CCK-2172-17 UK Cooling Plant #1 – Pipe and Steel Painting and Conduit Replacement Project
CCK-2172-17 UK Cooling Plant #1 – Pipe and Steel Painting and Conduit Replacement Project
Please Note: Addendum 2 has changed the Bid Date
PROJECT DESCRIPTION:
Furnish all labor, materials and equipment required to prepare and coat steel piping, beams, hatches, and ladder of the cooling tower 1.
Replace top steel deck plates
of cooling tower 1 with aluminum diamond plate panels of equal load capacity and as noted on drawings s-5.
Replace electrical and compressed air conduits and junction boxes on top level of cooling tower
platform. New conduits shall be PVC and new junction boxes shall be PVC or fiberglass, rated NEMA 4x. Re-feed existing electrical cabling and pneumatic tubing through new conduits and junction boxes.
Estimate:
$ 93,890.00 Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The project is located on the Jenkins East quadrangle in Pike County. It can be found along Highway 805 N 37° 12’ 42.1”, W 82° 33’ 50.5”. It encompasses approximately 0.5 acres. A small slide at the rear of the house measures approximately 15′ wide and 20’ high. Ground water periodically appears at the top of this slide from what appears to be a coal seam. Water is running through the slide area and keeping the yard area of the Stanley residence saturated. Efforts to contain the slide were done previously with a gabion wall to contain the material and keep it off the residence. This wall was built at the toe of the slide.
Construction efforts include removing the loose slide material from the hill and placing it in a 0.5 acre waste area above the site and on a mined area. A few trees larger than 3” DBH will more than likely be removed in the immediate area of the slide. The waste area is clear of any trees larger than 3” DBH. Drainage will be controlled with excavated rock ditches, class II/III ditches, subdrains, and culvert pipes. Various items such as roadway stone, dense graded aggregate, and bituminous have been added for access and repairs to damage due to reclamation efforts. Silt will be controlled during all phases of reclamation to minimize silt leaving the reclamation area. All disturbed areas will be revegetated using lime, fertilizer, seed, and mulch.
Please note the bid date and time has been changed to October 27, 2016 10:00 A.M. Local Time.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of Glen Lakes Section 2 Infrastructure Completion Project , Contract No. 2016-059, Budget ID No. G16378, will be received at the office of MSD until 10:00 am, Local Time, October 18, 2016 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 Glen Lakes Section 2 completion project located in Metro Council District 19.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be no pre-bid meeting held for this project.
The Engineer’s Construction Cost Estimate for this project is between $20,000.00 to $49,000.00.
The bid documents will be available on, October 3, 2016, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com, or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is Joseph S. Exely. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer David Klotz E-mail: david.klotz@louisvillemsd.org. Questions received less than five days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, Angela Akridge, P.E.
IF THE ENGINEER’S CONSTRUCTION COST ESTIMATE IS $50,000 OR MORE, the Minority Business Enterprise and Woman Business Enterprise (MBE/WBE) participation goals shall be applicable to all contracts and comply with MSD’s Interim Supplier Diversity Policy and Guidelines (Interim Policy). The Interim Policy is considered as one of the elements of responsiveness in a bid. Bidders must subcontract at least 15.0% of the total amount of the Contract Bid price to a certified MBE and 6.0% to a certified WBE, or if the Contractor is unable to meet the goals, must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the Interim Policy. See (MSD Construction-Related MBE/WBE Documents and Forms at http://www.msdlouky.org/insidemsd/diverse ). Each bidder is responsible for careful review of the Interim Policy requirements contained in the bid documents. Failure to comply with the Interim Policy may be grounds for rejection of the bid as non-responsive.
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer, David A. Klotz at david.klotz@louisvillemsd.org
MSD Interim Supplier Diversity Policy and Guidelines for this project is as follows:
15% MBE and 6 % WBE participation is not required for this project
PREVAILING WAGE CONTRACT: NO
LOCAL LABOR PREFERENCE: NO
The Contract will be awarded on the basis of the lowest responsive, responsible bid, subject to the approval of the Board of MSD. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
PROJECT DESCRIPTION:
The work: to be performed consists of:
Grading the site to insta1l new asphalt parking lot, new sidewalk, concrete driveway apron, retention area
and new landscaping.
