The project consists of roof replacement of BUR and Shingles. 1) BUR: Remove existing roof membrane system down to existing roof deck. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over base layer insulation, tapered insulation where indicated and cover board insulation. Provide crickets where indicated. 2) Shingles: Remove existing shingles and underlayment down to roof deck. Remove all existing nails from roof deck. Install ventilated nailbase insulation panels, self-adhering underlayment over entire roof area, and new shingles as per manufacturer’s recommendations. 3) All Roofs: Provide new metal components; e.g. metal counter flashings, roof drain leads, plumbing vent flashings, edge metal, headwall flashings, etc.
The Centralized Laboratory Facility Exterior Wall Renovation Phase VI, located at 100 Sower Boulevard, Frankfort, Kentucky (Franklin County), consist of upgrades and repairs to the exterior walls. The base bid shall consist of work centered around the north and west sides of the facility adjacent to the loading dock area. This work shall include removing and reinstalling, cleaning, and sealant replacement of exterior metal panels. Work on the interior of the wall system shall include sheathing, repair, liquid applied waterproofing, and spray foam insulation installation. As part of the overall scope of this work, general demolition and repair is required on the interior, exterior, and its replacement. The work of this project shall require access to the interior of the lab facility and will require security clearance and card access for all employees accessing the site.
A. This Work includes the construction of a 2,000 sf office building at 331 North Stewarts Lane, Danville, Kentucky 40422. The building is slab-on-grade with wood framed walls on C.M.U. stem walls on poured concrete spread footings, with 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 and interior partitions to be 10’-1”. There is to be no mechanical, electrical, or plumbing work installed above the truss bearing (the attic) unless required by the Contract Documents (i.e. vent through roof or weather head). 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. Site utilities shown on Drawings, Sheet SU-1 “Site Utilities Plan” takes precedence over those proposed/shown on “Site Survey”. For continued project description, see Special Conditions.
Project Manger Name: Dwayne Brown Phone: (502) 782-0315 mail: Dwayne.Brown@ky.gov
Estimate: $ 52,000.00
Estimated Length of Project: July 11, 2016 (Substantial Completion) + August 1, 2016 (Final Completion)
A. The Work of this Project consists of the following: 1. New electrical work (power and lighting) in an existing “high bay” portion of the Sullivan Technology Center (STC) at Henderson Community College.
Project Description:
The program of work consists of the installation of a new pre-engineered wood truss roof system with a standing seam metal roof over an existing pre-cast concrete plank membrane roof and all associated work, including aluminum gutters and downspouts, vinyl siding, soffit, and trim and other work for a complete installation.
Project Description:
This Contract provides for the installation of a 7 million gallon, covered, cast-in-place concrete, combined sewer overflow storage basin including a 9 MGD dewatering pump station, and control building. This project includes the construction of approximately 432 linear feet of 36-inch gravity sewer, 133 linear feet of 60-inch gravity sewer, 20 linear feet of 36 inch by 66 inch rectangular gravity sewer, 780 linear feet of 20-inch and 6-inch sewer force main. This project also includes the installation of Manhole structures, road work and all other appurtenant work. This project is generally located near Muncie Avenue and Drescher Bridge Road at 1827 Drescher Bridge Road.
GMWSS 2015 Wastewater System Improvements – Drake Dam Pump Station and Force Main Replacement
GMWSS 2015 Wastewater System Improvements – Drake Dam Pump Station and Force Main Replacement
Project Description:
The program of work consists of the installation of an approximate total length of 2,200 LF of 3-inch and 6-inch PVC force main via horizontal directional drilling (HOD) method, construction of one new above-ground packaged sanitary sewer pumping station (Owner supplied), and removal of one existing submersible sanitary sewer pumping station, all associated site work and electrical work, including all related appurtenances, connections to existing force mains and other work for a complete installation.
New Albany Wastewater Utility – McLean Street Pump Station Replacement Project
New Albany Wastewater Utility – McLean Street Pump Station Replacement Project
Project Description:
• Constructing a new 425 GPM duplex wastewater pumping station with an 8′ diameter precast concrete wet well, a concrete valve vault, and a shelter building for the electrical equipment
• Approximately 70′ of 6″ PVC force main
• New control panel, meter and disconnect
• Site work, consisting of minor grading, asphalt paving, gravel surfacing and fence installation
• Furnishing and installing an emergency generator with an automatic transfer switch
• Demolition of tile existing pump station building and wet well
The project consists of several repairs and upgrades to the structural frame and the foundations of the Hall of Champions Pavilion. The structure is an octagon-shaped wood-framed pavilion constructed in 1992. It is approximately 50 feet wide and 25 feet tall to the roof peak. The construction is similar to a “pole barn” system, where wood posts are fixed in a concrete base, like flagpoles, and the rest of the building frame is supported both vertically and horizontally by these pole columns.
Project Description:
Louisville Water Company is requesting Bids for installation of 20 +/- linear feet of 16-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), 20 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), the installation of 835 +/- linear feet of 8-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), the installation of 5,820 +/- linear feet of 6-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), and the installation of 410 +/- linear feet of 4-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques). Also included with the project is the installation of 9 +/- fire hydrants and the transfer, renewal, relocation or discontinue of 151 +/- customer services.
18th Street Closure Structure Abandonment Contract No. 15740 , Budget ID No. F16022
Project Description:
Description and location of Project: The demolition of existing fence, posts, asphalt pavement, and aggregate base will be followed by the benching and compacting of soil to establish contours and provide slope stabilization for the connection of the levee at the 18th Street Closure. Site access is north of Interstate 64, located northeast of the intersection of N. 18th St. and Northwestern Parkway, Louisville, KY.
