Renovation of the Bracken County Courthouse
Renovation of the Bracken County Courthouse
Renovation
Brooksville, KY
Author Archive
Vanceburg Contract 1 Production Well
Vanceburg Contract 1 Production Well
Contract I – Production Well
A gravel packed well, test well, well pump, associated piping and site work, electrical and control work, SCADA System, fence and all appurtenances as shown
Approximately 5,900 lf of 12” PVC raw water line, including appurtenances
Vanceburg, KY
Vanceburg Contract 2 Automated Meter Reading (AMR) System
Vanceburg Contract 2 Automated Meter Reading (AMR) System
Contract 2 – Automated Meter Reading (AMR) System
Furnish 1,550 AMR meters and appurtenances
Finish, install and place into operation a complete AMR System
Vanceburg, KY
City of St. Matthews: Proposed Restroom / Concession Pavilion
City of St. Matthews: Proposed Restroom / Concession Pavilion
St. Matthews, KY
Mud Creek Interceptor Project
Mud Creek Interceptor Project
This Contract provides for the installation of approximately 7,553 linear feet of 24-inch sewer and rehab approximately 707 linear feet of 24-inch sewer with cured-in-place-pipe. This project also includes installing 30 sanitary manholes, erosion control, appurtenant work, and eliminating one (1) package plant (Silver Heights WQTC). The project is generally located along I-65 from the Silver Heights WQTC to Fishpool Creek.
Louisville, KY
Bullock Pen Lake Sewer/Bingham Pump Station Relocation
Bullock Pen Lake Sewer/Bingham Pump Station Relocation
Construction of Base Bid shall consist of approximately 2,404 LF of 8” PVC gravity sewer, 2,465 LF of 6” force main, 3,870 of 3” force main, 2,225 LF of 2” force main, 1,410 LF of 1.5” force main, 5,130 LF of 1.25” force main, 10 manholes, rehab of existing pump station, 80 LF of concrete cap, 9 sewage combination air valves, 7 flushing stations, 39 individual grinder pumps, 1 submersible pump station, generator, 80 LF of road bores, 790 LF of free bore, and all necessary appurtenances.
Grant County Sanitary Sewer District, KY
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Olmstead Elementary School Addition
Olmstead Elementary School Addition
The project scope includes a 2-classrood addition to the Olmstead Elementary in Olmstead, Kentucky to add 1-Art classroom and 1-Prescool classroom. Construction of this addition will tie the existing classroom building to the existing gymnasium buildings as well. Envelope construction consists of a concrete foundation work; masonry load-bearing, spray-foam insulated cavity wall system; steel metal joists and decking roof structure with lightweight insulating concrete decking and a thermoplastic membrane roof.
Olmstead, KY
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Verity Middle School Addition/Renovation
Verity Middle School Addition/Renovation
The following bids are requested:
2 ASPHALT PAVING
3 GENERAL TRADES
4 MASONRY
5 STRUCTURAL STEEL
6 ROOFING
7 ALUMINUM STOREFRONT / WINDOWS
8 GYPSUM BOARD / CEILINGS
9 RESILIENT FLOORING / CARPET
10 TILING
11 WOOD FLOORING
12 PAINTING
13 SCIENCE / CLAD CASEWORK
14 GYMNASIUM EQUIPMENT
15 TELESCOPING STANDS
16 FIRE PROTECTION
17 FOOD SERVICE EQUIPMENT
18 MECHANICAL
19 ELECTRICAL
20 SECURITY / FIRE ALARM SYSTEM
21 TEST AND BALANCE
22 COMBINATION
Ashland, KY
Bullock Pen Lake Sewer/Bingham Pump Station Relocation
Bullock Pen Lake Sewer/Bingham Pump Station Relocation
Construction of Base Bid shall consist of approximately 2,404 LF of 8” PVC gravity sewer, 2,465 LF of 6” force main, 3,870 of 3” force main, 2,225 LF of 2” force main, 1,410 LF of 1.5” force main, 5,130 LF of 1.25” force main, 10 manholes, rehab of existing pump station, 80 LF of concrete cap, 9 sewage combination air valves, 7 flushing stations, 39 individual grinder pumps, 1 submersible pump station, generator, 80 LF of road bores, 790 LF of free bore, and all necessary appurtenances.
