Housing Authority of Owensboro – Wightman Unit ReRoof
The work to be performed consists of:
1. Wightman Unit ReRoof – Removal and replacement including new coding, mechanical,
mechanical, rigid insulation and roof drains.
Project Location: Owensboro, Kentucky
RFB-161-21 KY Dam Village Warehouse Storm Damage Repairs
Estimate:
$300,000.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)
The project consists of storm repairs to the existing maintenance buildings ‘A’ and ‘B’. The work shall include removal and replacement of shingled roof on building ‘A’ and selective removal of the existing shingled roof on building ‘B’. Additional work on building ‘B’ shall include replacement of previously destroyed storage area on West face of building, enclosure of reestablished space with perimeter wall and both sectional overhead and man doors at both North and South facing wall, reestablishment of electrical service to the area previously indicated including service, power and lighting.
Project Location: Gilbertsville
CCK-2526-21 Vaughn Warehouse – Install Hi Speed Roll Up Doors
VAUGHN WAREHOUSE – INSTALLATION OF HI-SPEED ROLL UP DOORS
THIS PROJECT IS THE ADDITION (FURNISHED AND INSTALLED) OF 2 EACH
20’w X 16’h HI SPEED ROLL UP DOORS. ELECTRICAL WILL BE WITHIN 15 LF OF DOOR
OPENINGS TO TIE INTO BY THIS CONTRACT.
Project Location: Lexington, Kentucky
RFB-140-21 Removing and Transporting Huts
Contractor must provide a location within 100 miles of each existing hut location to receive the hut. Upon arrival, the contractor must immediately unload the hut from the trailer allowing it to be returned to service. Contractor may demolish, dismantle, re-use or otherwise dispose of the hut as appropriate.
Project Location: Carrollton, Georgetown, Glasgow
Blue Grass Airport – 2100 Concourse B Compressor Replacement
The project equipment consists of the replacement of the Concourse B Compressor in the
Terminal Building at Blue Grass Airport.
Project Location: Lexington, Kentucky
21-08 / SW Jefferson County Improvements – Lower Hunters Trace 20-Inch Transmiss
Questions: Renee Fromme
Louisville Water Company is requesting Bids for Furnish and install approximately 7,000 Linear Feet of 20-inch PC350 ductile iron pipe and appurtenances between the intersections of Dixie Hwy and Kerrick Lane and Lucille Ave and Greenwood Road, Furnish and install approximately 65 Linear Feet of 4” PC350 ductile iron water pipe at the intersection of Greenwood Road and Lucille Ave. All of the above made ready for use in accordance and compliance with the Contract Documents. All materials to be supplied by the
Contractor.
A pre-bid meeting to discuss the Project and to tour the work site will be held on Wednesday, February 17, 2021 at 10:00am EST/EDT. Location of Pre-Bid Meeting is via Teams Meeting call-in +1 502-709-7361, ID# 15635317#. Attendance at this meeting
is strongly recommended.
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid
opening date. All questions and inquiries must be sent to the Buyer, Renee Fromme_, email at rfromme@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $1,000,000 – $3,000,000. If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a Bid Bond is required. For this Contract, a Bid Bond is required.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in ALL of the following prequalification categories: Heavy Construction – Underground Vault / PRV Work, AND, 4”-16” Ductile Iron Water Mains, AND, 20”-48” Ductile Iron Water Mains. For information about pre-qualification, contact the Buyer listed above.
Award of the Contract will be based on base bid pricing and is at the Company’s sole discretion. Alternate bid(s) may or may not be awarded. The Company will award the Contract to the Bidder presenting a Bid that is responsive to the Specifications, is in
substantial compliance with the Contract requirements, and presents the lowest and best price for performing the Work making up the base bid. The Company may accept the Bid that the Company determines is in the Company’s best interest, which may not necessarily be the least expensive Bid.
Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com.
Click Here for the List of Prequalified Bidders
Project Location: Louisville, Kentucky
21-09 / Stonestreet Road Area Water Main Replacement Project
Questions: Terri Young
Louisville Water Company is requesting Bids for the supply and installation of 1,665 +/- linear feet of six (6) inch DR-18 C900 PVC
water main and 645 +/- linear feet of six (6) inch Pressure Class 350 ductile iron water main. Also included with the project is the
supply and installation of three (3) fire hydrants, and the supply and transfer, renewal, relocation or discontinue of 48 +/- customer
services. Contractor shall supply and install all materials required for the completion of this project.
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid
opening date. All questions and inquiries must be sent to the Buyer, Terri Young, email at tyoung@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $250,001 – $500,000.
If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a Bid Bond is
required. For this Contract, a Bid Bond is required.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories
that apply to this Bid. This Bid requires prequalification in the following categories: 4” – 16” Ductile Iron Water Mains Category
and/or 4” – 16” PVC Water Mains Category. For information about pre-qualification, contact the Buyer listed above.
Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and
www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available
at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the
category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to
www.lwckyplanroom.com.
