13-89 / 940 PZ – Freys Hill Booster Pumping Station Renovation
13-89 / 940 PZ – Freys Hill Booster Pumping Station Renovation
Louisville Water Company is requesting bids to renovate existing above ground booster pumping station including building, pumps, motors, piping, valves, transmission main, electrical, telemetry, pavement, ventilation, emergency generator, and new temporary booster pumping station. A pre-bid meeting to discuss the project will be held on Thursday, August 15, 2013 at 9:00 A.M. local time at the site location Freys Hill Booster Pump Station, 3381 Freys Hill Road, Louisville, Kentucky. Attendance at this meeting is highly recommended. Questions related to this Project must be submitted in writing via e-mail or fax by Monday, August 19, 2013. All inquiries must be sent to the attention of the Buyer, Renee Fromme, e-mail rfromme@lwcky.com or fax 502-569-0815. Responses to inquiries received by Monday, August 18, 2013 will be provided in an Addendum to all plan holders. Questions received after August 19, 2013 may not be addressed. The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $1,000,001.00 to $3,000,000.00. For this Contract, prevailing wage does apply, and 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 pre-qualification in Heavy Construction category. Electrical work must be performed by Contractor/Sub-Contractor pre-qualified in the Electrical Category by the Louisville Water Company. Roofing work must be performed by Contractor/Sub-Contractor pre-qualified in the Roofing Category by the Louisville Water Company. Ductile Iron Water Main work must be performed by Contractor/Sub-Contractor prequalified in 20”- 48” Ductile Iron Water Main Category by the Louisville Water Company, and Pre-Stress Concrete Water Main work must be performed by a Contractor/Sub-Contractor prequalified in 24” – 60” Pre-Stressed Concrete Water Main Category by Louisville Water Company. For information about pre-qualification, contact the Buyer, Renee Fromme, at (502) 569-3600, ext. 2300 or by e-mail at rfromme@lwcky.com.
Jeffersonville Wastewater Odor Control Improvement Project
Jeffersonville Wastewater Odor Control Improvement Project
This project consists of the furnishing and installing of two (2) complete odor control systems and all related appurtenances. One (1) system shall be installed at the 10th Street Pump Station and one (1) system shall be installed at the Downtown Wastewater Treatment Plant Headworks.
RFB-60-14 Building Replacement Morgan County Tree Nursery
KY Division of Forestry
Estimate:
$924,000.00
The Processing Building project for the Division of Forestry, Morgan County Nursery involves construction of a new 10,360 sqft. Pre-engineered Metal Building constructed over an existing concrete slab and site from a previous building destroyed in a tornado in March of 2012 near West Liberty Kentucky. For a complete description, see the specifications.
Construct Hangar Taxiway Replacement and Runway and Taxiway Crack Repair, Seal Coat, and Markings for Mayfield Graves County Airport
Construct Hangar Taxiway Replacement and Runway and Taxiway Crack Repair, Seal Coat, and Markings for Mayfield Graves County Airport
This project consists of the full depth replacement of the taxiways to the T-hangars as well as crack repair, seal coat and markings of the runway and parallel taxiway.
Big Sandy Water District Contract D1 Water Transmission Line
Big Sandy Water District Contract D1 Water Transmission Line
a) 2270 LF 14” HDPE DR15.5 Water Transmission Line
b) 28,510 LF 12” HDPE DR13.5 Water Transmission Line
c) 370 LF Bore & Jack 20” Steel Casing Pipe with 14/12” Carrier Pipe
d) 11 EA Air Release Valves and Blow Off Valves
e) 15 EA 14” thru 3” Gate Valves
f) 8 EA 12” Tie-Ins
RFB-55-14
Estimate: $565,000.00
The Lona Collins Site has been previously worked by OSM. The resident continues to have drainage issues that have resulted in their access drive being inaccessible for her medical treatment. AML proposes to open and drain two collapsed portals using subdrain and ditches. The water will be directed around the access drive into Stonecoal Creek. A gabion wall will be constructed to stabilize the hillside and prevent material from blocking the drainage. A guardrail panel pile and lagging wall will be constructed and tied into the existing OSM gabion wall. A concrete swale ditch will be constructed in front of the walls to drain any surface water away from the access. Existing culverts will be replaced due to their poor condition. Construction will be able to access using the Collins driveway and the neighbor’s driveway. AML will waste onsite. No trees greater than 5” diameter will be removed during construction unless during the October 15th- March 31st window. For continued description, see Special Conditions.