Grant County Sanitary Sewer District, KY
Central Heating Plant Condensate Tank and Piping
Central Heating Plant Condensate Tank and Piping
1. Install approximately 300 feet of 6” condensate return piping, the entire length of the Peterson Service Building Utility Tunnel. This includes connections and full sized valves at both ends plus a tie in with the existing 2” condensate return piping exiting the Peterson Service Building.
Lexington, KY
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Addition to Flight Operations Building Mt Sterling/Montgomery County Airport
Addition to Flight Operations Building Mt Sterling/Montgomery County Airport
Addition to Flight Operations Building Mt Sterling/Montgomery County Airport
Mt Sterling, KY
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Water Lines and Appurtenances Union County Water District Contract B
Water Lines and Appurtenances Union County Water District Contract B
This contract consists of the installation of approximately 46,580 LF of 10″ PVC Pipe, 532 LF of 16″ steel casing, a booster pumping station including valves, fittings, and appurtenances as shown.
Sturgis, KY
500,000 Gallon Elevated Tank Union Co Water Contract “C”
500,000 Gallon Elevated Tank Union Co Water Contract “C”
This contract includes the construction of a 500,000 gallon elevated storage. Construction will include excavation for foundations, design and construction of the foundations and tank, installation of valve vault, construction of a chain link fence around the tank, an access road to the tank, a booster chlorination station and other items.
Sturgis, KY
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Floyd County Library
Floyd County Library
Floyd Co Library
161 North Arnold Road
Prestonsburg, KY 41653
The following bids are requested:
1 General Trades
2 Structural Steel
3 Roof
4 Aluminum Doors & Storefronts
5 Lite Gauge Metal Framing and Drywall
6 Flooring
7 Paint
8 HVAC & Plumbing
9 Fire Protection
10 Electric
Prestonsburg, KY
Upper Billtown Interceptor Project
Upper Billtown Interceptor Project
This Contract provides for the installation of approximately 7,465 linear feet of 36-inch sewer, 1,713 linear feet of 15-inch sewer, 38 linear feet of 12-inch sewer, 62 linear feet of 10-inch sewer, and 1,523 linear feet of 8-inch sewer. This project also includes installing 57 sanitary manholes, erosion control, stream bank restoration, appurtenant work, and eliminating one (1) package plant and four (4) pump stations. The project is generally located along Chenoweth Run Creek from the Chenoweth Run Pump Station to Old Taylorsville Road.
Louisville, KY
Logan CSO Basin Demolition Project
Logan CSO Basin Demolition Project
Demolition includes the removal of four commercial buildings totaling 53,600 square feet of floor area, two metal canopies totaling 8,600 square feet, two 20,000 gallon underground fuel storage tanks, two oil-water separators, and one residential single family home along with all environmental remediation of structures. The project location is at the intersection of Logan Street and East Breckinridge Street.
Louisville, KY
Sag Hollow Sewer Extension Phase 2
Sag Hollow Sewer Extension Phase 2
Construction shall consist of approximately 1556 LF of 8″ PVC sewer line, one connection to manhole, 8 manholes, 728 lf of 4″ PVC laterals, 22 cleanouts, 20′ of concrete cap, and all other necessary appurtenance.
Booneville, KY
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2373.0 Replace Woodland Sanitary Sewer
2373.0 Replace Woodland Sanitary Sewer
Contractor shall install sanitary sewer line in the area of the new Woodland Glen housing complex on Woodland Ave. This will include replacement of some existing line. The line will be as per LFUCG standards, and will be turned over to the city at the completion of the project.
Lexington, KY
13-93 / Gap-in-Knob Standpipe Demolition
13-93 / Gap-in-Knob Standpipe Demolition
Louisville Water Company is requesting bids for the demolition of a 350,000 gallon Standpipe storage tank, booster pump station, underground water mains and related accessories.
