Author Archive

4805 Glenna Way Drainage Improvement Project

4805 Glenna Way Drainage Improvement Project

Description and location of Project: This unit based construction order is for a new box culvert along the rear of 4805 Glenna Way in Metro Council District 24.

Project Location: Louisville, Kentucky

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Farmdale Sanitation District – I&I Reduction and Repairs Project

Farmdale Sanitation District – I&I Reduction and Repairs Project

The work to be bid upon is described as follows:
 • Repair approximately 34 Lateral Connections and Install New Cleanouts
 • Make 7 Sewer Line Point Repairs

Project Location: Frankfort, Kentucky

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RFB-100-19 Ross Creek Stream Mitigation

RFB-100-19 Ross Creek Stream Mitigation

Project Manager Name: Josh Morgan
Phone: (502) 564-3155
Email: josh.morgan@ky.gov


Estimate:
$2,595,567.00
Estimated Length of Project:
03/01/2020 (Substantial Completion) + 30 (Final Completion)

This project involves mitigation of approximately 11,427 linear feet of Ross Creek and 7,007 linear feet of tributary streams with ephemeral, intermittent, and perennial flow regimes. To meet the goal of the project the following scope of work will be required: reshaping of existing channels; re-establishment of new stable channels; construction of in-stream structures; grading on the floodplain; installation of stream bed material, installation of erosion prevention and sediment control measures; installing fence and gates; planting; seeding; mulching; and harvesting, transporting, installing, and maintaining live stakes and vegetative materials. Restoration will include in-stream structures such as constructed riffles, cross vanes, toe wood, log and rock steps, as well as vegetation of the stream banks and establishment of a riparian corridor along the streams. The proposed work consists of restoration and rehabilitation, using Natural Channel Design techniques.

Project Location: Estill & Lee

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Jessamine County Detention Center Addition Renovation REBID

Jessamine County Detention Center Addition Renovation REBID

Please Note: Post Bid Addendum 7 has changed the bid date.

Post Bid Addendum 6 has been issued for the rebid of Bid Package 9 (Laundry Equipment) and 13 (Electrical) only.

PROJECT DESCRIPTION:
Furnish all labor and materials to complete the
JESSAMINE COUNTY DETENTION CENTER ADDITION/RENOVATION

Project Location: Nicholasville, Kentucky

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South Clarksville Redevelopment Sewer Infrastructure Improvements Section 1

South Clarksville Redevelopment Sewer Infrastructure Improvements Section 1

This Project involves the installation of approximately 9,100 LF of 8”-24” gravity sanitary sewers and associated manholes. The project also includes the abandoning of 3,150 LF of gravity sanitary sewer and Pump Station 14 as well as safeloading 2,350 LF of 6” force main.

Project Location: Clarksville, Indiana

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Design and Construction New Roofing System – Lousiville Metro Fire Department Engine 16 Facility – 190061

Design and Construction New Roofing System – Lousiville Metro Fire Department Engine 16 Facility – 190061

The Metro Government is soliciting Design/Build proposals for new roofing replacements on the LFD Engine 16 Facility
(approximately 11,000 SF) located at 1500 S. 6th Street, Louisville, KY. All roof areas on this facility are to be replaced.
Responders are responsible to perform site surveys to familiar themselves with the existing conditions and include
provisions to accommodate all features within their proposal. The existing roof systems are to be removed and new
roof systems are to be installed.

Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.

Sealed Proposals must be uploaded,
submitted, and finalized prior to the closing at 11/09/18 3:00pm. The bid document and drawings
are available on Bonfire and Lynn Imaging, all other forms, documents and attachments are available
on (https://louisvilleky.bonfirehub.com/portal).

Project Location: Louisville, Kentucky

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Louisville Fiber Construction Phase 1 – 190047

Louisville Fiber Construction Phase 1 – 190047

Through this Request for Proposal. Louisville Metro is seeking a vendor to provide a construction quote
for outside plant fiber construction, establish a viable and accountable contractual agreement for fiber
installation and upgrades inside buildings, outside buildings and in public right -of-way to support its
government facilities, as well as peripheral items related to networking and cabling and build a middle mile
fiber network that enables the city to connect our owned and leased facilities, as well as our current and
future smart city assets.

Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.

Sealed Proposals must be uploaded,
submitted, and finalized prior to the closing at 11/12/18 3:00pm. The bid document and drawings
are available on Bonfire and Lynn Imaging, all other forms, documents and attachments are available
on (https://louisvilleky.bonfirehub.com/portal).

