The program of work for which bids are to be submitted consists of the removal of the existing sludge hose pumps, equipment pad, existing control panels and VFDs, associated conduit and wiring and the installation of new in-line macerators and rotary lobe sludge pumps, new control panel with VFDs, equipment pad, overhead coiling door, aluminum grate, miscellaneous piping and valves, re-connecting electrical service and SCADA control wiring for
the Georgetown Municipal Water and Sewer Service Wastewater Treatment Plant No. I, including all related
appurtenances, connections to existing force mains and other work for a complete installation.
Housing Authority of Owensboro – Nannie Locke Apartments
Housing Authority of Owensboro – Nannie Locke Apartments
PROJECT DESCRIPTION: The work to be performed consists of: Remove existing vinyl siding and install new fiber cement siding, paint exterior brick, install new entry doors and hardware, new stone veneer privacy fence between decks.
Project Manger Name: Dwayne Brown
Phone: (502) 782-0315
Email: Dwayne.Brown@ky.gov
Estimate:
Fish and Wildlife does not want estimate advertised. Estimated Length of Project:
120 (Substantial Completion) + 15 (Final Completion)
The project is the renovation of an existing shower/toilet building at Camp John Currie. The building is approximately 683 sf slab on grade, single-story construction. The existing interior of the building will be demolished including walls, doors, shower, toilets, sinks, ceilings and other work as indicated. Work shall include but not limited to concrete, masonry, doors and windows, interior finishes, specialties, plumbing, mechanical, and trades.
CCK-2188-17 Research Building #2 – Design Release 5 Fit Out-2425.0
CCK-2188-17 Research Building #2 – Design Release 5 Fit Out-2425.0
Please Note: Addendum 1 has changed the Bid Date
PROJECT DESCRIPTION:
The New Research Building #2 consists of an approximate 300,000 sf new multidisciplinary research laboratory that will be the cornerstone of the University’s
push to become a Top 20 national research facility. This facility is based on the latest improvements in research laboratory design standards, with spaces including a 60,000 SF vivarium, wet lab neighborhoods, computational wing, dining facility,
meeting spaces, interview and imaging suites. A list of trade contracts for this work is listed below.
The Water Treatment Plant – Sludge Holding Basin project will construct a new concrete sludge holding basin, chemical feed building, dewatering pad, sidewalks and associated appurtenances for a complete installation. The project will include excavation (including rock excavation), dewatering, concrete form work, general yard piping, masonry, painting, underground electric feed, on-grade slab work, pumps and controls and all other items shown on plans for a complete and operational system.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of
12301 Saratoga View Court Bank Repair Project , Contract No. 2016-071, Budget ID No. C16202, will be received at the office of MSD until 10:00am, Local Time, January 5, 2017 and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order is for the installation of a 7′ modular wall along the open channel next to 12301 Saratoga View Court in Metro Council District 20.
This work consists of the construction of a pistol pit shooting range complete with shooting station, earthen berms, drainage, ADA concrete parking, concrete sidewalk and other items as detailed in the plans and specifications for the Pistol Pit on Kleber Wildlife Management Area off of Harmony Rd in Owen County, Kentucky.
Work of the Project includes HVAC Renovations, of the Old Administration Building at the Northpoint Training Center in Burgin, Kentucky.
– Two new split system HVAC systems with constant volume fan, D-X cooling, steam heating coil, piping, ductwork and air distribution system.
– New exhaust fans and associated ductwork.
– New attic ventilation fans and intake vents.
– New outdoor air intake louvers and relief air roof vents.
– Electrical wiring of HVAC equipment.
– Installation of a new DDC automation system.
– Miscellaneous associated general construction items.
– Coordination with Air/Water Test and Balance performed under separate contract.
PROJECT DESCRIPTION: Consisting of the construction and/or furnishing of items for the Construction of
New Salt Barn, 401 Bluesky Parkway, Lexington-Fayette County, Kentucky
As a result of a fire in 2016, the main lodge at Jenny Wiley State Park will go through a repair and upgrade project. As a general description, there are four main areas of repair and rework for the building. They are basement level work including reworking of main dining room and buffet line, minor cleaning and repair work in the kitchen area, and a paint and repair of the back of the house / support areas. On the main or first level, work will include finish repair and upgrades in the main lobby including a new reception desk. Also toilet areas will be painted and existing office and sales will be painted and upgraded. The building code exiting requirements will be brought up to date including reworking of the interior stairs and the addition of two exterior exits servicing the bar and meeting rooms. A new mechanical system shall be provided to support the new bar area. This mechanical system will be located in a mezzanine over the top of a newly created storage area off the meeting room. Interior light fixtures will be upgraded to meet energy code requirements, as well as new light fixtures supporting the bar area. Additional plumbing shall be provided to support the new bar. Other general construction items will be addressed including clean up and upgrades to interior finishes, new entry doors off of main lobby, new door hardware where required and other general items.
