Robertson Apartments
Robertson Apartments
Renovation of the Robertson Building located at 100 West Main Street, Springfield KY 40069.
Springfield, KY
City of Lancaster New Water Treatment Plant Transmission Mains
City of Lancaster New Water Treatment Plant Transmission Mains
Contract 404-09-03-New Water Treatment Plant Transmissions Main
Lancaster, KY
RFB-2-15 New Truck Wash Facility
Bluegrass Station
Estimate: $254,366.00
This project includes the construction of a new free-standing building to be used for
washing large trucks with hand held sprayers. Pre-engineered Wash Equipment will be
direct purchased by the Owner, and assembled by the Contractor. This project will
construct a un-heated pre-engineered metal building around the wash area.
Construction shall include site grading, concrete footings and slab, masonry foundation
walls, pre-engineered metal building, metal roofing, metal siding and gutters, roll up
service doors and steel man doors. Domestic cold water will tap the existing 4″ main at
Burma Road and enter the building through a reduced pressure type backflow
preventer. Cold water will be supplied to the owner furnished, contractor installed
wash equipment. Minimal heat will be provided in the building with wet location, electric
unit heaters to provide freeze protection for the plumbing systems and not for human
comfort. The electrical service will originate from the existing overhead 3-phase line
adjacent to Burma Road near the new building site. The primary conductors will extend
overhead to a pole mounted transformer bank and through a weatherhead to the main
distribution panel (MDP). The MDP will serve the Hydrosite power electrical
panelboard and also serve an electrical power panel for that will subsequently feed
general receptacles have been located in the interior of the building, exterior
receptacles, lighting, and mechanical equipment. Lighting will be provided by wet
location rated, industrial type, T8 Fluorescent fixtures. The interior space will be
designed to a lighting level of 30 footcandles. Exit signs will be located at each exit,
with exterior egress lights. Exterior wall-packs will be provided above the garage door
for general exterior illumination and around the exterior perimeter of the building.
Plumbing and Electrical shall include connection to and extension of site lines and
pipes.
Lexington, Kentucky
14-118 / Reutlinger Avenue Area Lead Service Renewals
14-118 / Reutlinger Avenue Area Lead Service Renewals
Louisville Water Company is requesting Bids for the renewal of lead services on Reutlinger Avenue, East Oak Street and Mary Street.
Design information indicates a total of 93 customer servic e renewals, 13 customer service discontinues and 19 meter exchanges.
Louisville, KY
Flood Gate 118, Gate and Actuator Replacement Project
Flood Gate 118, Gate and Actuator Replacement Project
This contract is for the removal and replacement of gate118 and corresponding actuators.
Louisville, KY
Lexington-Fayette Urban County Housing Authority Central Office Exterior Improvements Re-Bid
Lexington-Fayette Urban County Housing Authority Central Office Exterior Improvements Re-Bid
Central Office Exterior Improvements
Lexington, KY
Champion Way 16″ Water Main Extension – Phase 2
Champion Way 16″ Water Main Extension – Phase 2
The program of work for which bids are to be submitted consists of, but is not limited to, the following: Approximately 1,970 lineal feet of new 16″ DI water piping and appurtenances. The work is shown on the Drawings and described in the Specifications.
Georgetown, KY
Clark Co Airport Runway 18-36 Extension Project Phase 1
Clark Co Airport Runway 18-36 Extension Project Phase 1
The Division A Base Bid and Additive work will consist of miscellaneous demolition, approximately 200,000 CYS of earthwork, 1,991 LF of storm sewer, 3,035 LF of gravel access roads, and runway and taxiway markings.
The Division B Base Bid and Additive work shall consist of new electrical power installation to NAVAIDS, MALSR demolition, MALSR installation, and associated electrical and controls work.
Clark Co, KY
RFB-8-15 Masonry Repairs Madisonville State Office Building
RFB-8-15
Estimate:
$205,724.00
Remove and replace damaged, spalled brick and stone. Masonry and stone pointing & repair. Remove and replace joint sealant at masonry control joints. Clean and seal brick and stone.
Madisonville, Kentucky
Martin County Middle School Roof Renovation
Martin County Middle School Roof Renovation
Roof Renovation
Warfield, KY
Indian Fort Trail Phase 2 Project
Indian Fort Trail Phase 2 Project
The scope of work includes the installation of approximately 6,000 linear feet of a 10′ asphalt trail including construction associated with storm sewer pipe, sediment control, drainage structures, signage, and pavement striping.
Berea, KY
Pikeville Commons Lift Station Relocation Phase 1
Pikeville Commons Lift Station Relocation Phase 1
This project includes installation of 1,010 LF of 10-inch PVC gravity sewer with three manholes.
Pikeville, KY
Click Here to View
Magoffin Co New High School Bid Package #26 Polished Concrete
Magoffin Co New High School Bid Package #26 Polished Concrete
Polished Concrete
Salyersville, KY
Highview Park Walking Path #3248
Highview Park Walking Path #3248
Furnish all labor, material and necessary equipment for the Highview Park Walking Path.
Louisville, Ky
Water Line Relocation Race Track Hollow Road
Water Line Relocation Race Track Hollow Road
Contract 519-13-03
Water Line Relocation
Approximately 1,050 LF of 6-inch ductile iron water line relocation and related appurtenances.
