23 / Breckinridge Lane Water Main Grid-Tie Project
Louisville Water Company is requesting Bids for the installation of 580 linear feet of eight (8)-inch DPW water main along Breckenridge Lane at 4401 Breckenridge Lane. Also included with the project is the installation of 75 linear feet of sixteen (16)-inch steel casing pipe and the installation of two (2) fire hydrants.
RFB-182-13
Kentucky State University
Estimate: $149,800.00
Scope of work includes demolition of existing roof covering, and installation of 2-ply modified bitumen roof system (including tapered insulation and roof drains) at Kentucky State University’s Russell Court Apartments, as well as installation of supplemental drainage, and replacement of metal fascia, and flashing/counterflashing
RFB-184-13 Renovation of Kentucky River Lock & Dam No. 8
RFB-184-13
Renovation of Kentucky River Lock & Dam No. 8
Estimate: $11,957,600.00
The work includes the construction of three 56.42 ft. diameter, concrete filled, steel
sheet pile cellular structures and connecting arc cells along a baseline located at 68.1
ft. upstream and running parallel to the existing Lock and Dam No. 8. The work also
consists of site preparation, water control with fluctuating river levels, east and west
abutment features tie ins, lock chamber modifications, foundation improvements,
channel lining bank protection features, selective demolition, site restoration and
seeding. The west abutment features include the construction of the West Closure Cell
and the West Concrete Control Section. East abutment features include the
construction of the Upper Guard Pier and Lock Wall Connection Cell. Modifications to
the lock chamber will consist of retrofitting the existing concrete bulkhead wall with a
sluice gate and construction of a concrete splash pad immediately downstream of the
concrete bulkhead wall. Foundation improvements will consist of a combination of a
double row grout curtain and a concrete secant wall. The grout curtain will extend from
the left abutment to the right abutment along the alignment of the new dam, existing
lock river wall and upper sill. The concrete secant wall will be positioned near the
middle of the channel to address a region concentrated with highly fractured zones and
voids identified during the geotechnical exploration program. Demolition work shall
include the removal of two existing upper guard piers and selective demolition of the
existing bulkhead wall and the upper gates. The work shall also include access road
construction and/or maintenance.
WKU PDC-2013-055 Job Order Contract-Concrete/Sidewalk Contractor
WKU PDC-2013-055 Job Order Contract-Concrete/Sidewalk Contractor
WKU-PDC-2013-055 Bids are requested by Western Kentucky University, from eligible firms located within a 225 mile radius of Bowling Green, KY (licensed and insured) to establish price contracts for the furnishing of labor, materials, and services for Concrete and Sidewalk Work on facilities utilized by Western Kentucky University. The Contractor shall be capable of providing qualified and skilled tradesman as may be required. All jobs are to include but are not limited to the Contractor acquiring any necessary permits, inspections, and Performance Bonds where required.
Phase VII Expansion Project Contract 15 Anderson Co
Phase VII Expansion Project Contract 15 Anderson Co
Contract 15 consists of a system control computer with appropriate peripherals, base radio modem and remote site terminal units for three booster pump stations, five water storage tanks, two solenoid control valve stations and the central office linked via a wide range common radio network.
Old Highway 11 Water Line Replacement
Construction shall consist of approximately 12,900 LF of 8” PVC waterline, 450 LF of 8” DI waterline, 430 LF of 6” PVC waterline, 29 connections to existing water lines, 18 gate valves, 10 fire hydrants, 2 ARVs, 6 PRVs, 270 LF of road bores, 330 LF of free bores, 200 LF of asphalt replacement, 65 reconnect meters, 3090 LF of service line, and all other necessary appurtenances.
Booneville, KY Click Here for More Details
Barbourville Utility Commission Business Park Infrastructure Contact 1: Water and Sanitary Sewer
Barbourville Utility Commission Business Park Infrastructure Contact 1: Water and Sanitary Sewer
Constructing approximately 1,300 feet of 6 and 8 inch water line and 800 feet of gravity sewer.
Barbourville, KY Click Here for More Details
Woodland Glen Buildings I & II Student Housing Bid Package 3
Woodland Glen Buildings I & II Student Housing Bid Package 3
Woodland Glen Buildings I & II Student Housing consists of two new dorms located on University of Kentucky’s campus between Woodlawn Ave and Cooperstown Dr. This project was previously referred to as Cooperstown Building D & E. The new dorms will have 816 beds and be approximately 291,400 sf that consists of 2 buildings with 5 levels each. The lower level will be a concrete framed platform. The top 4 levels will be wood framed. Site improvements include new site utilities and plaza areas.
Bid Package 3
Bid Package 3 is the exterior skin and interiors bid package.