City of Berea – South Cumberland Street Drainage Project
City of Berea – South Cumberland Street Drainage Project
PROJECT DESCRIPTION:
The scope of work includes the installation of approximately 3,500 linear feet of perforated pipe
underdrain, 26 drain basins, curb, gutter replacement, and asphalt paving. Roadway restoration will include pavement milling, overlay and entrance apron replacements.
Hopkinsville Community and Technical College – Agricultural Health & Career Center
Hopkinsville Community and Technical College – Agricultural Health & Career Center
PROJECT DESCRIPTION:
Furnish all labor and materials to complete each Bid Package listed for the KCTCS – Hopkinsville Community College
Emerging Technologies Building
Bid Packages:
005 – Temporary Fencing
010 – Site Development and Storm Drainage
Anchorage Public School – Windows Replacement 2016
Anchorage Public School – Windows Replacement 2016
Please Note: Addendum 6 has changed the Bid Date
PROJECT DESCRIPTION: Furnishing of all labor, materials and the
performance of all work required for the replacement of existing windows at Anchorage Public School
Estimate:
$769,750.00 Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion) The Joan Bernat AML Reclamation Project is located in Perry County, Hardburly, Kentucky at 37°17’58.48″N latitude and 83°7’29.52″W longitude just northeast of Hazard KY. Directions to the site are; from the Hal Rogers Parkway in Hazard, Kentucky – at the traffic lights at Wal-Mart: continue traveling on HWY 80E for approximately 3.1 miles; turn right onto HWY 1146; travel approximately 1.2 miles to a stop sign; turn right onto HWY 550S; travel approximately 0.1 of a mile and turn left back onto HWY 1146; travel approximately 2.6 miles, drainage issues from landslide can be found here, slide can be accessed by traveling Hardburly Cemetery road to gas well site.
Recent rainfall events developed a mudslide that plugged the drainage devices at Hardburly Road and caused mud and water to enter properties near the Bernat residence. The active mudslide has been dealt with during Phase I and AML is now proposing to reduce future problems by excavating the pre-law push over slide as Joan Bernat Slide Phase II AMLRP. Unstable slide material will be removed from the natural drain using the strip to rock excavation method for the slide area with the cubic yardage measured by survey methods of the slide area. A gabion silt check will be installed below the landslide along with maintenance of two gabion silt checks constructed during Phase I will provide silt control at the slide excavation site, water diverted from the slide along the auger bench to a previous AML reclamation project (Sam Salyers Slide) drains into a Silt Trap which will be maintained during the duration of the contract and removed once water is re-routed into its natural drainage path. Drainage control devices will also include class II ditches, excavated rock ditches and HDPE pipe. Silt Barriers – Bales & Fence along with Rock Checks are proposed for proper silt control at the waste area. Roadway stone bid item is included for “in kind” repairs to roadways as needed to facilitate reclamation work. Filter Fabric and geo-grid have been included as base for ditches. Class II/III rock will be used as directed for backfilling gabion silt checks.
All excavated material will be wasted within nearby waste areas at coordinates 37°18’17.44″N latitude and 83°7’2.48″W longitude, and an existing auger bench just above slide area at coordinates 37°17’51.29″N latitude and 83°7’13.81″W longitude A Hydromulch & Hydroseed bid item is included to revegetate the site/waste areas at the end of construction. Seedbed preparation and Agricultural Limestone bid items are included for the waste areas. A utility relocation bid item is included to replace “in kind” qualifying features as disturbed to facilitate the abatement plan.
Trees of 3” or greater at breast height on auger bench waste area will be removed during dormant season, all other areas are previously disturbed and/or unstable.
Town of Clarksville – Park Avenue Area Sanitary Sewer Replacement Project
Town of Clarksville – Park Avenue Area Sanitary Sewer Replacement Project
PROJECT DESCRIPTION:
This Project involves the installation of approximately 2,400 LF of 8″-15″ gravity sanitary and storm sewers and associated manholes. The project also includes converting and tying the existing sanitary sewer to the existing storm sewer, the transfer and installation of residential
laterals, and pavement restoration.
Estimate:
$278,657.50 Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The Shannon Robinson Slide AMLRP Reclamation Project is located in Pike County, Kentucky at N 37° 25′ 3.41″ latitude and W 82° 31′ 34.16″ longitude near Shelbiana, KY. The site can be reached from the US 119 N/ Cassidy Blvd and US 23 S intersection, by traveling south on US 23 approximately 9.4 miles to the Lucas & Sons Funeral Home. Turn into the funeral home parking lot and then continue left along the fence line to the Robinson home.
Site (Slide) Area
The slide area, behind the home’s side yard, is approximately 3 acres in size. The area will be excavated primarily to rock, with some material left near the toe of the slide to be graded in and help divert drainage into a gabion ditch. Approximately 450 feet of 4’ flat bottom, rectangular gabion ditch will be installed near the south eastern portion of the slide area and extend through the side yard to the driveway. At the driveway two 15” HDPE pipes, along with multi-barrel headwalls on either side will be installed as a culvert to facilitate drainage from the excavated slide area. On the outlet end of the culvert an approximately 540’ Class II ditch will be installed, extending along the roadside drainage area to the existing culvert under the funeral home entrance. Approximately 60’ of Non-reinforced block wall (Type II) will be constructed at the toe of the slide area to hold back the graded material in this area and direct drainage into the gabion ditch.