Louisville, KY
Ecton Park Sewer Project
Ecton Park Sewer Project
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule beginning on page P-7, Part III, Form of Proposal, of this document, for the ECTON PARK SANITARY SEWER IMPROVEMENTS PROJECT consisting of 1,865 linear feet of 12″ SDR 35 PVC Gravity Sewer, 241 linear feet of 8″ SDR 35 PVC Gravity Sewer, 21 precast manholes, and associated work in Lexington-Fayette County, Kentucky
Lexington, KY
Wallins Area Water Line Extensions
Wallins Area Water Line Extensions
This contract consists of approximately 600 lf of six inch and 1,300 lf of three inch water line, a bore for six inch w2ater main under the CSX Railroad and appurtenances such as gate valves, meters, etc.
Construction Cost Estimate $51,175
Black Mountain Utility District
Harlan Bypass Replacement Waterline
Harlan Bypass Replacement Waterline
This contract consists of approximately 10,420 feet of either inch ductile iron waterlines, multiple tie-ins to existing system and appurtenances.
Construction Cost Estimate $588,260
Cawood Water District, KY
Harlan Emergency Interconnection
Harlan Emergency Interconnection
This contract consists of a 150 gpm booster pump station and 3” master meter with appurtenances and tie-ins for both
Construction Cost Estimate $130,000
Cawood Water District, KY
Runway Markings, Sign Panel Replacement, and Apron Crack Repair and Seal Coat for the Mayfield-Graves County Airport
Runway Markings, Sign Panel Replacement, and Apron Crack Repair and Seal Coat for the Mayfield-Graves County Airport.
This project consists of the removal and makings of the runway numbers, apron crack repair and seal coat, sign panel replacement and apron markings.
Mayfield, KY
2013 Slope Repair Project
2013 Slope Repair Project
Item 1
The landfill slope movements are directly downslope of an area where previous slope repairs were performed in 2009. The slope movements recently observed have resulted in tension cracks in the landfill cap material, a 3 foot high scarp and bulging at the toe of the landfill slope affecting less than 0.5 acres.
The Item 1 slide repairs will consist of the following work tasks:
1. Construction a 10 foot wide and 6 foot high toe berm using crushed limestone rock
2. Excavating the failed slope material behind the rock toe berm, segregating rubbish, debris, and large rock pieces from the excavated soil for disposal.
3. Place the remaining excavated soil as compacted backfill behind (upslope of) the rock toe berm resulting in a flattened landfill slope at the toe.
4. Obtain, place and compact additional select backfill soil (as needed) from designated borrow sites on landfill property to flatten the existing toe of slope.
5. Grade all borrow areas to drain and reestablish vegetation on the slope repair area
Item 2
Access road to the Item 1 work area is provided via a gravel road starting at the Convenience Center and ending about 1,100 feet short of the Item 1 work area. The work task for Item 2 consists of the placement of a six inch thick roadbed of crushed stone to provide wet weather access to the Item 1 work area. Item 2 will be bid an allowance to the contract for construction. The allowance will be added to the approved work scope if in the opinion of the Engineer the gravel roadbed is needed to access the Item 1 work area.
Item 3
The Tire Disposal area is an approximate 0.9 Acre area where tires and other solid wastes were buried. Several tires have recently worked their way to the surface and have been removed by the Landfill Commission. The recent work in this area indicated the soil cap over the solid waste was less than required so additional cover soils will be placed over this area.
The work elements for the Tire Disposal area consist of the following:
1. Strip surface vegetation from the tire disposal area and the borrow source. Stockpile the vegetation in an areas approved in advance by the Engineer.
2. Scarify the stripped surface in the Tire Disposal area.
3. Place grading stakes across the Tire Disposal area on no greater than 25 foot centers, showing the proposed final grade.
4. Place and compact 12 inches of approved cover soil over the entire Tire Storage Area and grade the area for positive drainage.
5. Place 6 inches of approved topsoil over the compacted cover soil.
6. Fertilize, reseed and establish grass vegetation on all areas disturbed by construction activities.
Waddy, KY
