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.
McLean County Regional Water Commission – Calhoun Tank Water Transmission Main
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.
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.
City of Lancaster – Campbell Street Drainage Project
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.
Clark County Board of Education – Board Office Roof Replacement
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.
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.
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.
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.
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.
Housing Authority of Cynthiana – Water and Sewer Improvements
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.
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.
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.
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.
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).
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,
Sealed bids for the MMRC Spec Building Fit-up for Rajant Corporation of the existing Spec
Building and all work shown in the contract documents will be received on behalf of the Rajant
City of Tompkinsville – WWTP & Sanitary Sewer Project – SBR WWTP Contract 1
City of Tompkinsville – WWTP & Sanitary Sewer Project – SBR WWTP Contract 1
The Project will consist of the conversion of the existing Tompkinsville WWTP to a Sequential Batch Reactor
WWTP, the construction of headworks, the construction of a new disinfection system, the conversion of an
existing clarifier to a post-equalization basin, demolition of several structures, and various other improvements.
The Contractor shall furnish all materials, equipment, and labor necessary to complete the construction of the
project.
City of Tompkinsville – WWTP & Sanitary Sewer Project – Force Main & Pipe Rehab – Contract 2
City of Tompkinsville – WWTP & Sanitary Sewer Project – Force Main & Pipe Rehab – Contract 2
The Project will consist of installing approximately 2.2 miles of four-inch HDPE, installing a pump station
behind Joe Harrison Carter Elementary School and rehabilitating of an estimated 8,250 feet of gravity sewer
lines in the City of Tompkinsville. The Contractor shall furnish all materials, equipment and labor necessary to
complete the construction of the project.
Project is for the replacement of two gas fired condensing boilers with two new boilers in same location. Project calls for new controls, hot water piping, valves, electrical connections and venting for new boilers.
