CCK-2370-19 UKGS Fan Coil Unit Replacement Phase 3
CCK-2370-19 UKGS Fan Coil Unit Replacement Phase 3
This project replaces fan coil units in a number of rooms at the University of Kentucky Good
Samaritan Hospital. Work will include freezing the hot and chilled water piping in each room,
demolishing the existing fan coil unit, setting the new unit, and piping up the new fan coil unit.
New controls will be provided with each fan coil unit that will be tied back in to the campus
control system.
City of Hopkinsville – Downtown & Inner City Park Improvement Project – Joe Mumford Park
City of Hopkinsville – Downtown & Inner City Park Improvement Project – Joe Mumford Park
The City of Hopkinsville, acting by and through Community and Development Services, seek the services of a contractor for
the construction work in the Downtown & Inner-City Park Improvement Project, including Joe Mumford Park. The project will
consist of a variety of elements including the installation of a basketball court; installation of a parking area; installation of
sidewalks; installation of other park amenities such as trash receptacles, grills, and benches; installation of a sheltered
picnic area; and installation of landscaping. This project is being bid with unit pricing to include some alternates.
Hardin County Water District No 1 – Fort Knox Wastewater and Stormwater Utilities- Bid Package 1
Hardin County Water District No 1 – Fort Knox Wastewater and Stormwater Utilities- Bid Package 1
Fort Knox Wastewater and Stormwater Utilities – Bid Package 1
• Boatwright Stormwater Improvements
• Eisenhower Wastewater Improvements
• Motor Park Road Stormwater Improvements
• Wilson Sewer Trunk Main Rehabilitation
This project encompasses the selective demolition of 48,224 sf of the Third Floor of the Chemistry/Physics building at the University of Kentucky in Lexington, KY to prepare for an interior fit-up to be issued in a later Bid Package.
ASBESTOS CLARIFICATION: The successful Bidders, after qualification, will enter into a subcontract with Wehr Constructors, Inc. However if any Friable Asbestos Material is
encountered during the Work, a third party separate contract will be entered into directly with the University of Kentucky for its abatement.
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Stormwater
Quality Improvement Project for Lexington & Fayette County Parking Authority – Helix
Garage, Lexington-Fayette County, Kentucky.
Project includes mechanical systems upgrades to a restroom in the South Wing of the Kentucky Exposition Center. Work includes new tile flooring and wall finishes, cabinetry, toilet partitions, plumbing, electrical, painting and demolition.
Work area is Mens Restroom B125.
This is Phase 1 of several Restroom and Meeting Room Renovations.
Sevier County Schools – Pigeon Forge Intermediate School
Sevier County Schools – Pigeon Forge Intermediate School
Please Note: Post Bid Addendum 01 has rebid packages 092 and 099 and added the following new categories: 015,060,064,101, and 107. See Bid Categories for more detail.
The Sevier County Board of Education will receive sealed bids for each Bid Package listed for the new
Pigeon Forge Intermediate School.
Please Note: Addendum 01 has changed the PreBid Date
The project provides for all labor, materials, and equipment necessary to construct a new playground and prefabricated restroom building along with surrounding pavements. The
improvements include associated work such as the removal of existing the existing playground, removal of existing pavements, tree and vegetation removal, utilities, drainage
and grading improvements.
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Riviera Road
Culvert Replacement, Bid No. 140-2018, Lexington-Fayette County, Kentucky.