Project Location: Louisville, Kentucky

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RFB-108-19 Wayland Portal Closures AML

RFB-108-19 Wayland Portal Closures AML

Estimate:
$ 81,902.50
Estimated Length of Project:
(Substantial Completion) + 120 Calendars Days (Final Completion)

The Wayland Portal Closures AMLRP is located in Floyd County, Kentucky at N 37° 26′ 35.3” latitude and W 82° 48′ 19.9″ longitude in Wayland, KY. The site can be reached from the Garrett, KY exit off of KY-80, by taking KY-7 S for approximately 4.25 miles to the project area on the left.
The Waste Area at N 37° 26′ 47.7″ latitude and W 82° 47′ 59.9″ longitude can be reached by taking KY-7 N, from the project area, approximately 1/4 mile and turning right onto HWY 1086; continuing 1/3 mile and turning left onto 208 Hollow Rd.; and then heading straight up hill to the waste area site.
The Waste Area is a completely disturbed, A1 status Refuse Recovery operation (Permit 836-9038).
Project Area
Three portals are located above KY-7 on the outskirts of Wayland. The portals are draining water, which is causing movement in the hillside below. AML reclamation activities would close the open portals and remove the slide material, threatening KY-7 motorists. The portal area also has dangerous sandstone rock overhangs and sandstone boulders, which would be hoe-rammed into approximately Class II/III sized rocks. The area below the portal would be excavated to rock with ECB transition areas on either side. Excavated rock ditches would be constructed to ensure portal drainage has a direct route to the roadside ditch. Class II ditches would also be constructed along the access road to the portals to divert drainage from the hillside above, into the roadside ditch. An HDPE Pipe and headwalls would be installed beneath the access road entrance to facilitate drainage in the roadside ditch.
Silt fence and/or bales are proposed for proper silt control. A Traffic Control bid item is included to ensure safety of KY-7 motorists while reclamation activities are occurring. A Utility Relocation bid item is included to replace “in kind” qualifying features as disturbed to facilitate the abatement plan. Likewise, a Roadway Stone bid item is included to repair “in kind” any damage to the access roads during normal construction activities.
General
All disturbed areas (site and waste area) would be re-revegetated according to KY AML standards.

Project Location: Floyd

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Lake Cumberland Regional College & Workforce Center

Lake Cumberland Regional College & Workforce Center

Please Note: Post Bid Addendum 06 has rebid the following bid packages: 070, 095, 114 and 125 ONLY.

PROJECT DESCRIPTION:
The Russell County Board of Education project consists of 54,610 square feet of new construction. The project includes sitework, concrete, masonry, structural steel, finishes, mechanical, fire protection,
plumbing and electrical.

Project Location: Russell Springs, Kentucky

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Gateway – Breathitt Campus Renovations

Gateway – Breathitt Campus Renovations

PROJECT DESCRIPTION:
Project Consists of interior demolition and renovation of approximately
8040 s.f. of existing space at the Breathitt Center for use as district Career and Technical Education instructional space.

Project Location: Hopkinsville, Kentucky

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CCK-2355-19 Construction Spline Utilities CUP Pipe Painting WC 09V – 2425.0

CCK-2355-19 Construction Spline Utilities CUP Pipe Painting WC 09V – 2425.0

PROJECT DESCRIPTION:
The New Research Building #2 Spline Utility consists of a new multidisciplinary
research laboratory that will be the cornerstone of the University’s push to become a Top 20 national research facility as well as additional CW and Steam Piping. This facility is based on the latest improvements in research laboratory design standards, with spaces including a state of the art vivarium, wet lab neighborhoods, computational wing, dining facility, meeting spaces, future fit out expansion floors, as well as interview and imaging suites. A list of trade contracts for this work is listed below.

Bid Package #9 Trade Contracts (CCK-2355-19) shall include:
 09V  Pipe Painting

Project Location: Lexington, Kentucky

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Breckinridge County Area Technology Center

Breckinridge County Area Technology Center

Please Note: Addendum 04 has changed the Bid Date

PROJECT DESCRIPTION:
Furnish all labor and materials to complete the
BRECKINRIDGE COUNTY AREA TECHNOLOGY CENTER in Harned, Kentucky

Project Location: Harned, Kentucky

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Housing Authority of Carrollton – Windows and Office Storefront

Housing Authority of Carrollton – Windows and Office Storefront

Addendum 2 has rebid the project.

PROJECT DESCRIPTION:
The project consists of:
Windows & Office Storefront

Project Location: Carrollton, Kentucky

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Housing Authority of Mt. Vernon – Roof Replacement

Housing Authority of Mt. Vernon – Roof Replacement

Please Note: Addendum 02 has extended the Bid Date

PROJECT DESCRIPTION:
The work to be performed at 50 Lovell Lane consists of:

A. Roof, gutter, downspout and metal replacement.

B. Vinyl siding replacement.
Work includes providing all items, articles, materials, operations or methods herein listed, mentioned
or scheduled on the Project Documents and/or herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.