Work Categories Bidding on April 17, 2013 @ 1:00 pm
13-47 / B.E. Payne Water Treatment Plant High Lift Building Area Improvements 12-Inch Yard Piping
13-47 / B.E. Payne Water Treatment Plant High Lift Building Area Improvements 12-Inch Yard Piping
Louisville Water Company is requesting Bids for the installation of 365+/- LF of twelve (12)-inch Ductile Iron Water Main (Restrained Joint), make connections to two (2) existing mains and restore the site.
Construction of approximately 13,780 linear feet of 8-inch and 12-inch DIP and PVC water mains together with the appurtenances and related work along the following streets: Low Gap Road, Mystic Rose, Washington Trace, Daniels Road and Pond Creek Road in Campbell County, KY
RFB-183-13 Roof Replacement Kentucky Coal Mining Museum
RFB-183-13
Roof Replacement Kentucky Coal Mining Museum
Estimate: $100,100.00
The project is a roof replacement at the Kentucky Coal Mining Museum for the Southeast Kentucky Community and Technical College. The Museum is located in Benham, Kentucky. The existing roof system is a total of approximately 8,000 square feet of ballasted rubber over styrofoam insulation. The existing roof is to be removed down to deck and replaced with a new two-ply modified bitumen roofing system. Existing stone copings shall be removed on a portion of the building and replaced with metal coping. Any existing rooftop equipment, vents, penetrations, etc shall also be flashed in to the new roofing system.
RFB-178-13
Army Aviation Support Facility, Boone National Guard Center
Estimate: $28,393,976.00
The Boone National Guard Center Army Aviation Support Facility (BNGC AASF) project consists of two buildings and associate site development. Building 1 is a 92,922 S.F. structure that includes a 26,338 S.F. two-story administrative office component, a 64,071 S.F. ten-bay helicopter maintenance hangar and a 2,513 S.F. mechanical basement. The structure consists of concrete foundations, steel framing, CMU, structural light-gauge framing, an EPDM roofing system and multiple skylights. Exterior walls include cast stone veneer, utility brick, a metal plate wall panel system and formed metal wall panels. Building 1 is designed with mechanical, electrical and envelope systems to make it net-zero ready. Building 2 is a 30,122 S.F. pre-engineered metal building that serves as an unheated six-bay helicopter storage hangar.
Civil/Site: The site is located along an existing ridgeline and will need large volumes of excavation and fill to bring the site to the finished elevation. Within this excavation, substantial amounts of rock removal are predicted. All rock removed will be evaluated by the onsite Geotechnical Engineer to determine if the rock is suitable material to be used for fill material. This rock will potentially need to be crushed to an appropriate diameter prior to being used for suitable material.
If borrow material is necessary, it will be brought from a few areas initially identified by the National Guard located north of the site. The Contractor shall reclaim all borrow sites with seed and proper grading and shall incorporate any erosion and sediment
control measures required as per the State of Kentucky standards.
The hardstand surrounding the facility is to be concrete pavement. This concrete pavement will serve as a hangar apron, aircraft and helicopter parking, circulation, and storage. The taxiway to the southeast shall be 50-ft wide concrete with 25-ft asphalt shoulders on each side. Also, the concrete hardstand shall have asphalt shoulders located at the south and east of the site.
Asphalt parking shall be located to the north and east of the site. A mixture of heavy duty and medium duty asphalt will be required according to the vehicle usage and circulation.
Regarding site utilities, the Frankfort Plant Board is proposing a 12-inch ductile iron water main. This proposed water main will service the needs of the new facility, in particular, the fire protection needs of the facility. Sanitary sewer is readily available via an 8-inch PVC line to the north of the facility.
The stormwater design shall consist of culverts, proper drainage of the hardstand and rooftops, oil water separators, detention basins for water quantity control, and an erosion and sediment control plan that satisfies all state and federal regulations.
Mechanical: The AASF HVAC systems include a geothermal system with heat pumps serving the shop and office areas and a geothermal radiant floor heating system serving the Maintenance Bays. Ventilation is provided utilizing two dedicated outdoor air units, one serving the shop area, and one serving the office area. High volume low velocity (HVLV) fans are utilized in the maintenance bays for summer ventilation. The Storage Building is mostly unconditioned, with the exception of one geothermal heat pump serving the IDF closet and electric room. A direct digital control system will be installed for all systems in both buildings and interfaced with the existing server on campus.
Electrical: The AASF will be served by a 3000 amp, 277/480 volt electrical service distributed from the main switchboard. The Storage Building will be served by an 800 amp, 277/480 volt electrical service distributed from the main distribution panelboard. Maintenance and Storage Bays will be illuminated by fluorescent highbays. Exterior building mounted and site lighting will be LED. Lighting will be controlled through the building automation system and occupancy sensors. The AASF will also be supported by a 500 kw emergency standby diesel generator connected to automatic transfer switches and a fire pump. A lightning protection system and ground ring is required for the AASF and Storage Building.
