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.
RFB-180-13 New Construction Training Academy Building
RFB-180-13
New Construction Training Academy Building
Estimate:
$3,401,855.00
The Kentucky State Police, Demolition and Construction of Training Academy Building project consists of two new buildings and associated site development. The Administration Building is a 6,127 sf wood frame structure with interior spaces consisting of primarily offices and associated support spaces. The construction is that of concrete foundations, metal wall panel clad wood frame walls, veneer stone base and a standing seam metal roof over wood trusses. The Multi-Purpose Building is a 15,265 sf pre-engineered metal building structure with interior space consisting of primarily cadet training, classroom, multi-purpose training room, dining hall, kitchen, and associated support spaces. For a complete project description see Specifications.
RFB-179-13
Walk-In Cooler and Freezer Replacement
Estimate: $ 45,000.00
This project consists of the installation of a new cooler and freezer at Central State
Hospital, Louisville, Kentucky. The work included the removal of the existing cooler
and freezer, related wiring, piping and related equipment including preparation for
installation of the new cooler and freezer, related required equipment, electrical wiring,
piping and equipment to provide a complete operating cooler and freezer system.
RFB-173-13
Lower Parking Drainage & Remediation
Estimate: $ 98,610.00
The purpose of this project is to correct the damage to the existing parking lot located
off of Oakview Road in Ashland, Kentucky. The project will include the removal of the
existing storm water infrastructures and damaged areas. A new storm water drainage
system will be installed; which will include: storm sewer piping, surface inlets, curb and
gutter, curb inlets, sub grade perforated pipe and concrete headwalls. The existing
damaged parking lot will be demolished and removed and new asphalt and sidewalk
will be installed. The total project is less than 1/2 an acre.
The project will replace the existing two pipe fan coil and unit ventilator HVAC system with a water cooled variable refrigerant volume system. Rooftop units with energy recovery will provide the building ventilation. The new HVAC system will be tied into the District building management system to allow remote monitoring and control of the HVAC system. The electrical scope shall be limited to the power distribution to serve the HVAC system. The geothermal well field for the VRV system is being installed outside of the Contract and shall bring the geothermal piping into the mechanical room.
Jarboe Construction
Woodford Builders
Moore Gabbard Bridges
Trace Creek Construction
Padgett Construction
The Walker Company
JMBA, Inc
Kendall Hart Contracting
Judy Construction
KEBCO, Inc
New Fellowship Hall and Classrooms for the Lexington Chinese Christian Church, 4030 Lexington Rd, Nicholasville KY. The work generally consists of the construction of a new, free-standing building adjacent to the existing church facility. The project will construct a new fellowship hall, kitchen, classrooms, and support facilities. Sitework consists of cut and fill with some borrow from the existing site. The new building contains approximately 9,000 sf and is slab on grade with wood load bearing exterior walls and roof trusses. Interior partitions are metal stud/gypsum board with hollow-metal frames and solid wood doors. Exterior cladding will be vinyl siding with asphalt-shingle roof. The estimated cost of construction for the facility is $1,160,000.
City of Beattyville Streetscape Phase ll REBID
New construction will consist of concrete sidewalks and aprons, steps, concrete curbs, storm drainage, asphalt, crosswalks, site lighting, utility infrastructure, and other miscellaneous items. The majority of the site demolition will be the responsibility of the City of Beattyville, unless otherwise noted.
RFB-174-13
HVAC Installation Jolly Building
$ 35,500.00
Project is for the addition of a HVAC split system and associated electrical containing two interior cassettes with one exterior condensing unit for an existing computer IDF room.
RFB-172-13
Estimate: $400,000.00
HVAC system renovation of the OCTC SE campus facility. Replacement of 12 existing air handling units with new air handling units. Renovation of the existing temperature controls at replaced air handling units and two existing air handling units. Replacement of existing hot and chilled water pumps. Modification of the chilled water and hot water pumping systems.