Estimate:
$240,000.00
Estimated Length of Project:
(Substantial Completion) + 150 Calendar Days (Final Completion)
The John Henry Portals & Drainage Acid Mine Drainage Abatement Project is located
within an unnamed tributary to Line Branch of Jenny’s Creek in Johnson County. The total project area is approximately 7.7 acres, of which approximately 4.0 acres may be disturbed. Abandoned Mines reclamation to be conducted under this project consists of the closure of sixteen abandoned underground mine entries (thirteen open entries will receive bat-friendly wildlife accessible closures, and three collapsed entries will be reopened, fitted with drainage structures, and then be re-sealed), and the collection, control, and treatment of metals-laden acidic mine drainage issuing from those portals and the portion of coal seam outcrop adjacent to them. Drainage will be collected by means of subdrains modified for AMD conditions (noncalcareous backfill and PVC pipe 50% larger than the standard AML subdrain) and conveyed to a sequential alkaline-producing system (SAPS). An aerobic filter wetland will be constructed to
receive the discharge from the SAPS, and the wetland will discharge into an existing
impoundment, which discharges to Line Branch. Any excess earthen material generated by the project that is not utilized in construction of the filter wetland will be placed on the outslope of the existing pond embankment, without raising the level of the embankment. The existing emergency spillway (which is not serviceable due to being above the grade of an adjacent undisturbed area) will be replaced with a 4’ flat-bottom concrete block tied-mat ditch routed through the area where the pond currently discharges when the existing main spillway is overwhelmed. In order to prevent stormwater flooding of the SAPS and/or the filter wetland, the existing drainway will be rerouted around these structures by means of a 4’ flat-bottom concrete
block tied-mat ditch, which will discharge to the existing impoundment.
The entirety of the construction area has been thoroughly disturbed by a combination of coal mining, residential construction, highway construction, and gradework associated with establishment of the existing impoundment. Other than the transitional disturbance associated with the installation of bat-friendly wildlife-accessible portal closures, there will be no disturbance of caves or cave-like structures/habitats. Accessing the portals to be closed, installation of the subdrain and their discharge lines, and construction of the SAPS may disturb trees measuring over 3” diameter at breast-height (dbh). Rerouting of the hollow-drain andinstallation of the SAPS will result in the disturbance of approximately 325 linear feet of existing
stream, which has been previously altered by residential construction and establishment of the existing impoundment. It should be noted that, due to the presence of a relatively heavy AMD discharge from the underground-mined coal-seam, this portion of stream is of very poor quality and is not capable of supporting any other than a very low quality/diversity aquatic ecosystem.
Please note the bid date has been changed to November 20, 2018 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
4010 Rivulet Lane Bank Repair Project Rebid, Contract No. 2019-014, Budget ID No. C19233, will be received at the office of MSD until 10:00am, Local Time, November 8, 2018, 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 bank repair located in the rear of 4010 Rivulet Lane in Metro Council District 11.
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 19, 2018, 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 Tamika Davis E-mail: Tamika.davis@louisvillemsd.org. Questions received less than five days prior to the date for opening of bids will 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, Tamika Davis at Tamika.davis@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
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
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of the CMF PARKING IMPROVEMENTS Project Contract No. 16038, Budget ID No. G09535, Drawing Record No. 16038, Sheet No. 1-23, will be received at the office of MSD until 10:00 AM, Local Time, Thursday, November 15, 2018, and will be publicly opened and read at that place and time.
Description and location of Project: This project will consist of milling and paving the existing parking lot located at MSD’s Central Maintenance Facility (3050 Commerce Center Place, Louisville, KY 40216) off Cane Run Road in west Louisville, KY. Other site improvements include striping; lane re-configuration; removal of berm, tree, shrubs, light poles, concrete curb, and concrete sidewalk; installation of concrete sidewalk, concrete curb, 8′ chainlink fence, canteliver gate (8′ x 18′ gate), and 2 mangates (6′ x 8′); and some drainage improvements.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be a non-mandatory pre-bid meeting held for this project. at MSD’s Main Office, 700 W. Liberty Street, Louisville, KY at 10:00 am Local Time on Tuesday, October 30, 2018.
The Engineer’s Construction Cost Estimate for this project is between $ 800,000.00 to $ 1,000,000.00.
The bid documents will be available on, October 19, 2018, 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 Project Manager, Joseph Exely at: joseph.exely@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 Project Manager, joseph.exely@louisvillemsd.org
MSD Interim Supplier Diversity Policy and Guidelines for this project is as follows:
15% MBE and 6 % WBE participation is required for this project.