Letcher Co, KY
City of Maysville, Combined Sewer Overflows Phase 2
City of Maysville, Combined Sewer Overflows Phase 2
The work to be bid upon is described as follows:
Approximately 15,300 feet of 16-inch ductile iron force main, 1,300 feet of 4-inch PVC force main, 1,100 feet of 4-inch PVC conduit, one duplex lift station, SCADA system, and all necessary appurtenances and fittings needed to construct the proposed line and connect into the existing system.
Maysville, KY
Pippa Passes Sewer Rehabilitation Contract 25
Pippa Passes Sewer Rehabilitation Contract 25
The work to be bid consists of:
Installation of approximately 5,000 LF of 8″ SDR 17 PVC folded/formed liner and other rehabilitation services.
Viccio, KY
City of Owingsville, Wastewater Treatment Plant Modifications
City of Owingsville, Wastewater Treatment Plant Modifications
Furnish and install an industrial pretreatment facility including pre-engineered metal building, influent pump station, a complete dissolved air flotation system (influent screen, dissolved air flotation unit, chemical feed system, solids storage tanks, pumps, controls and facilities for a complete and operating system), all required electrical work and site work and piping as shown on the Drawings and as specified.
Owingsville, KY
Ewing Fire Department Addition And Renovation
Ewing Fire Department Addition And Renovation
This project will consist of an addition 1,386 sf pre-engineered metal building addition to the existing garage bays of the Ewing VFD building. The project will also include areas of renovation to the exterior of the existing building, which will include the replacement of the existing doors and windows and the installation of new insulated metal wall panels on the existing metal building. The project will also include substantial renovations and refinishing of the existing wood-frame part of the facility.
Ewing, KY
14-114/ Bullitt County Extension Program (BCEP) – WorldView Circle Area Main
14-114/ Bullitt County Extension Program (BCEP) – WorldView Circle Area Main
Louisville Water Company is requesting Bids for the installation of 700 +/- LF of four (4) inch ductile iron water main, 725 +/- LF of four (4) inch PVC water main, 200 +/- LF of six (6) inch ductile iron water main and one (1) fire hydrant. A pre-bid meeting to discuss the Project will be held on Tuesday, June 24, 2014 at 10:00 a.m. EST/EDT at Louisville Water Company, 550 South Third 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, 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 $100,001 – $250,000. Pursuant to KRS 337.505-550, if the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: (1) the Contractor must pay Prevailing Wage; and (2) a Bid Bond is required. For this Contract, prevailing wage does not apply, and a Bid Bond is not 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” PVC Water Mains and 4” – 16” 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
Louisville, KY
14-111 Filter Drain Valve Replacement at B.E. Payne Water Treatment Plant Phase 3
14-111 Filter Drain Valve Replacement at B.E. Payne Water Treatment Plant Phase 3
Louisville Water Company is requesting Bids for the replacement of four (4) filter drain valves, actuators, and associated piping at the B.E. Payne Water Treatment Plant. A pre-bid meeting to discuss the Project and to tour the work site will be held on Tuesday, June 24, 2014 at 10:00 a.m. EST/EDT. at B. E. Payne Water Treatment Plant, 7400 Upper River Road, Prospect, KY 40059. 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, Robin Heitz, email at rheitz@lwcky.com. The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $250,001 – $500,000. Pursuant to KRS 337.505-550, if the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: (1) the Contractor must pay Prevailing Wage; and (2) a Bid Bond is required. 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 prequalification in the Heavy Construction prequalification 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.
Louisville, KY
Selected Roof Repairs, Casey County Middle and High Schools
Selected Roof Repairs, Casey County Middle and High Schools
Selected Roof Repairs
Liberty, KY
NKCC-30-14 Landrum Bridge Repairs
NKCC-30-14 Landrum Bridge Repairs
Purchasing and furnishing all labor, resources, supervision, materials, supplies, equipment, facilities and programming to install the Landrum Bridge Repairs.
Highland Heights, KY
2014 Pavement Rehabilitation
2014 Pavement Rehabilitation
This project consists of the removal and replacement of runway and taxiway PCC pavement slabs and the associated in-pavement lights, asphalt milling and overlay of aircraft shoulder pavement, the replacement of drainage inlet top slabs, the installation of aircraft shoulder pavement and the routing and sealing cracks in PCC concrete.
Louisville, KY
RFB-4-15 Delba Bush
AML Reclamation Project
Estimate:
$236,095.00
The site can be found on the USGS Matewan, W. VA.-KY quadrangle. The project involves an unstable hillside that threatens several residences along Barrenshee Creek Road. Numerous complaints have been received by Kentucky’s Division of Abandoned Mine Lands (AML) and numerous investigations have been performed. The Office of Surface Mining (OSM) has completed one project that involved the closing of a mine portal and handling of the drainage but has since failed.
The final design plan consists of constructing a reinforced concrete retaining wall behind Mrs. Bush’s home. The retaining wall will be approximately 8 ft behind the home and will be 11 ft tall (9 of which will be above ground). This wall will protect the home from potential movement of the hillside and will control the seepage coming from the hillside. The retaining wall is 80 linear feet will have a chain linked safety fence on top of it.
A 75 linear foot permanent debris barrier wall is being proposed below the existing shed location. This wall will protect the yard area from potential shallow landslides from the hillside slope. The debris barrier wall spans the drain coming from the hill. This is the most likely area for material to flow from a shallow landslide if one was to occur. A gabion trapezoidal ditch is being proposed in the drain. The ditch will start above the debris barrier wall and will flow underneath the wall. The ditch will outlet into a concrete headwall and a 24 inch HDPE pipe will carry the water across the yard. The pipe will outlet through another concrete headwall into Barrenshee Creek.
Pike County