Fegenbush I and I Rehabilitation
The project is located near the intersection of Hurstbourne Parkway and Fegenbush Lane and consists of CIPP lining of 8 inch diameter (3,923 LF), 10 inch diameter (329 LF), 12 inch diameter (71 LF) sewers. Additional items include manhole epoxy coating (19 EA), chimney seals (152 EA), lateral tophats (67 EA) and other miscellaneous items.
Louisville, KY
Perth – Clyde Assessment Project
This project will provide for the construction of the Perth/Clyde Assessment Project. This project will consist of approximately 8,762 L.F. of 8 and 10-inch sanitary sewer along with 3,075 LF of 4-inch property service connections, as well as all associated work as shown on the construction drawings.
Louisville, KY
RFP for CM Services for Renovate/Expand Gatton Building
CM Services for Renovate/Expand Gatton Building
University of Kentucky
Lexington KY
West Hickman WWTP Odor Control Improvements
Lexington, KY
RFB-84-13
The work consists of the restoration and enhancement of 5,640 feet of Bolts Fork and a total of 1,535 feet of seven tributaries. Tasks to be performed include excavation of proposed channels and floodplains, partially filling existing channels, reshaping of existing channels, construction of instream structures, removal and installation of specified culverts and low water crossings, seedbed preparation, installation of erosion control blanket and mulch, and acquisition, transportation,maintenance, and installation of native seeds, trees, shrubs, and live stakes. In-stream structures
include constructed riffles, log vanes, rock vanes, rock j-hook vanes, log/rock/rootwad j-hook combination vanes, root wads, rock step pools, log x-weirs, toe wood/sod mat bend protection, and toe rock.
Boyd County, Kentucky
City of Hurstbourne Entrance Improvements Phase 1
City of Hurstbourne, KY
McDonalds — Calvert City, KY
The scope of work consists of a selective demo and rebuild for a new McDonalds project located in Calvert, KY. The project is located at 3442 US Hwy 62 W, Calvert City, KY 42029.
All mechanical trades will be required as well as demolition, excavation, concrete, masonry, exterior finishes, glass/glazing, drywall, rough carpentry, tile, acoustic ceiling, painting, and roofing.
Calvert City, KY
Brighton East Rail Trail Project Phase 2
The work entails construction of approximately 5,000 linear feet of paved trail and storm sewer installation.
Lexington, KY
Haley Pike Compost Pad Replacement Phase 1
This project involves the demolishing and replacing of an existing section of a concrete compost pad including undercutting the subgrade material underneath and recompacting with fill material. The new pad will consist of perforated drainage pipes and accessories, a layer od dense graded aggregate, rebar and welded wire fabric, fiber-reinforced concrete, and any other incidentals as shown on the Drawings and Specifications.
Lexington, KY
Barbourville Housing Authority Kitchen Upgrades (Materials Only)
Kitchen Upgrades
Materials Only
Barbourville, KY
Leslie Co Animal Shelter REBID
Approximately 2,600 SF one story building
Hyden, KY
Custom Cabinetry & Millwork #2867
A price contract for a portion of Louisville Metro Government’s need for Custom Cabinetry
& Millwork for a period of twelve (12) months.
Louisville, KY
RFB-82-13
approximately 0.7 mile of Malone/Jones Creek Branch Road. Dense Grade Aggregate is included for holes in pavement as encountered. Holes, shoulders and uneven areas will be filled with Dense Grade Aggregate at the discretion of the inspector. The Dense Grade Aggregate will be compacted with a vibrating compactor. Installation of aggregate and compaction will be considered incidental to “DGA”. Currently, the surface of the roadway has areas of broken/loose material. The contractor will be responsible for removing all loose material from the surface of the roadway. Additionally, any patch material that has been applied to the roadway must be removed by the contractor prior to resurfacing. Removal of this material will be considered incidental to “Bituminous Repair”. A “Tack Coat” will be applied prior to surfacing. 700 tons of bituminous material will be used based upon the estimate of 14’ of road width at a thickness of 2”. Mobilization and Traffic Control are included as necessary. For continued description see “Special Conditions”.
Morgan County, Kentucky
RFB-80-13
The project site is located on Lois Tackett Drive off Hwy 979/1426. The site is being negatively impacted by surface drainage runoff. The water enters the Tackett property at the south end from a pipe on adjacent property. The runoff periodically floods the Tackett property. To correct the problem a flat bottom gabion ditch (4 feet wide) will be constructed along a hillside on the east side of the property. Some excavation of the hill may be required for the construction of the ditch. The gabion ditch will flow into a new concrete ditch which will flow to an existing dropbox next to Hwy 979/1426.