Lakeside Elementary School Phase II – Bus Access Improvements
Lakeside Elementary School Phase II – Bus Access Improvements
PROJECT DESCRIPTION: The base bid scope of work for Lakeside Elementary School paving improvements includes removal of 3″ of gravel at each geothermal line cut, infill of each geothermal line cut with 3″ of asphalt base, cleaning of the existing asphalt surface and weed and sediment removal, application of prime coat for good adhesion, then installation of 1-1/2” of asphalt surface for the limits shown on the drawing. This work scope also includes milling, wedging and edge key as required to provide smooth transitions back to existing pavement.
Estimate: $113,265.00
Estimated Length of Project: (Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed project (approximately 1.5 acres within the project limit, of which only a portion is expected to be disturbed) consist of improving drainage to reduce or eliminate a saturation problem which has made the back yard of the residence unusable and is threatening a heat pump and the foundation of the residence. Traveling from the Prestonsburg area, the site can be reached following KY 80 west toward the ramp indicating KY 302/Martin/Hazard and taking the ramp toward Wayland/Garrett. At the end of the ramp, turn left onto KY 7 and proceeding for approximately 25 miles to a left onto Hwy. 317. The residence will be at #71 Jet Drive, to the right, at 37° 12’ 26.5” N; 82° 42’ 37.3” W. A waste area is planned roughly 5 miles from the site, off of Ramey Fork Road at 37° 10’ 21.6” N; 82° 40’ 45.4”. The waste area is reached by traveling south down Hwy. 317 from the site until a left turn onto Hwy. 805. Ramey Fork Road is approximately 2 miles down Hwy. 317, on the right.
To dewater the rear of the residence, and that of a neighboring residence, two lengths of a combined subdrain and ECB ditch will be installed. The subdrains will daylight into a concrete ditch which will take the water into Yonts Creek. An existing berm at the site is to be regarded and repaired to control runoff.
Further upslope, three collapsed portals are not intended to be worked. A fourth, open, portal, however, is intended to be closed with wildlife access. Lengths of modified subdrain (rock to surface) are planned to drain significant impounded water into the existing drainage and away from the residences. Limited earthwork is included to reconstruct an existing but damaged earthen berm which has served to keep impounded water from coming down toward the existing residences.
A temporary bridge will be placed atop the existing concrete bridge for access over Yonts Creek during construction to prevent damage.
Utility relocation and replacement, hoe ram, dense grade aggregate and roadway stone are included as may be needed. Steel is include for use in the concrete ditch. Existing fence is intended to be left unaffected during construction activities.
Materials resulting from any tree cutting are not to be placed in the waste area, but are to be chipped on site or otherwise disposed of per the property owner’s wishes. Additional roadway stone is included to maintain access to the waste area.
A sediment and erosion control program, consisting of such measures as hay bales, silt fences, and prompt re-vegetation will be implemented on all areas disturbed by this project. All items related to erosion control must be properly installed and well maintained throughout the length of the project.
The project consists of new PVC roofing membrane installed over existing metal panel roof system. Clean roof surface, loose lay rigid EPS insulation between standing seams, loose lay ½” fiber board insulation over entire roof and mechanically fasten both layer of insulation to existing metal roof. Mechanically fasten .060 PVC membrane roof over insulation. Install all PVC flashings and metal components to complete the installation. Provide crickets where indicated.
City of Greensburg – Utility Relocation US 68/61 Intersection
City of Greensburg – Utility Relocation US 68/61 Intersection
PROJECT DESCRIPTION
The work to be bid is described as follows:
Contract 537-15-01 shall consist of the following:
Relocation of approximately 1,200 L.F. of 8-inch restrained joint ductile iron and 6-inch restrained joint water line pipe, and approximately 605 L.F. of 8-inch PVC and 8-inch ductile iron gravity sewer line and appurtenances. For a complete list of work items please reference the enclosed Form of Proposal.
Sealed proposals will be received until 3:00 PM. Names of all responders will be read aloud
at that hour and date specified and under following conditions:
Proposals received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
Proposers must submit all pages of RFP document.
Mark envelope with RFP Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
Blue Grass Airport – Design Build-Baggage Handling System Replacement & Building Modifications
Blue Grass Airport – Design Build-Baggage Handling System Replacement & Building Modifications
PROJECT DESCRIPTION: The scope of work, at a minimum, will include all work required to provide a baggage handling
system and installed building materials to deliver a project that is fully functional for all users,
including the Owner, TSA and airlines.