Click Here for the List of Prequalified Bidders
Project Location: Louisville, Kentucky
McLean County Regional Water Commission – Calhoun Tank Water Transmission Main
The work to be bid is described as follows:
CONTRACT 601-20-01
Installation of approximately 7,350 linear feet of new 6-inch and 8-inch water
lines and appurtenances. This Project also includes the installation of a master meter
and vault, and relocation of a check valve.
Project Location: Calhoun, Kentucky
RFB-160-21 – Murray Office Renovations
Estimate:
$195,500.00
Estimated Length of Project:
120 (Substantial Completion) + 30 (Final Completion)
The project is the interior renovation of an existing two-story office space within a post-frame wood construction structure. Work shall include office renovations, new steel-framed stair, new wood-framed mezzanine storage and stairs, new toilets and sink, life safety modifications, new split HVAC systems, new LED lighting and power modifications.
Project Location: Murray
City of Lancaster – Campbell Street Drainage Project
Campbell Street Drainage Project, HMGP DR4216-011
The project site is located on South Campbell Street between Buford St and Government Alley. The work includes
but not limited to: storm drainage culverts, concrete curbs/pavements, and asphalt.
Project Location: Lancaster, Kentucky
City of Taylorsville – Furnishing Pipe for Bloomfield Road S.R. 55 Waterline Replacements
The project includes but is not limited to the following:
PIPE MATERIAL FOR WATERLINE REPLACEMENTS – BLOOMFIELD ROAD – S.R. 55
a) 31,200 LF 6″ C-900 DR14 PVC Waterline
Project Location: Taylorsville, Kentucky
Clark County Board of Education – Board Office Roof Replacement
This project includes complete removal of the existing roof system including
insulation down to roof decking, removal of existing edge metals and gutters, and installation of new
thermoplastic roof membrane system including new edge metals and gutters.
Project Location: Winchester, Kentucky
Lake Cumberland Housing Authority – Window Replacements at the Plum Tree & Royal Lodge Apartments
Sealed bids for window replacement at the Plum Tree Apartments for the Lake Cumberland Housing Agency,
Somerset, KY.
Project Location: Somerset, Kentucky
CCK-2525-21 Med Science – MA2 Valve Replacement
This project will replace multiple valves over multiple outages on an AHU that services DLAR
rooms. Scope of Work (SOW) will include providing new valves, and working with the
University’s ‘Outage Team’ to coordinate times for outages and finalizing controls are
compatible with our builds system.
Project Location: Lexington, Kentucky
2020 CCMG Round 2 Resurfacing Project
The project consists of asphalt resurfacing, sidewalk
replacement, and curb ramp improvements on Third Street from Monroe Street to Wilson Street, and on
Wilson Street from Fourth Street to Second Street. Both streets are associated with the 2020
Community Crossings Matching Grant program and award.
Project Location: Orleans, Indiana
RFB-159-21 Wade Martin Slide
Estimate:
$176,557.50
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The Wade Martin site is located at 98 Sly Branch Road in Knott County, KY at coordinates N 37° 23′ 21.40″, W 82° 46′ 50.10″. There is a slide approximately 350’ long and 185’ wide in the hill to the Northwest of the Martin residence, and that slide threatens to clog a nearby culvert and cause flooding on his property. There are also portals on the hillside which need to be closed for safety concerns. The site was first inspected on 4/19/2013, and the last inquiry was re-checked on 3/10/2015.
To address these concerns, the slide area will be stripped to rock. This project is estimated to generate 10,115 cubic yards of material to be taken to the waste area and will require clearing/chipping of trees from the slide. Access to the slide will be through the Wade Martin property and is marked on the plans. There may be a need to replace the 48” pipe culvert that Mr. Martin has been cleaning out; that determination will be made onsite by the supervising engineer. A rock silt check will be placed in the drain above that pipe if deemed necessary by the engineer. A temporary low water crossing (AML 50-10-7) for access to the slide will be installed as well. The portals above the slide will be closed with standard wildlife closures (AML 40-20-2).
Material generated by this project will be wasted on-site. The primary waste area for this project will be located above the slide as marked on the plans. Material will be placed on the bench in front of the open portals until the area is full, then any additional material will be placed on the bench immediately above. Second and third waste areas are also marked on the plans and will be used if necessary.
Hay-bale silt checks will be used to minimize erosion or other disturbances due to construction. The slide area will be hydroseeded following the removal of the material. The waste material will then be revegetated using agricultural limestone, fertilizer, seed, and mulch.
Project Location: Knott
Corbin Independent Schools – Corbin Middle School Concessions / Restrooms
Project consists of restrooms and concessions facility and associated site work
and utilities.
Project Location: Corbin, Kentucky
RFB-158-21 Central Lab Cooling Tower Replacement and Upgrades
Estimate:
$452,590.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)
This project entails demolishing and replacing the cooling towers at the Central Lab facility in Frankfort, Kentucky. The replacement cooling towers are Owner Furnished Contractor Installed. Also included is replacement of three vertical turbine condenser water pumps. All equipment will be integrated into the existing control system.
