Hardin Co Water District #2 Case Loop Pump Station
Hardin Co Water District #2 Case Loop Pump Station
Contract consists of one (1) above ground pump station and appurtenances.
Elizabethtown, KY
Hardin Co Water District #2 Case Loop Pump Station
Contract consists of one (1) above ground pump station and appurtenances.
Elizabethtown, KY
Emergency Generators at Jeffersontown Fire District Station No. 1 #2990
To furnish all labor, material and necessary equipment for Emergency Generators at
Jeffersontown Fire District Station #1.
Louisville, KY
Wolf Run Pump Station Relocation Contract B
The project consists of the construction and/or furnishing of items as listed in the Bid Schedule in Part III, including the construction of approximately 3,600 lf of 48-inch gravity interceptor sewer, 625 lf of 10-inch gravity sewer, and 9,500 lf of 30-inch force main with appurtenances.
Lexington, KY
Contract 7 Water Main Extensions Hardinsburg KY
The construction of approximately 77,500 linear feet of 8-inch and 4-inch water mains and all replace appurtenances.
Hardinsburg, KY
Contract 1 Hancock Co – US 60 Water Main Extensions
6,800 LF of 8-inch water main and all related appurtenances.
Hancock Co, KY
KCH Bid Pkg 5 Structural Steel & Earthwork
Louisville, KY
Millard Elementary Land Clearing
Millard Elementary Land Clearing
5472 East Shelbiana Rd
Millard, KY 41501
Please note revised Pre-Bid and Bid Dates:
Pre-Bid Date: 01-29-13 at 1:00 PM at Jobsite
Bid Date: 02-05-13 at 2:00 PM
Millard, KY
Rattlesnake Ridge Water District Contact H-1 Water Line Relocations
Contract H-1 Water Line Relocations
a.) 7,500 LF 12″ HDPE (DR 9, IPS) waterline
b.) 19,000 LF 12″ HDPE (DR 11, IPS) waterline
c.) 2,500 LF 6″, 4″, 3″ HDPE (DR 11, IPS) waterline
d.) 5,000 LF 2″/1″ HDPE (DR 11, DIPS) waterline
e.) 1,100 LF Horizontal Directional Drilling (1″ & 2″ HDPE DR 11)
f.) 1,200 LF 20″, 8″ steel casing (bored and open cut)
g.) 61 EA 12″, 8″, 6″, 4″, 3″, and 2″ gate valves, ARV’s, blowoffs
Grayson, KY
RFB-139-13
This scope of work will include but is not limited to: The removal of the accumulated material in the swimming area. The removal of the soil and sand mixture on the beach area. The removal of silt and debris from an existing diversion ditch and culvert around the beach for Clifty Creek. The placement of new sand on the beach and swimming area. The restoration and repair of concrete retaining walls delineating a bypass ditch immediately adjacent to the beach. The removal and replacement of one culvert under a crushed stone access road. The modification of a concrete wall to prevent water from undermining the structure. The installation and maintenance of erosion control measures throughout the duration of the project. The installation of a new emergency telephone. Alternate #1- The restoration and repair of the concrete steps over the bypass ditch on the main walkway to the beach. Alternate #2-The removal of downed trees and limbs from the east side of the beach area. Alternate #3-The installation of a new foot washing station on the beach. Alternate #4-The complete removal of an existing concrete diving platform.
Dawson Springs, Kentucky
RFB-144-13
The work consists of a new one story, 2000 square foot office facility with reception
room, large work room, private offices, toilets, mechanical and custodial rooms.
1. The building is slab-on-grade with wood framed walls. Materials include metal
siding, asphalt shingles, double hung windows, hollow metal doors and frames, flush
wood solid core doors, gypsum board, vinyl composition tile and acoustical lay-in
ceiling panels.
Murray, Kentucky
RFB-143-13
This project generally consists of re-roofing approximately 22,790 square feet of
existing corrugated metal panel roofing with new rigid insulation filler/cover board and
mechanically fastened single ply membrane roofing system. Other associated items
such as wood blocking installation, misc. sheet metal, incidental painting and limited
demolition of existing roof top terminals/ curbs, entry soffits, metal fascias. Two
separate roof canopies of approx. 228 sf located over entries shall also be included
such as roofing system, fascia and soffit replacement.
Paducah, Kentucky
RFB-138-13
The work consists of a new one story, 2000 square foot office facility with reception
room, large work room, private offices, toilets, mechanical and custodial rooms.
1. The building is slab-on-grade with wood framed walls. Materials include metal
siding, asphalt shingles, double hung windows, hollow metal doors and frames, flush
wood solid core doors, gypsum board, vinyl composition tile and acoustical lay-in
ceiling panels.
Madisonville, Kentucky
Gallatin Co Water District 2012 Extension
This contract consists of the installation of approximately 4,574 LF of 8″ PVC Pipe, 270 LF of steel casing (open cut), valves, fittings, and appurtenances as shown on the plans. All pipe, fittings and valves will be furnished by the Owner.