A. Existing BHS Description
The existing Baggage Handling System (BHS) contains the following:
1. Ticket Counter Subsystems (TC1, TC2,TC3, TC4, TC5, TC6, TC7)
2. Main Line Subsystem (s) for transport to EDS screening
3. (2) TSA RSEDS Machines to be decommissioned, if required
4. Sortation Subsystem
5. Slope Plate Make-Up Unit
All existing BHS equipment is to be replaced as part of this project.
B. New BHS Description
The proposed Baggage Handling System for Lexington Bluegrass Airport is as follows
1. New Ticket Counter subsystems (TC): All standard size baggage originating at
check-in is to be inducted into the system at one of the new Ticket Counter
subsystems.
2. Main Line Subsystems (ML): Baggage originating at one of the Ticket Counter
subsystems will then travel to one of two redundant Main Line subsystems for
transport to Checked Baggage Inspection System (CBIS).
3. Security Feed Subsystems (SF): The ML subsystems become the SF subsystems
(SF1,SF2) as they enter the CBIS area.
4. The CBIS includes: Two Security Shunt Subsystems (SS1, SS2) for Level 1
screening via existing RSEDS Units, as well as planning for new EDS machines in
the future.
5. On Screen Resolution (OSR1, OSR2) subsystems.
6. The OSR1, OSR2 subsystems receive suspect bags from the SS subsystems vial
Level 1 decision points downstream of the EDS machines.
7. Suspect bags will then travel for the minimum time needed per TSA PGDS (latest
edition) standards so that a Level 2 decision can be made.
8. Alarm (AL)subsystems receive suspect bags from the Level 2 decision point and
conveys them into CBRA for Level 3 screening. Clear Bag (CL) subsystems receive
either Level 1 cleared bags from the SS subsystems vial Level 1 decision points
downstream of the EDS machines, Level 2 cleared bags from the OSR subsystems
via the Level 2 decision points, or via Level 3 ETD stations in CBRA for transport
to sortation.
9. Sortation Line subsystem (SL): The SL subsystem receives CL bags and conveys
them to sortation. This subsystem is to begin at the new ATR.
10. Make-Up unit subsystems (MU): The sortation devices will consists of (2) slope
plate, friction drive make-up units.
C. Building Modification Description
Modifications to the existing building may include, but is not limited to the following:
Relocation of existing ticket counters to facilitate installation of wider ticket counter
take away lines. Relocation / widening of BHS right-of-ways from ticket lobby through
ATO space, and back to the baggage make-up areas. Expansion of the existing TSA
EDS area which is to include, demolition of existing walls, installation of new exterior
wall and associated foundation, floor infill, and necessary MEP. Existing baggage
make-up area roof expansion. Also included is the relocation of an existing emergency
generator fuel tank and associated underground piping.
Work includes providing all required material, labor and equipment to perform selective demolition and associated reconstruction of project improvements on one (1) building identified as the Breeds Barn, located on the Kentucky Horse Park property in Lexington, Kentucky as hereinafter described. Work includes complete removal of an existing asphalt shingle roof and felt underlayment, wood dormer and cupola trim and siding, removal of aluminum gutters and temporary removal of minor roof mounted equipment and devices to be retained and reinstalled as part of the new work. The scope of the project improvements includes installation of new face fastened metal roofing system and trim, application of new fiber cement siding and composite trim on cupolas and dormers, installation of aluminum brake metal fascia trim, installation of new aluminum gutters and reinstallation of roof mounted equipment. There is one alternate bid item which includes the removal of existing fixed wood louvers and installation of new molded fiberglass fixed louvers at all dormer and cupola locations.
Estimate:
$250,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
This project consists of seven (7) different individual sites in Boyd County, KY.
1 The Blanton and Tatarian/Dmoski AML Reclamation Project involves an excessive amount of subsurface water from underground mine works located in a residential area that has flooded the yards. This area stays saturated year around. The proposed project is to install subsurface drainage to collect the water and discharge it into a stream. The subsurface drain will be backfilled with soil from the excavation. The waste material will be disposed of on site. The site will them be seeded and mulched. The site is located behind the houses on Boone Street in Ashland, KY on the Ashland Quadrangle at coordinates N 38° 28’ 9.8”, W 82° 39’ 35.9” (see attached maps).