LOCAL LABOR PREFERENCE: No
The contract will be awarded on the basis of the lowest, responsive, responsible bid, subject to the approval of the MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
CCK-2369-19 Nutter Field House – Room 110 Renovation
CCK-2369-19 Nutter Field House – Room 110 Renovation
This project converts the existing women’s locker room into a dedicated locker room and lounge area for the gymnastics team. The adjoining nutrition room will also be updated. Renovations include new hardwood lockers, a new wall to separate the locker room from the sink area, new flooring, new ceiling, new LED lighting in the locker area, more power and data, and updated HVAC.
This is a quick project which must be completed prior to the start of the Spring Semester 2019, thus
night/weekend work and holiday work as needed must be accounted for to complete the project.
Casework is N.I.C. GC Will coordinate delivery and install with vendor.
IF the project is in budget a letter of intent will be delivered ASAP to the successful GC and work will
commence.
Estimate:
$213,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The proposed project includes a total of approximately 3.0 acres of disturbance upon two
sites, and consists of the abatement of the hazard posed to the public by seven remnant mine
openings and one mine-associated rock overhang located in immediate proximity to four homes,
the regrading of a landslide and the collection and control of underground mine drainage through
the installation of subdrains and various other drainage control structures.
Chris and Larry Hatton Site:
Work at this site involves the closure of at least two underground mine openings, the removal of a
hazardous rock overhang, the installation of up to 45 linear feet of subdrain along a coal outcrop,
the removal of a pool containing mine drainage, and improvement of the flow-path currently taken
by the drainage by means of culverts, a section of Excavated Rock Ditch, and other miscellaneous
drainage improvements. A third underground mine opening may be encountered during treatment,
release, and backfilling of the existing mine drainage pool. If so, it will also be closed by means
of a Standard Non-Wildlife Accessible Closure. The AML Standard Residential Seed Mix will be
used at this site.
Kathleen Jones Site:
Reclamation at this site includes the construction of Subdrain and Class II Ditch to collect and
contain water draining from an underground mine that is being utilized as a residential water
supply, regrading of a small area of minor instability that is being lubricated by this water, and the
installation of approximately 560 linear feet of subdrain to collect mine drainage seeping from the
base of a slope at the edge of the residential yard. The AML Standard Seed Mix for General
Reclamation will be used in all areas outside of the existing residential yard. All areas within the
residential yard that are disturbed by this project will receive the AML Standard Residential Seed
Mix.
Estimate:
$ $83,970.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The proposed project includes approximately 1.5 acres of disturbance, and consists of the
abatement of a hazard posed to the public by a remnant mine opening located in close proximity
to a public highway and several area homes, and the collection and partial abatement of acidic
underground mine drainage that is flowing from the portal and other nearby non-point sources
along the outcrop of the mined coal seam.
This project consists of a single site, and includes the closure of one abandoned mine
entry, and the installation of drainage controls designed to contain the previously uncontrolled
underground mine drainage and abate at least a portion of the Acid Mine Drainage conditions
originating from this site. Reclamation efforts at this location will include the closure of a single
abandoned mine entry by means of a standard wildlife-accessible closure, the installation of
approximately 240 linear feet of Combination Rock Ditch-Drain that has been modified in order
to prevent clogging by the metal oxide precipitates from the AMD solution flowing from the
underground mine workings. The collected mine drainage will be directed, by means of Class III
Ditch, into the existing hollow drain. Up to 400 linear feet of the hollow-drain will be converted
to Class III ditch in order to add alkalinity to the drainage collected at this site. The Standard
AML Seed Mix for Acidic Conditions will be utilized at this site.
This project consists of adding two new metal/glass canopies and a new entrance sign for MCTC (Maysville Community and Technical College) Rowan Campus. The project address is as follows: MCTC Rowan Campus, 400 Rocky Adkins Tech Drive, Morehead, KY 40351. This is located within the MMRC Industrial Park off Highway 801 in Morehead, Ky, accessed from the Sharkey/Farmer exit on Interstate 64.