Gallatin Co, KY
Powell County High School Addition and Renovation
The Powell County high School project consists of addition and renovation components affecting the following programmatic elements. Addition work includes approximately 13,500 SF addition including 6 classrooms, 1 band choral suite, and a public restroom. Renovations include converting 12 existing classrooms into 9 classrooms and 1 computer classroom. Structures will primarily consist of concrete footers with stem wall foundations with slab-on-grade concrete slabs. Walls will consist of load bearing CMU walls with a thermal spray-foam insulated cavity wall system and brick façade on exterior walls. A 2-ply modified SBS roof membrane system will be over a lightweight insulating concrete, metal deck system over steel metal joists. Interior partition walls will consist of a mix of CMU walls and metal stud/gypsum board assemblies. Interiors will be fully finished with paint, tile flooring system, and a mix of 2×4 ceiling tile/grid and gypsum soffit systems. Mechanical systems will be roof top package systems providing individual controls for classrooms. Electrical, data and communication systems are noted and fire alarm and suppression systems are considered for this work. Additionally, an internal courtyard with pavers and low-maintenance landscaping is also considered as part of the base bid elements of this project.
Stanton, KY
City of Beattyville Streetscape Phase ll
All demolition, backfilling of planters, and landscaping are the responsibility of the City of Beattyville, unless otherwise noted. New construction will consist of concrete sidewalks and aprons, steps, concrete curbs, storm drainage, asphalt, crosswalks, site lighting, utility infrastructure, and other miscellaneous items.
Beattyville, KY
Allen Co Water – District Emergency Power Generators
The project consists of the construction of emergency power generators (complete and operable) at three (3) existing booster pump station sites.
Allen Co, KY
City of Campton Drainage, Sidewalk, and Curb and Gutter
Wolfe County Fiscal Court/City of Campton Station 6+50 to 22+78 KY 191 East Main Street Drainage, Sidewalk, and Curb and Gutter construction including, but not limited to, concrete to construct the sidewalk and drainage system.
Campton, KY
Deep Spring Elementary Addition and Renovation
The work includes the renovation of the existing school with new additions for a total of 69,636 SF. The existing school has approximately 55,745 SF with approximately 4,635 SF being demolished, and the additions have 17,752 SF – all part of a one-story building, though there are multiple levels with a change in elevation of 8’-0” from the main entry down to the existing Gymnasium. Deep Springs Elementary School was originally built in 1963 with major building additions in 1966, 1975, and 1988. The scope of work for the current major construction project includes but is not limited to: selective and building demolition, removal and replacement of mechanical systems including installation of variable refrigerant volume systems, replacement of existing electrical systems, fire protection, fire alarm systems, interior finishes (walls, ceilings, floors and base), door hardware, site improvements and paving, replacement of kitchen equipment and the addition of 17,752 SF of new Administrative Area, Kitchen, interior ramped corridor connection to Gym, Classrooms, Mechanical Room, and secondary entry vestibules. The Decagon wing will undergo a major renovation and will be stripped down to only leave the steel structure. The work effort will be executed in four principle phases beginning in May 2013 and ending in January 2015. The building will be occupied during all phases of construction work.
Lexington, KY
Wolfe County Extension Service Office
Construction Site:
20 N Washington Street
Campton, KY 41301
Contract 2 150K Gallon Elevated Tank Brooksville, Ky
A 150,000 gallon elevated water storage tank inclouing tank, tank foundation, site preparation, excavation, valve vault, access road and all appurtenances as shown on the plans and specifications, complete in place.
Brooksville, KY
Contract 1 Water Line Upgarde Brooksville, Ky
Approximately 2,565 l.f. of water line upgrade and appurtenances
Telemetry System
Brooksville, KY
KY 1110/28 Waterline Interconnection Project, Contract 1 Waterlines
Work is to include installation of approximately 29,00 LF of 8-inch waterline with 400 LF of various sized directionally drilled creek/river crossings and other appurtenances. Installation of a master meter vault with telemetry, a pressure reducing vault and 65 service connections.
Jackson, KY
Medical Center Waterline Improvement Jett Drive
Jackson, KY
2349.0 UK Soccer Complex
Construction of a new 1,195 seat stadium with an elevated press box and team facilities on the first level. The structure is CMU and steel framed with concrete slab on metal deck. The grandstand consists of steel angle frame type aluminum bleachers on concrete concourse slab. Approximately 663 chair back and 532 bench back seats will be provided. The team facility includes two team locker rooms with shower areas, two team lounges and space for training, officials and visiting teams. Two bridges will connect the Soccer Complex to the existing Softball Stadium.
Demolition work includes the removal of existing bleacher concrete slab foundations (bleachers to be removed by owner). The work includes foundations, steel structure, concrete masonry unit walls, concrete slabs, brick finish, grandstands and steating systems, metal wall panel systems, TPO roofing system, glazing systems, finishes, mechanical and electrical systems; The facility is a Type 2B Construction per the Kentucky Building Code.
Lexington, KY