2 The Billie Butler AML Reclamation Project involves a subsidence void from underground mining that has opened up next to the foundation and the closing a vertical shaft that is located across Chinn Street at the Kyle Hable residence. Both sites will be excavated to determine the extent of the voids. The voids will be filled with a combination of concrete and rock to prevent further subsidence. The top 2 feet will be backfilled with soil. The site will then be seeded and mulched. The site is located on Chinn Street in Ashland, KY on the Ashland Quadrangle at coordinates N 38° 28’ 4.4”, W 82° 39’ 40.7” (see attached maps).
3 The Brandy Wurts AML Reclamation Project involves a subsidence void from underground mine works that has opened up under a shed attached to the garage. The shed will be removed and dispose of at a landfill. As per the agreement with the property owner the shed does not have to be replaced. The site will be excavated to determine the extent of the void. The void will be filled with a combination of concrete and rock to prevent further subsidence. The top 2 feet will be backfilled with soil. The site will then be seeded and mulched. The site is located on Workman Road in Ashland, KY on the Ashland Quadrangle at coordinates N 38° 27’ 0.6”, W 82° 39’ 28.8” (see attached maps).
4 The Debbie Knipp AML Reclamation Project involves the controlling of surface and subsurface water that is seeping thru old refuse into her crawl space under her house. An existing surface ditch on the adjacent property will be reconstructed to an adequate depth to prevent the surface water from flooding her yard and seeping into her crawl space. This water will be discharged into Ellington Run. At the edge of her yard a combination subsurface drain and a surface concrete tied mat ditch will be constructed to prevent water seeping into her crawl space. This water will be discharged into Ellington Run. All waste material will be disposed of on site. The site will then be seeded and mulched. The site is located on Ellington Run Road in Cannonsburg, KY on the Boltsfork Quadrangle at coordinates N 38° 21’ 21.1”, W 82° 43’ 16.5” (see attached maps).
5 The Cannonsburg AML Reclamation Project involves the adequate covering of coal refuse to prevent fires and environmental hazards. The disposal of this material will be by burying the refuse and/or covering the refuse with a minimum of 2 foot of soil material. The existing refuse pile will be regarded to provide positive drainage. Borrow material will be obtained from the site to provide a minimum of 2 feet of cover for the refuse. Surface drainage ditches will be constructed to discharge water into the existing drainage features. The site will then be seeded and mulched. The site is located on Oak Hill Road in Cannonsburg, KY on the Ashland Quadrangle at coordinates N 38° 23’ 51.9”, W 82° 41’ 59.23” (see attached maps).
6 The James Clark AML Reclamation Project involves the construction of proper drainage controls to address the mine water discharge and seepage from and existing mine portal. A temporary bridge will be utilized to cross the Right Fork of Trace Creek. The existing portal will be opened to install proper drainage controls at the portal. A subsurface drain will be constructed along the base of the hill to collect the water seepage. All drainage from the portal and subsurface drain will be discharge into a reconstructed drainage ditch with permanent silt traps. This drainage will discharge into the Right Fork of Trace Creek. The waste will be disposed on site. The site will then be seeded and mulched. The site is located on Route 966 in Rush, KY on the Boltsfork Quadrangle at coordinates N 38° 20’ 44.9”, W 82° 44’ 51.2” (see attached maps).
7 The Carl Ball AML Reclamation Project involves the sealing of a mine portal. The opening is small. An 8” HDPE pipe will be installed in the opening to allow water to flow before sealing it with polyurethane foam and backfilling with 2 foot of soil. The site will then be seeded and mulched. The site is located on Kenview Drive, Ashland KY on the Ashland Quadrangle at coordinates N 38° 28’ 26.3”, W 82° 41’ 35.7” (see attached maps).
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.