Project Location: Mt. Vernon, Kentucky

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Housing Authority of Mt. Vernon – Carter Drive Water Line Replacement

Housing Authority of Mt. Vernon – Carter Drive Water Line Replacement

PROJECT DESCRIPTION:
The work to be performed at Carter Drive consists of:

A. Waterline and Valve Replacement

Work includes providing all items, articles, materials, operations or methods herein listed, mentioned
or scheduled on the Project Documents and / or herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.

Project Location: Mt. Vernon, Kentucky

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RFB-105-19 DVA – THVC Emergency Generator Replacement

RFB-105-19 DVA – THVC Emergency Generator Replacement

Project Manager Name: David Marshall
Phone: (502) 782-0332
Email:
David.Marshall@ky.gov


Estimate:
$685,230.00
Estimated Length of Project:
152 (Substantial Completion) + 30 (Final Completion)

Project includes the replacement of a 750 KW emergency diesel generator with two new 400 KW natural gas emergency generators. A new concrete pad will be poured for the new generators. The project includes two temporary generators to be provided by Contractor that are wired and functional throughout phases of the project. The existing generator and housing shall be removed by the Contractor.
The project also includes replacing four automatic transfer switches (ATS) in the mechanical rooms, replacing annunciators, and adding a new emergency electrical panel to add load to the emergency system.

Project Location: Wilmore

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RFB-106-19 Re-Ad of RFB-73-19 KCTCS – JCTC Downtown Campus Signage

RFB-106-19 Re-Ad of RFB-73-19 KCTCS – JCTC Downtown Campus Signage

Project Manager Name: Anne Saint-Aignan
Phone: (502) 782-0337
Email:anne.saintaignan@ky.gov


Estimate: $ 89,713.00
Estimated Length of Project: 100 (Substantial Completion) + 7 (Final Completion)

The work encompasses installation of 4 large, backlit signs comprised of aluminum
formed channel letters on 3 buildings of the JCTC Downtown Campus. The buildings
included in the work are Hartford Hall, which receives 2 signs (south and west sides),
Health Sciences Hall, which receives one sign (south side) and Smith Library, which
also receives one sign (south side). The drawings include provisions for power to these
signs. Illumination is LED and controlled by photo-cells. The signs are very large and
will be installed by cranes, lifts or a combination thereof. Staging areas and timing must
be coordinated with the college.
In addition, there is one existing “obelisk” sign located at the corner of 1st and Gray
Streets that is to receive LED backlit panels and cast aluminum letters on the west and
south sides. Power for this sign will be pulled from the adjacent college-owned parking
lot lighting pole.

Project Location: Louisville

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Straub Elementary and Athletic Building HVAC Replacement and High School Boiler Replacement

Straub Elementary and Athletic Building HVAC Replacement and High School Boiler Replacement

Please Note: Addendum 01 has changed the Pre Bid Date

PROJECT DESCRIPTION:
• Straub Elementary School Renovation (HVAC replacement)
• Mason County High School Renovation (Boiler replacement)
• Athletic Fieldhouse Renovation (HVAC replacement)

Project Location: Maysville, Kentucky

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Hickman Water Treatment Plant Modifications

Hickman Water Treatment Plant Modifications

PROJECT DESCRIPTION:
The work to be bid is described as follows:
CONTRACT 428-18-01
Construction of pumps and piping

Project Location: Hickman, Kentucky

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RFB-104-19 DOW – Bullock Pen Lake Dam Rehabilitation

RFB-104-19 DOW – Bullock Pen Lake Dam Rehabilitation

Project Manager Name: Frank Phillips
Phone: (502) 782-0331
Email:
frank.phillips@ky.gov


Estimate:
$11,955,906.00
Estimated Length of Project:
766 (Substantial Completion) + 30 (Final Completion)

