RFB-6-2013
The project consists of work on two cottages, one workshop building and the three
section recreational learning center classroom building as follows; removal of all
existing asphalt shingles and cover the fascias of two cottages, the removal of all
deteriorated plywood siding along the bottom edge of the gables behind the existing
wood trim that has warped out away from the wood roof members, all damaged wood
trim will be replaced with equivalent trim with stable backing for proper fastening of
aluminum cladding before new aluminum cladding installed as shown on the drawings,
all fascia and soffit areas and gable ends of the buildings are to be covered with vinyl
siding products and all 1″ wood trim will be clad with aluminum and the top edges
caulked and sealed as shown.
RFB-4-13
A. Existing Building: Madison Hall is a 7, 500 SF existing building in the lower town neighborhood of Downtown Paducah, Kentucky. The existing building was built in early 1900s and has been used as a catering and banquet facilities for the last several years. The existing lot also has 37 paved parking spaces which will be partially maintained for this renovation. Three to four of the existing mini-storage building units will be demolished to provide space for new mechanical equipment and trash dumpsters. The Paducah School of the Arts will be the new space user for this building with renovated facilities on both the interior and exterior of the facility.
B. Interior: A comprehensive building program was developed to determine the best use of adapting the existing facility. Ultimately, the building will be the home for the ceramics and jewelry academic programs. A series of large, open studio spaces are provided for each academic discipline along with the required support spaces, storage areas and faculty offices. Many of the existing facilities will remain such as the building footprint (no addition is being made) and the public restroom facilities. The interior finishes will be industrial with exposed brick in some places, exposed plywood for other wall surfaces and unpainted and sealed concrete floors throughout the building. A number of large glass windows will be installed in the building to allow natural light to flood into the interior spaces and provide a visual connection for both people on the outside and inside of the facility.
C. Exterior: The main entry of the building will be relocated to an existing garage opening to provide more generous access into the building and provide a welcoming entry canopy, glass vestibule and landscape areas at the entryway. The existing parking lot will be maintained with the existing curb cuts and paving. A modest area of the parking lot, closest to the new building entry, will be removed to allow the new entry and landscape area to be created. The existing roof will be maintained as much as possible with limited alterations taking place at locations required for new ventilation. The exterior brick walls will be repainted.
Consisting of the construction and/or furnishing of items listed in the Bid Schedule begining on page P-7, for various small projects such as roadway construction, repair, sidewalks, storm water or snaitary sewer improvements in Lexington-Fayette County, KY at work sites to be determined plus incidentals necessary to complete the work.
The scope of work consists of a full restaurant ground up build. All mechanical trades will be required as well as glass/glazing, drywall/metal stud, rough carpentry, finish carpentry, tile, acoustic ceiling, painting, and roofing.
Louisville Water Company is requesting Bids for the referenced project consisting of the following: Furnish and Install 5,195+/-lineal feet of 12-inch PVC DR-18 C900 pipe, 165+/- lineal feet of 12-inch Pressure Class 350 ductile iron water main and 150+/- lineal feet of 12-inch Pressure Class 350 ductile iron restrained joint water main and appurtenances; installation of 6 fire hydrants; and to restore the site and all of the above shall be made ready for use in accordance and compliance with the Contract Documents. Pipe and pipe appurtenances will be supplied by the contractor.
DS related to NE Louisville Loop Multiuse Path Middletown Eastwood Trail MET Segment on US 60 between Old Shelbyville Rd to N. English Station Rd
DS related to NE Louisville Loop Multiuse Path Middletown Eastwood Trail MET Segment on US 60 between Old Shelbyville Rd to N. English Station Rd
Request for Qualifications for a contract for Design Services related to Northeast Louisville Loop Multi-use Path: Middletown Eastwood Trail (MET) Segment on U.S. 60 between Old Shelbyville Road to N English Station Road.