McLean County Schools – Marie Gatton Phillips Elementary Gymnasium-Roof & Siding Replacement
McLean County Schools – Marie Gatton Phillips Elementary Gymnasium-Roof & Siding Replacement
PROJECT DESCRIPTION:
At Marie Gatton Phillips Elementary Gymnasium Building in Sacramento, KY, the work
includes: Removal of the existing lower roof system, including gutters, trim and
accessories, and replacement with a new modified bitumen roof system including gutters,
trim and accessories, and; removal of existing vinyl siding and replacement with pre
finished insulated metal wall panels, and; demolition of the existing masonry chimney and
installation of wall and roof framing to support new systems: and other Work indicated in
the Contract Documents.
This contract is for the installation of three (3) diesel powered emergency generators at dorm 10, dorm 12 and pump house at Kentucky State Reformatory (KSR) Correctional Institute, LaGrange Kentucky. The contractor shall provide all materials, labor and equipment necessary for the completion of the project. The project includes the following major items:
1. Three (3) outdoor emergency generators with base mounted fuel tank and weather enclosure.
2. Three (3) automatic transfer switches in NEMA 3R enclosures.
3. Three (3) underground concrete pull boxes.
Concrete pads and operating platform with railing shall be furnished and installed by the owner.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of 4900 Woodsend Road Drainage Improvement Project, Contract No. 2016-060 , Budget ID No. C17083, will be received at the office of MSD until 10:00am, Local Time, October 20, 2016, and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order if for 36-inch pipe, slope and flared headwall, and drainage manhole installation along the rear of Woodsend Road in Metro Council District 24.
This HVAC project is to update various item including but not limited to the
following: Re-Heat Coils, Replacement Steam Vent piping, LPS Piping, LPC
Piping, New VFD, Enlarge Sump Pit, etc. This project also includes 4 alternate bids
including additional re-heat coils, piping, new discharge, etc.
Schedule of Alternates:
* Alternate #1 PROVIDE REHEAT COIL, ASSOCIATED PIPING, RELOCATE
EXISTING AND PROVIDE NEW DISCHARGE AIR TEMPERATURE SENSOR,
PROVIDE HUMIDITY SENSOR, AND ALL CONTROLS REQUIRED FOR
REHEAT INSTALLED COMPLETE FOR AHU-8 SERVING GORHAM HALL.
REFER TO DRAWINGS AND SHEET NOTES FOR ADDITIONAL ALTERNATE #1
SCOPE OF WORK.
* Alternate #2 PROVIDE REHEAT COIL, ASSOCIATED PIPING, RELOCATE
EXISTING AND PROVIDE NEW DISCHARGE AIR TEMPERATURE SENSOR,
PROVIDE HUMIDITY SENSOR, AND ALL CONTROLS REQUIRED FOR
REHEAT INSTALLED COMPLETE FOR AHU-7 SERVING COULTON SUITE.
REFER TO DRAWINGS AND SHEET NOTES FOR ADDITIONAL ALTERNATE #2
SCOPE OF WORK.
* Alternate #3 PROVIDE REHEAT COIL, ASSOCIATED PIPING, RELOCATE
EXISTING AND PROVIDE NEW DISCHARGE AIR TEMPERATURE SENSOR,
PROVIDE HUMIDITY SENSOR, AND ALL CONTROLS REQUIRED FOR
REHEAT INSTALLED COMPLETE FOR AHU-5 SERVING WELDON SUITE.
REFER TO DRAWINGS AND SHEET NOTES FOR ADDITIONAL ALTERNATE #3
SCOPE OF WORK.
* Alternate #4 PROVIDE REHEAT COIL, ASSOCIATED PIPING, RELOCATE
EXISTING AND PROVIDE NEW DISCHARGE AIR TEMPERATURE SENSOR,
PROVIDE HUMIDITY SENSOR, AND ALL CONTROLS REQUIRED FOR
REHEAT INSTALLED COMPLETE FOR AHU-6 SERVING ADMINISTRATION
WING. REFER TO DRAWINGS AND SHEET NOTES FOR ADDITIONAL
ALTERNATE #4 SCOPE OF WORK.
CCK-2157-17 Student Center BP4 Audio Visual and Sitework – 2396.0
CCK-2157-17 Student Center BP4 Audio Visual and Sitework – 2396.0
Please Note: Addendum 4 has changed the Bid Date
PROJECT DESCRIPTION:
The Student Center Renovation and Expansion project is a new low rise multi-purpose building addition to
the existing 1938 Student Union building that also incorporates the existing 1924 Alumni Gym into its
footprint located on the Avenue of Champions at South Limestone Street. Including the 1938 and 1924
building floor areas of approximately 100,000 square feet, the completed building will consist of an
approximate total floor area of 378,000 square feet.