Project Location: Frankfort
Housing Authority of Cynthiana – Water and Sewer Improvements
The scope of work is divided over two project areas and includes both water and sanitary sewer
replacement. Sanitary sewer improvements include the replacement of approximately 600
linear feet of existing 6-inch sanitary lines with new 8-inch PVC sanitary sewers, the installation
of approximately 250 linear feet of new 8-inch PVC sanitary sewers, the installation of both new
manholes and replacement of existing sewer manholes and related appurtenances, the
replacement of existing 6-inch sanitary sewer laterals, and the installation of new sanitary
cleanouts. Water improvements include approximately 2,500 linear feet of 2-inch waterline,
840 linear feet of 3-inch waterline, approximately 1,800 linear feet of water service line, along
with associated valves and service line connections.
Project Location: Cynthiana, Kentucky
Perry County Board of Education – Perry County Central High School Roof Replacement
Project consists of furnishing all labor, materials, equipment and services for the Perry County Central High School Roof Replacement
Project Location: Hazard, Kentucky
City of Taylorsville – Bloomfield Road S.R. 55 Waterline Replacements – Contract 23
The project includes but is not limited to the following:
CONTRACT 23 – WATERLINE REPLACEMENTS – BLOOMFIELD ROAD – S.R. 55
a) 32,000 LF 6″ C-900 DR14 PVC Waterline
b) 6,000 LF 1″ CL 200 HDPE Service Line Replacement
c) 14 EA Gate Valves
d) 420 LF 12″ Bore & Jack
e) 7 EA Fire Hydrants
Plans and Specs are available at Lynn Imaging, SME, City of Taylorsville, Builders
Exchange Lexington & Builders Exchange Louisville.
Project Location: Taylorsville, Kentucky
RFB-152-21 Portal 31 Drainage High Priority
Estimate:
$285,387.50
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The Portal 31 Drainage High Priority AML Reclamation Project, approximately 7.0 acres total, consists of the removal of slide material that overtopped an existing manway entrance and direct drainage away from KY 160 to a nearby drain, near the community of Lynch, KY. The project site is located in the Benham Quadrangle at 36° 57’ 56″ N, 82° 55’ 4″ W.
AML proposes to install 390 LF of 24″ HDPE to direct water leaving an existing mine opening away from KY 160 and toward a small drain that outlets into Looney Creek. Also, next to the Portal 31 Exhibition Mine there is slump above the Dispatch building. AML proposes to construct a 50 LF of 14’ high reinforced concrete wall. During the excavation for the concrete wall, slide material covering the manway will be removed.
Waste material will be transported to an off-site waste area located at 36° 57’ 56.6” N, 82° 55’ 19.5” W. The waste area is across KY 160 from the Portal 31 Exhibition Mine. The waste area is the location of logging work.
The project site has previously been disturbed by landslide movement, coal mining operations, house seat development, utility installation, road construction, and/or landowner activities. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
Construction disturbances will be kept to a minimum with a stringently formulated sediment and erosion control program. Prior to beginning any major earth disturbance, all silt control measures will be installed. These include silt traps and silt barriers (bales & silt fence). No trees greater than 3″ diameter at breast height will be cut outside of the unstable area. All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, residential or wildlife seed, and mulch, as necessary. Standard measures will be used for dust control and work hours will occur during AML’s standard time frame of 7 am to 7 pm Monday-Friday with shorter hours for “critical” work items. Access to the project work areas is via county roads and a residentially maintained driveway and yard. This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
Project Location: Harlan
21-04 / Project Specific Prequalification Application – Transmission – Frankfort Avenue 60″
Louisville Water Company is requesting a Project Specific Prequalification Application for an upcoming bid, Bid 21-04 / Transmission – Frankfort Avenue 60″. Please review the Project Specific Prequalification application. If your firm meets the requirements please submit applications through the Louisville Water Company web-based portal at https://louisvillewater.bonfirehub.com/opportunities/37674 by February 12, 2021. LWC makes no representations about the amount of time needed to complete the prequalification process. Applicants must be pre-qualified by the bid opening date and time for the bid referenced above for consideration. If you have questions, submit the questions through the Bonfire portal using the link above.
Project Location: Louisville, Kentucky
CCK-2523-21 Helipad Fire Suppression System
A. Furnish all material, labor, tools, equipment and supervision required for installation of a
complete fire protection and stand pipe system as indicated on the project drawings. Include
all necessary piping, sprinkler heads, test connections, valves, drains, cabinets, Siamese
connections, fire hydrants, fire pump, etc.
B. Design system per NFPA-418. All drawings and hydraulic calculations shall be signed
and sealed by a NICET level 3 or 4, certified by a fire protection designer licensed in the
state of Kentucky. Include submittal to, and obtaining permits from AHJ (as/if applicable).
Project Location: Lexington, Kentucky
RFB-148-21 Bond Forfeiture G I LON 21
Estimate:
$ 81,905.00
Estimated Length of Project:
(Substantial Completion) + May 31, 2021 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 4.25 acres of mine land in Harlan County, Kentucky. The work will consist of earthwork, gradework,
Project Location: Harlan