RFB-57-14 Roof Replacement Blue Lick Battlefield State Resort
Blue Licks Battlefield State Resort Park
Estimate: $152,682.00
The project includes a complete roof replacement on the Lodge at Blue Licks
Battlefield State Resort Park, Nicholas County, Kentucky. The Lodge was constructed
in phases and consequently has roofs of various ages and types. The roof was
damaged in a wind storm in 2012. Temporary repairs have been made to secure the
buildings until this project begins. Predominately the project consists of individual lodge
and room unit buildings with medium pitch asphalt shingle roofs. The lodge building
has one area that is a low slope (flat roof) modified bitumen roof with internal roof
drains. The asphalt shingles are installed over standard plywood roof sheathing. Most
if not all areas have one layer of shingles. Perimeter wood trims are in sound condition
and will remain. Existing metal trims, drip edges, flashings and counter flashings will be
removed and replaced with new materials. New ridge vents will be installed in all
previous locations. A new asphalt shingle roof with a 40 year warranty will be installed
at sloped roofs over ice and weather shield covering the eaves, penetrations and
valleys. Flat roof areas shall be re-roofed with a two-ply modified bitumen membrane
adhered with cold adhesive. Mechanical exhausts will be flashed and tied into the new
roof system.
31th Annual Construction Grant
Drainage from abandoned mine openings have caused a slide near the Coleman residence. During this project, AML plans to close the mine openings and draining them in a controlled manner. A rock line ditch and ECB ditch with subdrains will be constructed to collect all drainage and direct it to a natural drain. The material from the slide will be removed and a rectangular concrete ditch with a wall will be constructed. Waste from the slide will be wasted on site in the residence’s yard and graded on the slope. No disturbance of any stream reach is planned. Other than trees in the active slide area, no trees greater than 5” in diameter will be disturbed during October 15th-March 31st. For continued description, see Special Conditions.
Little River & Walnut Street Center Parks, Hopkinsville KY
Little River & Walnut Street Center Parks, Hopkinsville KY
The project will consists of a variety of rehabilitation/renovation elements to include the removal of current park amenitie4s; installation of trenching and conduit work for lighting; installation, repair, and/or replacement of sidewalks; installation of other park amenities such as trash receptacles and benches; installation of splash pad water feature; installation of sheltered picnic area; installation of tennis courts; and installation of landscaping.
This project includes the relocation of an existing generator from the former City Hall building located at 118 College Street to the new City Hall building located at 243 Main Street, and all associated electrical work.
The project is located in Crestwood, KY and consists of CIPP Lining of 8-inch diameter pipes (1,415 LF), Clean and Inspect 8-inch diameter pipes (20,415 LF), open cut point repairs (17 EA), and lateral tophats (14 EA). Additional items include Manhole Epoxy Coating (137 EA), Manhole Chimney Seals (167 EA), Manhole Locate and Raise to Grade (206 EA), Manhole Realign Frame and Rings (77 EA), Manhole Replace Frame and Lid (43 EA), Water-Tight Manhole Frame and Lid (122 EA), and other related miscellaneous items.
Project consists of new metal roof, tile roof restoration, fascia and soffit replacement, window and door restoration, repair and rebuild architectural woodwork, minor demolition and construction.
West Kentucky Community and Technical College
Estimate:
$128,700.00
This project consists of various upgrading of HVAC Control Systems for West Community and Technical College in Paducah, Kentucky. The work generally consists of the following improvements: demolition of existing HVAC controls and selective HVAC equipment, installation of new HVAC controls, integration of new and existing HVAC controls system into the campus’ existing Tridium System and installation of mechanical components in existing air handlers. All work shall be performed as to not to disturb ongoing school actifvities.