The Work of this project consists of site preparation with the complete removal of the existing 1963, 1982
and 2008 additions to the 1938 Student Union Building, including hazardous materials abatement, the relocation and reworking of site utilities; new construction of reinforced concrete foundations of footings
and piers, grade beams and foundation walls, upon which will support structural steel framing with composite floor decks above grade and at-grade slabs on grade; exterior insulated brick masonry veneer, metal cladding, glazed curtain wall fenestration and roofing on metal decking containing clerestory and
sky-lighting features which make up the building envelope; interiors consisting of gypsum and glazed walls, gypsum and acoustical ceilings and other advanced and well-appointed interior finishes that
complete this technologically advanced and secure facility that provides the essential needs of all
University of Kentucky students, faculty and staff. Efficient and sustainable heating, cooling, lighting and
communications systems are incorporated for safety, security, comfort, energy conservation, and ease of
operation.
Bid Package 04 – Audio-Visual and Sitework
In general, Bid Package 04 includes all of the necessary and required work items and activity needed to
provide completely the building’s integrated audio-visual systems in select rooms and in public spaces
throughout the building in the new construction and renovation areas and to provide the Project’s site work of excavation and final grading, site improvements including concrete paving, bituminous-paved parking
lot, sidewalk and plaza pavers, site walls and seat walls, and site accessories. Landscape plantings, sod
work and seeding will complete the sitework portion of this Bid Package.
CCK-2174-17 Research Building 2 WC07E – Fireproofing Rebid – 2425.0
CCK-2174-17 Research Building 2 WC07E – Fireproofing Rebid – 2425.0
PROJECT DESCRIPTION:
The University of Kentucky received bids for Invitation for Bid CCK-2152-17 on 08/31/16. The Design
Team determined that the specifications did not meet the intent of the work. The University of
Kentucky project team determined that it is in the best interest of the project to issue this solicitation
under revised specifications, as defined in the attached Addendum No. 12 and the revised Form of
Proposal.
In addition, the documents contained in the Bid Package Manual and Invitation for Bid IFB CCK-2152-
17, are incorporated herein by reference including:
Sealed bids will be received until 3:00 PM and publicly opened and all bid prices read aloud
at that hour on date specified and under following conditions:
Bids received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
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
Louisville Metro Government is currently accepting bids for McNeely Lake Park Access Road and Trail per the attached specifications. The selected firm will construct approx. 141 LF of trailhead path to connect the previously constructed trail in Section I to the restroom facilities located in McNeely Lake Park South. It also includes construction of a trailhead and service connection from the end of the Section I roadway to the end of Section I trail as well as earthwork associated with grading of two soccer fields and installation of soccer field lighting. The proposed road and trail installations can be generally confined to East Park Use Area as described in the Master Plans. The type of project work consists of grading, drainage, trail construction, lighting, and other associated project work. https://louisvilleky.gov/government/parks/mcneely-lake-park-master-plan
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
Special Notes or Instructions:
Please contact Milana with any questions about the drawings
Department: Parks
Department Contact (for Planroom Use Only): email: Milana Boz 502-574-6162
CCK-2173-17 Funkhouser Building – Student Account Services – Suite 18 Renovation
CCK-2173-17 Funkhouser Building – Student Account Services – Suite 18 Renovation
PROJECT DESCRIPTION:
THIS PROJECT IS FOR THE RENOVATION OF SUITE 018 IN THE FUNKHOUSER BUILDING. THE MAIN COMPONENTS TO THIS RENOVATION ARE THE INSTALLATION OF A FEW WALLS AND DOORS, NEW CEILING GRID AND ACOUSTICAL CEILING TILES, NEW FLOORING, PAINTING THROUGHOUT, INSTALLING NEW ELECTRICAL FOR THE NEW ROOMS AND NEW CUBICLE OFFICES, IN THE LARGER ROOM, AND HEATING AND COOLING. THERE WILL BE DEMOLITION OF THE EXISTING CEILING, LIGHTING, HEATING AND COOLING, AND MINOR DEMOLITION OF THE WALLS AND DOORS.
