City of Lawrenceburg – Maintenance Building Project
City of Lawrenceburg – Maintenance Building Project
The project consists of a new maintenance building including but not limited to the pole barn building, foundation, plumbing, HVAC, electrical, finish work and all other items outlined in the construction plans.
Louisville Water Company is requesting Bids for the renewal of lead services on S. Brook St., S. Floyd St., E. and W. St. Catherine St., and E. and W. Oak St. Design information indicates a total of 94 customer service renewals, one (1) customer service relocate, 12 customer service discontinues and 14 meter exchanges.
Louisville Water Company is requesting Bids for installation of 60 +/- linear feet of 8-inch DR-18 C900 PVC water main (using traditional trench installation techniques), the installation of 540 +/- linear feet of 8-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), the installation of 1,275 +/- linear feet of 6-inch DR-18 C900 PVC water main (using traditional trench installation techniques) and the installation of 1,780 +/- linear feet of 6-inch Pressure Class 350 ductile iron 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 116 +/- customer services.
The project scope includes the construction of a new, pre-engineered metal building with three storage bays, with approximately 1200 gsf. The project includes the demolition of the existing wooden structure, grading, concrete work, asphalt pavement and minimal electrical systems.
Construct all associated sanitary and storm sewer piping and structures as shown on the construction plans and specifications for the Meadows-Northland-Arlington Neighborhood Improvement Project, Phase SD. Provide all erosion control measures, concrete sidewalk, curb and gutter, and asphalt paving as required for the project.
Marion-Crittenden County Airport Construct Maintenance Hangar
Marion-Crittenden County Airport Construct Maintenance Hangar
The project consists of furnishing and installing a 100′ x100′ pre-engineered maintenance hangar building and electrical components on a concrete slab with a 100’x80′ concrete apron expansion. Additional components of the project include approximately 830 CYDs of fill; installation of a domestic water line and sanitary sewer; and relocation of airfield electrical wiring. but no airfield lights.
Willis Manor
A. Door Hardware Replacement
B. Installation of vinyl plank
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.
a) 1 L.S. General Grading, Excavation & Backfilling with Seed and Straw
b) 1 L.S. Installation of treatment unit including control pane l and blower
c) 1 EA. Furnishing and installation – Grinder Pump Station
d) 1 L.S. Yard Piping
e) 1 L.S. Electrical Service
f) 1 L.S. Demolition of existing WWTP
g) 1 L.F . Fencing and Gates
h) 1 L.S. Access Road and Site gravel
i) 1 L.S. Furnish & install blower/storage building including concrete floor
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule included in Part III, Form of Proposal, of this document, plus incidentals necessary to complete the work. The work entails construction of approximately 650 linear feet of Sidewalk/Ramps on the east side of Rose Street from Euclid Avenue to Rose Lane and modifying a steam vault.
The scope of construction involves the removal of the existing concrete walk, curb and gutter and the relocation and construction of a new sidewalk. The steam vault manhole will also be relocated.
Walker Properties will be the construction manager. Walker Electric will be the electrical contractor Division 16. All items marked are to be furnished and installed by General Contractor. Walker Properties will furnish all appliances, cabinetry and countertops.
The work consists of approximately 700 I.f. of 8″, C-900 water line ; 300 I.f. of 8″ gravity sewer; 1,800 I.f. of 6″ pvc force main; and, a 20 hp duplex sewage lift station.
15-48 690 Plan – Timber Ridge & Country Lane Grid-Tie
15-48 690 Plan – Timber Ridge & Country Lane Grid-Tie
Louisville Water Company is requesting Bids for Furnish and install of 1735 +/- linear feet of 8 inch Ductile Iron Pressure Class 350 non restrained joint water main, Furnish and install 90 +/- LF of 8 inch C900 DR18 PVC water main, Significant clearing, Restore the site.
Charlie Vettiner Park Upper Lake Shelter Construction #3403
Charlie Vettiner Park Upper Lake Shelter Construction #3403
A Price Contract for a portion of Louisville Metro Government’s need for Charlie Vettiner Park Upper Lake Shelter Construction for a twelve (12) month period.
City of Hartford Sidewalk Improvements – Safe Routes To School
City of Hartford Sidewalk Improvements – Safe Routes To School
Construction of approximately 3,000 L.F. of 4-foot wide concrete sidewalk replacement. Also included as incidental to the work is the installation of approximately 360 L.F. of storm drainage piping and structures.
Louisville Water Company is requesting Bids for the installation of 800 +/- linear feet of 8-inch Pressure Class 350 ductile iron water main. Included with the project is the installation of one (1) fire hydrant and the transfer, renewal, relocation or discontinue of twenty-one (21) customer services.
Louisville Water Company is requesting Bids for the renewal of lead services on Cherokee Road, Ellwood Avenue and Lucia Avenue. Design information indicates a total of 101 customer service renewals, two (2) customer service discontinues and 17 meter exchanges.
WKU-PDC-2015-036 Bid for Price Contract — JOC Painting Contractor
WKU-PDC-2015-036 Bid for Price Contract — JOC Painting Contractor
To establish price contracts for the furnishing of labor, materials, and services for a Job Order Contract for Painting Services on facilities utilized by Western Kentucky University. The Painting Contractor shall be capable of providing qualified and skilled tradesman as may be required. All jobs are to include but are not limited to the Contractor acquiring any necessary permits, inspections, and Performance Bonds where required. All questions are to be directed to warren. whitfield@wku.edu.
Elizabethtown National Guard Armory
Estimate:
$285,000.00
This project consists of roof replacements & partial masonry restoration.
Roof Work: Tear-off existing built-up roof membrane, sheet metal, metal counter flashings, and roof components as indicated. Install new rigid insulation, tapered insulation, metal components and 2-Ply SBS-Modified Bituminous Membrane system as indicated on the drawings.
Masonry Work: Partial masonry restoration and 2-coats of water repellents.
KY School for the Blind
Estimate:
$ 103000.00
The following is a summary of the work to be done for this project:
Utility Work:
Remove and replace the steam, condensate return, and domestic cold water underground piping from the Boiler House to the Student Center.
Boiler House:
Work in the Boiler House basement includes removing old piping and valves, installing new steam, condensate & domestic cold water piping, installing new shutoff valves, traps, and drain piping as shown on drawings.
Student Center:
Work in the Student Center involves, removing old piping and valves, installing new steam, condensate and domestic cold water piping. Additional work in the Student Center involves removal of a portion of a concrete block wall as needed for access to existing piping and repair of concrete block structure including painting and repair of any areas damaged during construction.
Elizabethtown Community and Technical College
Estimate:
$185,000.00
Work under this contract consists of furnishing all labor, materials, equipment and services to re-roof approzimately 16,500 square feet of the Occupational Technical Building (OTB) 100. New roofing membrane shall be a granular surfaced 2-ply SBS modified bitumen over tapered rigid insulation. The work will entail complete removal of the existing modified bitumen roofing system and rigid insulation down to existing metal deck. Existing stainless steel copings and counterflashing shall be salvaged and reused.