Any excavated material will be disposed on the north side of the property on the designated waste area.
A rock core subdrain will be constructed under the waste area.
Site Preparation includes clearing and grubbing of vegetation. The construction areas shall be revegetated using agricultural limestone, fertilizer, seed, and mulch. Hay bales and silt fences shall be installed for silt and erosion control. A hoe ram bid item is included for excavation work needed for the ditches, subdrains and retaining walls.
A landscape allowance is included to replace “in kind” landscape disturbed as needed as part of normal construction efforts A utility relocation/structural removal bid item is included to move any utilities that will be required. For continued description see “Special Conditions”.
Floyd County, Kentucky
RFB-74-13
The Springfield campus of Elizabethtown Community & Technical College was completed in 2010 and is sited in the Springfield –Washington County Commerce Center off Highway 555. The building is a two-story building with a partial walk-out basement level with poured-in-place concrete retaining walls. There have been ongoing leaking problems with these walls and it has been determined after some exploratory excavation and demolition that the waterproofing and thru-wall flashing were not integrated upon initial installation. This bid package addresses these issues by excavating to expose the concrete brick ledge, removal of the brick, extension of the waterproofing and reinstallation of the brick, thru-wall flashing and accessories. The contractor shall:
• Excavate to an elevation 1’-0” minimum below brick ledge
• Remove brick to expose brick ledge and thru-wall flashing
• Extend waterproofing up vertical wall surface and behind thru-wall flashing integrating into the termination bar.
• Replace thru-wall flashing
• Reinstall brick with vents and weeps
• Replace grading to allow positive flow away from building
The scope of work is located on the north wall and west wall. The work along the west wall shall be completed first as it involved removal and replacement of a portion of concrete pavement at the building’s main entrance. Upon final grading, all disturbed
Sprinfield, Kentucky
RFB-78-13
This Work includes the construction of a 2,000 sf office building at 236 Bear Track Rd., Campbellsville, KY 42718. The building is slab-on-grade with wood framed walls, vinyl clad double hung wood windows, R-19 batt insulation, shop-fabricated wood trusses, asphalt shingle roofing, and fiber cement siding. Typical floor finish to be vinyl composition tile, typical wall finish to be painted gypsum board, typical ceiling to be suspended acoustical tiles. Typical ceiling height to be 8’-0”, typical bearing wall to be 10’-1”. The HVAC system is an electric heat pump. The building will accommodate an occupancy of 21 and house the following rooms and functions: a large workroom with kitchenette, four private offices, a small conference room, men’s and women’s restrooms, mechanical room, custodial room, communications room, and reception room. The Work also includes a small concrete parking area (1 space, accessible). Consult project documents for information regarding connecting to site utilities.
Campbellsville, Kentucy
Harrods Creek Interceptor and Force Main Phase 1, 2, and 3A
Harrods Creek Interceptor and Force Main Phase 1, Harrods Creek Interceptor and Force Main Phase 2, Harrods Creek Force Main Phase 3A, Timber Crest Drive, Deep Creek Drive, and Timberlake and Hunting Creek South Water Quality Treatment Center Lagoon Eliminations.
Louisville, KY
Pipe and Valve Replacement Curtis Pike Pump Station
Construction shall consist of replacement of all piping in pump station with ductile iron pipe, replacement of all valves except pump control valves with are to be rebuilt, installing new valve outside pump station, painting of interior of pump station and all other necessary appurtenances as needed.
Madison Co, KY
UKGS Boiler Room Repairs REBID
Various repairs to piping in the UKGS Boiler Room
Lexington, KY
Taylorsville Master Meter #1 Renovaton
Louisville Water Company is requesting Bids for furnishing and installing one underground packaged master meter vault station including excavation, unloading the station from the delivery truck, installation of reinforced concrete pad, sump pump, piping connections to existing mains and site restoration.
Louisville, KY
Painting Services #2864
A price contract for a portion of Louisville Metro Government’s need for Painting Services
for a twelve (12) month period.
Louisville, KY
City of Hurstbourne ADA Improvements Phase II
City of Hurstbourne, KY
Phoenix Building and Police Headquarters Building Elevator Renovation Project
Renovation of 6 elevators located in 2 different buildings.
Lexington, KY
