Hayfield-Dundee 1 and 2 Flood Mitigation Demolition Project
Hayfield-Dundee 1 and 2 Flood Mitigation Demolition Project
Description and location of Project: the demolition and proper disposal of all primary and secondary structures, trash, rubbish, basement walls, slabs, foundations, sidewalks, steps, driveways, and all other hardscape improvements from the specified parcel as the parcels become available.
City of Marion – Sanitary Sewer Collection System Improvements
City of Marion – Sanitary Sewer Collection System Improvements
The primary scope of work includes the installation of approximately 10,300 LF of 8-inch, 10-inch, and 15-inch PVC gravity sewer, 66 sanitary sewer manholes, rehabilitation of approximately 25,500 LF of 8-inch, 10-inch, and 15-inch gravity sewer via fold and form technology and 105 sanitary sewer manholes.
Housing Authority of Owensboro – Harry Smith Exterior Renovation
Housing Authority of Owensboro – Harry Smith Exterior Renovation
Please Note: Addendum 01 has changed the Bid Date
The work to be performed consists of:
a. New doors and frames
b. New asphalt shingles, metal, gutters and downspouts
c. New shutters
d. New exterior light fixtures
e. Exterior painting of rails and window trim
f. New mailboxes and address plaque
g. New vinyl soffit
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.
WKU-PDC-2017-004 WKU Community Bikeway Project – Section 2
WKU-PDC-2017-004 WKU Community Bikeway Project – Section 2
The WKU Community Bikeway Project Section 2 consists of improvements for pedestrians and bicyclists
along a continuous corridor approximately 1.4 miles in length from Alumni Avenue to Third Avenue
in Bowling Green KY. The objective is to create an environment that is safe and conductive to pedestrian
and bicycle traffic including the needs of individuals with physical disabilities.
The scope consists of sidewalk ramps, pavement marking, signage, concrete sidewalk and curbing,
asphalt paving, and minor landscaping.
CCK-2373-19 Central Heating Plant Window Replacement
CCK-2373-19 Central Heating Plant Window Replacement
Furnish all labor and materials required to replace existing four windows on the South West Side of the
Central Heating Plant. These windows are to have the same look and function of the existing windows.
There are three operable window in each of the four approximately 8 feet wide x 18 feet tall windows.
UK will remove the existing window and contractor will install the new windows in the 98-3/4” x 216”
opening (contractor to field verify opening size to insure correct size of the replacement windows). Also,
the contractor is to clean the brick outside of these windows on the entire south west side on building
using an approved brick cleaning solution.
CALL 102 CONTRACT ID 181047 MARION COUNTY STP 0551 (048) : HEARTLAND PARKWAY(KY-55) HEARTLAND PARKWAY IMPROVE MOBILITY FROM THE LEBANON BYPASS TO BOOKER ROAD(CR-1214) NEAR SPRINGFIELD, A DISTANCE OF 2.75 MILES. ASPHALT SURFACE WITH GRADE & DRAIN. SYP NO. 04-08916.10.
Description and location of Project: the demolition and proper disposal of all primary and secondary structures, trash, rubbish, basement walls, slabs, foundations, sidewalks, steps, driveways, and all other hardscape improvements from the specified parcel as the parcels become available.
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Renovation of
Thompson Road Park, Lexington-Fayette County, Kentucky.
City of Frankfort Sewer Department – Two Creeks Upper & Blanton Acres I&I Reduction Projects
City of Frankfort Sewer Department – Two Creeks Upper & Blanton Acres I&I Reduction Projects
Project includes the furnishing and installation of all materials, equipment, labor and incidentals
required for the sanitary sewer rehabilitation of the Two Creeks Upper and Blanton Acres
subdivisions. Rehabilitation includes fol and form pipe lining, open cut point repairs, root cutting,
grouting, removal of obstacles, heavy cleaning, and all other items included
Charlie Vettiner Park Tennis Court and Parking Lot Construction – 190069
Charlie Vettiner Park Tennis Court and Parking Lot Construction – 190069
Louisville Metro Government is currently accepting bids for Charlie Vettiner Park Tennis Court
and Parking Lot Construction per the attached specifications. The selected firm will Construct
new asphalt access road and parking lot within Charlie Vettiner Park. This project will also
include the construction of (4) new tennis courts, (2) pickleball courts, and (1) new basketball
court with pedestrian connections. Construction will consist of earthwork, erosion control,
asphalt paving, concrete paving, court coating, and fencing.