Base Bid
HVAC Replacement – 1BR, 2BR, 3BR & 4BR Buildings (Wallace Circle) Replace existing condensate pump Replace concrete pads, thermostat wires & exterior disconnects Replace return air grill/filter and thermostats Install new GFCI outlet next to condensing unit Existing condensate lines and grills/registers to remain
Install New Parking (Wallace Circle) Install new parking Expand existing parking spaces to accommodate 2 cars per unit Add driveways in front of buildings without parking spaces
Alternate No 1 Install inter doors (Mt. Crest)
Alternate No 2 Install 1- 36” interior door (Mt Crest)
Alternate No 3 Install 1 cable/phone outlet (Wallace Circle)
The program of work for which bids are to be submitted consists of 185,939 lf of 8,6 and 4 inch water main and 1 booster pumping startion and all related appurtenances as shown.
The scope of work consists of a full restaurant ground up build. All mechanical trades will be required as well as glass/glazing, drywall/metal stud, rough carpentry, finish carpentry, tile, acoustic ceiling, painting, and roofing.
a. Remove and replace existing sidewalk 1400 SY
b. Stamping and staining of sidewalk 650 SF
c. Planter boxes 12 EA
d. Streetlamps 12 EA
e. Electric Panel 1 EA
f. Paving and striping 500 SY
RFB-108-12
The Project Scope of Work consists of a specified renovation to an existing Primary Historic Brick Structure, dating 1820’s with an 1854 addition, and a secondary Historic Smoke. The essence of the renovation is: Removal of an existing metal roof and installation of a new Historic Standing Seam Metal Roof. Replacement of a damaged section of the existing wood hip roof framing and replacement with new. Removal of existing damaged fascia/soffit and replacement with new. Replacement of existing box gutters and replaced with new per existing. Reworking existing and repairing existing damaged wood hung windows to be operable. Replacing and reworking existing wood floor framing and support columns. Minor existing exterior brick wall repair and miscellaneous tuck pointing. Interior finish scope of work including wet plaster patch, skimcoat and paint.
Phase 4 consists of construction a landfill cap system over the remaining 28 acre active portions of the site and various improvements to the previously capped areas. The landfill cap system consists of geocomposite gas vent layer, gas vents, 40-mil LLDPE geomembrane, geocomposite drainage layer, and 36 vegetative layer.
City of Frankfort Myrtle Avenue Gravity Sewer Rehabilitation Project
City of Frankfort Myrtle Avenue Gravity Sewer Rehabilitation Project
The bid package will consists of approximately 4,284 LF of sewer line rehabilitation. This bid package uses a combination of Cure In Place Pipe (CIPP) lining, HDPE installation via pipe bursting, and open cut repair. The Rehabilitation portion of the sewer pipe shall be televised using CCTV in accordance wwith PACP standards prior to the start of construction and post construction. Contractor shall be required to maintain flow during all aspects of the construction. The construction site shall be restored to preconstruction site conditions.
This contract consists of constructing a landfill cap system over the remaining 28 acrea active portions of the site and various improvements to the previously capped areas.
Approximately 6020 LF of 8″ PVC water line, 13 gate valves, 5 dry tap connections, 4 fire hydrants, 40 LF bores with steel encasement, 30 LF of open cut with steel encasement, directional bores, 160 LF of 8″ HD PE pipe, and all necessary appurtenances.
Contract 1 – 500,000 Gallon Elevated Water Storage Tank
Contract 1 – 500,000 Gallon Elevated Water Storage Tank
Construction of a 500,000 gallon elevated water storage tank, a prefabicated pump station including roadways, fencing, piping, valves, hydrants, generator, seeding, and all other necessary appurtenances.
Construction of a new softball stadium, with 1400-1500 seats, press box, elevated concourse, toilet rooms, concessions area, elevator and various support spaces; The work includes foundations, steel structure, brick and concrete masonry, grandstand and seating systems, metal wall panel systems, TPO roofing system, glazing systems, finishes, mechanical and electrical systems; The facility is a Type 2B Construction per the KY Building Code.
1. Construction of a new Hitting Pavilion, with team locker room/shower facility, lounge and couches office; The work includes foundations, steel structure, brick and concrete masonry, metal wall panel systems, TPO roofing system, glazing systems, finishes and mechanical and electrical systems; The facility is a Type 2B Construction oer the KY Building Code.
2. Sitework associated with the above construction.