ECB will be used on the slide transition areas for slope protection and to prevent erosion. Silt fence, or bales, and “S” Fence are proposed for proper silt control. Utility relocation bid item is included to replace “in kind” qualifying features as disturbed to facilitate the abatement plan. Likewise, Bituminous and Road Stone bid items are included to repair “in kind” any damage to the road, driveway, and funeral home parking lot during normal construction activities. A traffic control bid item is also included to provide a warning to motorists, along US 23.
This project is to replace the existing chiller that has failed at Western State Hospital in Hopkinsville, Kentucky. Specifically, the improvement will be replacement of the chiller, valving, piping, controls, and electrical power. The trades involved include, but are not limited to: demolition; mechanical; and electrical.
Robert Westrick Memorial Park Baseball Complex Sporting Lighting
Robert Westrick Memorial Park Baseball Complex Sporting Lighting
PROJECT DESCRIPTION:
Provide electrical service, sports lighting equipment and poles for the Baseball
Complex at Robert Westrick Memorial Park in Carrolton, KY.
Construction Contract: Bids will be received for the following Work:
City of Somerset Sewer Department – Sugar Hill Pumping Station Rehabilitation
City of Somerset Sewer Department – Sugar Hill Pumping Station Rehabilitation
PROJECT DESCRIPTION:
CONTRACT 177-16-01 (74)
Complete construction of 1 duplex, 320 gpm submersible pumping station with
pumps, wetwell, valve vault, connecting piping, electrical equipment, force main tie-in,
and all accessories as shown on Plans and Specifications. Work will also include
selective demolition and decommissioning of existing Sugar Hill Pumping Station.
Purchase and Installation of Construction Specialty Signage Materials – 3769
Purchase and Installation of Construction Specialty Signage Materials – 3769
PROJECT DESCRIPTION: A price contract for a portion of Louisville Metro Government’s need for
Purchase and Installation of Construction Specialty Signage Materials for a twelve (12)
month period.
Louisville-Jefferson County Metro Government, Facilities Management is soliciting proposals for the Purchase and Installation of Construction Specialty Signage Materials
Bidders must submit all pages of bid document.
Mark envelope with Bid Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
City of Taylorsville – Simpson Creek Waterline Relocation/Horizontal Drilling Project-Contract 20
City of Taylorsville – Simpson Creek Waterline Relocation/Horizontal Drilling Project-Contract 20
PROJECT DESCRIPTION: The project includes but is not limited to the following:
CONTRACT 20 – WATERLINE RELOCATION
a.) 320 L.F. 6″ C-900 DR14 PVC Waterline
b.) 100 L.F. I” CL 200 HDPE Service Line
c.) 3 EA 6″ Gate Valves
d.) 120 L.F. 8″ HDPE Horizontal Directional Drilling
Estimate:
$ 95,252.50 Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The site is near Hyden in Leslie County, KY at coordinates N 37° 09’ 10.85”, W 83° 21’ 34.88”.
A previously disturbed off site waste area is located at coordinates N 37° 08’ 56.23”, W 83° 21’
14.22”.
FELTNER SITE –
The project will consist of excavating two slide areas to rock. The first slide area, above and
behind the Feltner home, has approximately 2,400 cubic yards of unstable material. The second
slide area has approximately 2,000 cubic yards of unstable material and is impacting KY-80
below. The excavated material will be taken to the previously disturbed waster area and placed
on an existing bench as requested by the landowner. Other construction elements on site include
a hoe rammed ditch on the western slide area to help channel water towards the road culvert
underneath KY-80. Two open portals in this western area will also be closed and a Class II ditch
will be installed to help divert water from the eastern most portal to the excavated area and hoe
rammed ditch. Two more portals will be closed near the Feltner residence and a sub-drain will
be installed to carry portal drainage to the natural drain just to the west of the portals. Another
sub-drain will be installed between the excavated area behind the Feltner residence and the
driveway. The sub-drain will terminate into a drop box and then an 18” HDPE pipe will be
installed beneath the driveway to channel drainage down the hillside towards the roadside ditch.
A temporary access road will be built along the western side of the Feltner property in order to reach the western slide area. A temporary crossing will be installed to cross the natural drain
separating the eastern and western areas of the project and the access road will then meet up with
an existing bench area.
Silt Bales & Fence for silt control will be used during the duration of the project. A utility
replacement bid item is included. Roadstone and Bituminous Repair bid items are also included
to repair “in kind” any damage to the driveway during normal construction activities. Traffic
Control is included to advise motorists of the reclamation work. All disturbed areas will be
revegetated by hydro-seeding and/or hand seeding upon completion of construction.
No trees less than 3” in diameter at breast height will be removed prior during active bat season.