Louisville Metro Government is currently accepting bids for Tyler Park Tennis Renovations per
the attached specifications. The selected firm will Demolish and rebuild (2) tennis courts in Tyler Park
City of Mt. Washington – Contract No. 2 – Bardstown Road Water Main Replacement
City of Mt. Washington – Contract No. 2 – Bardstown Road Water Main Replacement
The program of work for which bids are to be submitted consists of approximately 6,850 L.F. of 12-inch water main including all related appurtenances and as shown on the Drawings and described in the Specifications for the Contract No.2 – Bardstown Road Water Main Replacement for the City of Mt Washington Kentucky.
Louisville Water Company is requesting Bids for the furnish and install of 60 LF of eight (8) inch PC350 Ductile Iron water main, install one (1) fire hydrant, and furnish and install one (1) master meter vault and vault contents, demolish existing master meter vault, all of the above made ready for use in accordance and compliance with the Contract Documents. Pipe and Pipe appurtenances will be supplied by Louisville Water Company.
A pre-bid meeting to discuss the Project and to tour the work site will be held on November 13, 2018 at 2:00 p.m. EST/EDT. at The John Huber Building, 550 South 3rd Street, Louisville, KY 40202. 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, Terri Conner, email at tconner@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 all of the following prequalification categories: 4” – 16” Ductile Iron Water Mains and Heavy Construction – Underground Vault/Pressure Reducing Valves. 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.
18-113 / Springhill Road Area Water Main Replacement Project
18-113 / Springhill Road Area Water Main Replacement Project
Louisville Water Company is requesting Bids for the installation of 6,400 +/- linear feet of six (6)-inch DR-18 C900 PVC water main
(using traditional trench installation techniques). Also included with the project is the installation of 11 fire hydrants and the transfer,
renewal, relocation or discontinue of 175 +/- customer services.
Louisville Water Company is requesting Bids for Installation of 230 +/- linear feet of 4-inch DR-18 C900 PVC water main (using traditional trench installation techniques), the installation of 2,200 +/- linear feet of 6-inch DR-18 C900 PVC water main (using traditional trench installation techniques), and the installation of 3,350 +/- linear feet of 8-inch DR-18 C900 PVC water main (using traditional trench installation techniques). Also included with the project is the installation of 6 fire hydrants and the transfer, renewal, relocation or discontinue of 150 +/- customer services.
LFUCG – West Hickman South Trail Project – 154-2018
LFUCG – West Hickman South Trail Project – 154-2018
Please Note: Addendum 01 has changed the Bid Date
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule, plus incidentals necessary to complete the work. The work entails the construction of approximately 3500 LF of a 12 foot wide paved shared use path, a prefabricated truss bridge, low water crossings, rehabilitation/repair of an existing prefabricated bridge, and landscaping features.
LFUCG – Baker Court Pump Station Replacement – 150-2018
LFUCG – Baker Court Pump Station Replacement – 150-2018
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for The Baker Court Pump Station Replacement.
Ashland Independent Board of Education – Paul Blazer High School Building 5 Reroof
Ashland Independent Board of Education – Paul Blazer High School Building 5 Reroof
The project consists of the demolition of the existing roof for
Paul G. Blazer High School’s Building 5’s gravel surfaced built-up roof, its
existing insulation, perimeter fascia, drip edges, and any wood blocking, down
to the existing lightweight concrete structure and bulb “T ’s”, and then re-roofing
with an architectural standing seam metal roof, with stand-off clips, on 4 1/2” of
rigid insulation as specified and mechanically fastened down and through to the
existing lightweight concrete deck.
CCK-2372-19 AG Science Center North – Rooms S306, S308, S308A, & S310 Renovation Project
CCK-2372-19 AG Science Center North – Rooms S306, S308, S308A, & S310 Renovation Project
This is Phase 3 of the lab renovation of rooms S304-S314 in the AG North Science Building. This project covers rooms S306, S308, S308A, & S310. These lab spaces will be updated. Rooms S308 & S310 will be converted into one large lab area.
Upgrades include new casework, new floors, new ceiling, new
lighting, updated HVAC, and upgraded utilities.
Greenup County Environmental Commission – Russell Overpass 16″ Force Main Relocation
Greenup County Environmental Commission – Russell Overpass 16″ Force Main Relocation
The major components of the Russell Overpass 16″ Force Main Relocation
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 Weld or MJ Sleeve Tie-Ins, 1 ea. 16″ Plug Valve, 1 ea. 4″ x
20 LF DR9 HDPE Stub-Out w/Plug Valve and Cap, 2 ea. Air Release valves and
vaults, 50 CY of Flowable Fill, and appurtenances.