Part 1 of the project requires a new electronic campus entrance sign that will be located at the intersection of Highway 801 and the newly constructed Rocky Adkins Tech Drive. Due to the remoteness of the sign location from existing buildings all utilities will need to be provided by the contractor.
Part 2 of the project requires the manufacture and installation of two new steel and glass entrance canopies. One canopy is located over the main entrance and one canopy is located over the Assembly room entrance, both on the front elevation of the new MCTC AMIT building that was recently completed. The main entrance will need to remain open at all times and this will need to be taken into account by the contractor. Temporary barricades will be required. Due to the adjacency to the existing building utilities required for the canopy installation will be provided by the owner. Storage and laydown space will be available on campus but not directly adjacent to the new canopy locations.
The Work consists of structural demolition and general construction, under a single general
construction contract. Demolition consist of removal of all existing building materials for the existing D-10 Office building located behind the New D-10 Office building. Demolished building materials include but are not limited to existing below grade construction, floor slabs, structural steel systems, HVAC units and duct work, plumbing piping and fixtures, electrical wiring and lighting and all other building materials that make up the building construction. No materials will be salvaged. Upon completion of demolition a new parking lot, complete with new light poles and one new landscape island, will be constructed per the construction documents. The successful contractor will be responsible for coordination of capping, sealing and removing existing site utilities.
CCK-2368-19 T.H. Morgan Room 311 & 312A Renovation
CCK-2368-19 T.H. Morgan Room 311 & 312A Renovation
This project updates the laboratory in room 311 and portions of room 312. A new Graduate student office will be constructed in room 311. Upgrades will be made to the existing casework, and laboratory equipment. The existing Graduate student office will be converted into a small procedure room. HVAC and electrical systems will also be updated.
This is a quick project which must be completed prior to the start of the Spring Semester 2019, thus
night/weekend work and holiday work as needed must be accounted for to complete the project.
IF the project is in budget a letter of intent will be delivered ASAP to the successful GC and work will
commence.
The project scope includes construction of approximately 265 linear feet of 10’ wide asphalt-paved walking trail and
associated earthworks, erosion control, etc.
PROJECT DESCRIPTION:
The major components of the project include approximately
825 LF of 16″ HDPE DR9 Force Main, 740 LF of open cut 24″ steel casing pipe,
75 LF of Bored Encasement for 16″ HDPE, 4 ea. 16″ x 16″ butt fusion welded or
MJ sleeve tie-ins, 1 ea. 16″ plug valve, 1 ea. 4″ x 20 LF DR9 HDPE stub-out with
plug valve and cap , 2 ea. air / vacuum release valves and vaults, 150 CY of
flowable fill, and appurtenances.
LFUCG – Town Branch WWTP Thickening Process Upgrades – 137-2018
LFUCG – Town Branch WWTP Thickening Process Upgrades – 137-2018
Please Note: Addendum 03 has changed the Bid Date
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for Town Branch WWTP Thickening Process Upgrades. The project includes replacement of equipment in two (2) gravity thickeners, one (1) carbon adsorber odor control unit with two (2) fans and associated duct and valving, twelve (12) primary sludge pumps and VFDs,
two (2) thickened sludge pumps, two (2) scum pumps, six (6) magnetic flow meters, and approximately 95 plug valves.
Installation of one (1) new thickening centrifuge, with two (2) new thickened sludge pumps, one
(1) thickened sludge hopper, one (1) new magnetic flow meter, and all associated valves, fittings,
piping and ductwork. Installation of three (3) new grinders and one (1) new scum chopper pump.
Project also includes replacement of select doors, windows, and lighting, roof replacement of three (3) buildings, replacement of one (1) air make-up unit, and one (1) energy recovery
ventilator. All work listed here together with all related work as specified and shown on the Drawings.
Housing Authority of Springfield – HVAC Replacement
Housing Authority of Springfield – HVAC Replacement
The work to be performed consists of:
Unit Renovations
HVAC Replacement – remove existing PTAC and install new mini-split system.
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.