The Perry North Portals Group AML Reclamation Project is located roughly along and to either side of KY Highway 80, between the junction of KY 80 with KY 1146 North in northern Perry County and the junction of KY 80 with KY 2102 in Knott County. The project will result in approximately 6.2 acres of disturbance, and will include the closure of ten (10) abandoned pre-law underground mine openings, the correction of two (2) drainage issues related to underground mining, and the elimination of one (1) group of hazardous mine structures (footer pylons). or continued project description see Special Conditions.
The Perry North Portals Group Phase 1 AML Reclamation Project is located roughly along and to either side of KY Highway 80, between the junction of KY 80 with KY 1146 North in northern Perry County and the junction of KY 80 with KY 2102 in Knott County. The project will result in approximately 6.9 acres of disturbance, and will include the closure of six (6) abandoned pre-law underground mine openings, the correction of four (4) drainage issues related to underground mining, and the elimination of one (1) rock overhang associated with a collapsed underground mine opening. For continued project description see Special Conditions.
The project scope includes the modifications to pavement, sidewalk and adjoining areas along the First Street right of way between Broadway and Gray Streets. Improvements include the replacement of existing parallel parking lanes with landscape islands and the enhancement of the pedestrian sidewalk zone with new concrete sidewalks, landscaping, lighting, and decorative walls and railings (located outside the right of way within JCTC property).
This new building, located on the Madisonville Community College campus, will be benched into the hillside creating a three-story building from the quadrangle and a two-story building from the parking lot and approach side.Additional parking will accommodate the needs of the new facility. As part of the improvements associated with this project, a new campus entrance is included along with work to remove an obstructive knoll located in the South Parking Lot. The project includes a new storm water retention basin in a low drainage area downstream from the new building. This basin detains water entering the watershed to the south. A new electrical service to campus will be part of this infrastructure work. The building is a three-story steel frame building on poured concrete foundations and retaining walls. The lower level floor is a 4” thick concrete slab-on-grade. Upper level elevated floor slabs are 5” thick composite steel deck and concrete reinforced slab. Structural columns are a combination of both wide-flange and tube steel. Exterior walls are brick veneer over 6” steel studs with insulation, exterior sheathing, and gypsum board. Interior partitions are metal studs and gypsum board. Roof framing is comprised of steel bar joists and metal deck. The roof membrane is an insulated SBS modified bitumen 20 year roofing system with ¼” per foot slope and R-25 insulation.
Project Description:
Consisting of the construction and/or furnishing of all labor and/or materials and performing all work for the Haley Pike Landfill Forcemain, Lexington-Fayette County, Kentucky.
Gate 147 Bank Stabilization Project Contract No. 2014-036, Budget ID No. F16063
Project Description:
Description and location of Project: The benching and compacting of soil to reestablish the original contours and provide slope stabilization for the levee at Floodgate 147. Site access from Lower River Road, Louisville, KY.
Project Description:
The work to be bid is generally described as follows:
7,000L.F. – 15″ Dia. SDR 35 PVC gravity sewer with accessories 32 – 4′ Dia. Manholes with accessories
CCK-2094-16 Cooper Dairy Building Restrooms Renovation
CCK-2094-16 Cooper Dairy Building Restrooms Renovation
Project Description:
THIS PROJECT IS FOR THE RENOVATION AND UPDATES TO THE FIRST FLOOR PUBLIC RESTROOMS IN THE COOPER DAIRY BUILDING. THIS RENOVATION WILL INCLUDE NEW FIXTURES, FINISHES, PARTITIONS, LIGHTS, AND EXHAUST FANS. A NEW JANITOR’S CLOSET WILL BE ADDED. THE DOORS WILL BE REVISED TO ALLOW FOR WHEELCHAIR ACCESS AND A NEW ACOUSTICAL CEILING AND GRID WILL BE INSTALLED IN EACH ROOM.
CCK-2093-16 Ag Science Center North – Renovation of Labs N323 & N325
CCK-2093-16 Ag Science Center North – Renovation of Labs N323 & N325
Project Description::
THIS PROJECT IS FOR THE RENOVATION/UPGRADE TO ROOMS N323 AND N325 INTO NEW/UPDATED LABORATORY SPACE, EXISTING LABORATORY EQUIPMENT AND WORK STATIONS IN THE ROOMS WILL BE UPGRADED AND NEW ROOM FINISHES, LABORATORY EQUIPMENT. Lab casework is being purchased under separate contract – GC will coordinate installation of casework. Base bid includes new fume hoods connected to existing controls etc. as detailed. Alternate bid #1 shall include the new HVAC work and controls as noted on the plans for both lab spaces for the fume hoods.
Choctaw Trail and Yuma Trail Water Line Improvements
Choctaw Trail and Yuma Trail Water Line Improvements
Project Description:
The installation of approximately 1,880 L.F. of 6-inch PVC water line pipe, approximately 569 L.F. of 3/4-inch and 1 inch polyethylene service line pipe, 2 fire hydrants, 17 meter settings, and accessories.
Project Manager Name: Tony Yates Phone: (502) 782-0338 Email: Tony.Yates@ky.gov
Estimate: $495,000.00
Estimated Length of Project: April 15, 2016 (Substantial Completion) + April 29, 2016 (Final Completion)
This project primarily consists of the replacement of existing chiller C-2 and replacement of existing cooling tower CT-1. The new chiller and new cooling tower will each be owner purchased and not a part of this project. Only the installation of new chiller and new cooling tower is included in the scope of work. The project also includes modification of existing piping, valves and controls, as needed to facilitate the installation, startup and commissioning of new chiller and new cooling tower. The project also includes replacement of existing motor on pump P-1, with new inverter-duty motor and VFD.