Bullock Pen Lake Dam is an earthen dam with a crest elevation that varies from elevation 768.1 feet near the left abutment to elevation 766.4 feet at the principal spillway at the right end of the dam. The dam crest is approximately 670 feet long with an average crest width of about 10 feet. The upstream and downstream slopes of the embankment are 3H:1V and 2.5H:1V, respectively. The maximum section of the dam has a height of approximately 50 feet. The centerline of the dam has an east-west alignment that extends from Rainbow Drive at the left abutment to within about 250 feet of Gun Club Road at the right abutment. The downstream face of the dam faces south toward Lebanon Road.
The existing spillway is an excavated rock channel with a 115-foot wide concrete control section. The dam also has a low-level drain pipe consisting of a 16-inch diameter cast iron bell and spigot pipe with an upstream invert at elevation 720.8 feet (according to historic drawings) and a downstream invert at elevation 719.8 feet. An existing control valve is located at the downstream end of the pipe. The location of the inlet/upstream end of the pipe in the reservoir is unknown.
The dam is classified as a Class C high hazard structure. The design storm for a Class C high hazard structure is the Probable Maximum Precipitation (PMP); however, the existing spillway can only pass approximately 24% of the PMP without overtopping the dam. In addition, within a few years after construction and shortly after initial filling of the reservoir, erosion of the shale in the excavated rock spillway channel in the right abutment was observed, and that erosion continues to progress.
The proposed modifications to the Bullock Pen Lake Dam include the construction of a 12½-cycle, 260-foot wide reinforced concrete labyrinth spillway with a stepped chute over the dam embankment. The proposed spillway is sized to safely pass flows from storm events up to the PMP. Modifications also include raising the crest of the dam to elevation 770.3 feet, providing internal embankment drain and filter systems, re-grading the upstream and downstream slopes of the existing embankment to match the existing slope angles of 3H:1V and 2.5H:1V, respectively, addressing historic seepage issues in the existing spillway, and closure of the existing spillway and spillway outlet channel. In addition to these modifications, the existing low-level drain pipe will be filled with grout and abandoned. A siphon, consisting of a 24-inch diameter high-density polyethylene (HDPE) pipe, will be installed at the left end of the proposed spillway and will serve as the new low-level drain. Miscellaneous site improvements, such as drainage improvements and the construction of permanent site access roads, are also proposed.
A temporary stream diversion and work protection system will also be constructed by the Contractor to allow the lake to be maintained near its normal pool elevation and to provide a minimum 25-year level of protection to the work during construction. A staged steel sheet pile and sand bag cofferdam system will be constructed in the existing embankment upstream of the work area, and flows will be diverted through the existing spillway or new labyrinth spillway depending on the stage of construction. The cofferdam system has been designed by the Engineer; however, the design of additional temporary stream diversion works, and the construction, maintenance, and safe removal of all temporary works will be the responsibility of the Contractor. The Contractor will be required to submit a Control of Water Plan detailing their approach, calculations (where applicable), and proposed sequencing for the temporary stream diversion works.

Project Location: Boone and Grant

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7809 Wolfcreek Court Drainage Improvement Project

7809 Wolfcreek Court Drainage Improvement Project

Description and location of Project: This unit base construction order is for the drainage improvement along the rear of 7809 Wolfcreek Court, which includes 30-inch pipe and 4′ x 4′ catch basin installation in Metro Council District 16.

Project Location: Louisville, Kentucky

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181232 Rowan Call 301

Kentucky Transportation Cabinet

CALL 301 CONTRACT ID 181232 ROWAN COUNTY FD04 103 0060 005-006 : US 60 (MP 5.250) CONSTRUCT TURN LANES INTO LAKESIDE CHRISTIAN ACADEMY TO IMPROVE SAFETY (MP 5.800), A DISTANCE OF 0.30 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 09-00227.00.

Project Location: Rowan County, Kentucky

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181235 Floyd Call 107

Kentucky Transportation Cabinet

CALL 107 CONTRACT ID 181235 FLOYD COUNTY HSIP 9010 (285) : HI HAT – HAROLD ROAD (KY 979) (MP 0.000) CURVE REVISION ON KY 79 FROM KY 112 TO CR 1184 (MP 0.250), A DISTANCE OF 0.25 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 12-00939.01.

Project Location: Floyd County, Kentucky

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181043 Floyd Call 300

Kentucky Transportation Cabinet

CALL 300 CONTRACT ID 181043 FLOYD COUNTY FD04 SPP 036 0122 018-019 : KY-122 CURVE REVISION TO INCLUDE IMPROVED SIGHT DISTANCE AND A LEFT TURN LANE ON KY-122 AT THE KY-680 INTERSECTION IN MCDOWELL, A DISTANCE OF 0.22 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 12-08100.00.

Project Location: Floyd County, Kentucky

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181040 Hopkins Call 104

Kentucky Transportation Cabinet

CALL 104 CONTRACT ID 181040 HOPKINS COUNTY STP BRZ 0203(350) : EASTLAWN ROAD-VETERANS DRIVE(KY-260) ADDRESS DEFICIENCIES OF BRIDGE ON KY-260(MP 2.14) OVER OTTER CREEK .20 MILE EAST OF PENNYRILE PARKWAY, A DISTANCE OF 0.15 MILES. BRIDGE REPLACEMENT. SYP NO. 02-01072.00.

Project Location: Hopkins County, Kentucky

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