WWTP #1 Odor Control System Upgrade Project, Georgetown Municiple Water and Sewer Service
WWTP #1 Odor Control System Upgrade Project, Georgetown Municiple Water and Sewer Service
The program of work for which bids are to be submitted consists of the replacement and upgrade of the existing odor control system, including but not limited to, the replacement of the vent piping, blower fan and enclosure, and carbon absorber vessel, misc concrete work, and removal/disposal of the existing equipment and media including all related work.
The demolition and removal of an existing concrete block box culvert, the installation of 4′ x 4′ Reinforced Concrete Box Culvert, the installation of an 18″ RCP storm sewer system, the installation of turf-loc non-cabled bank stabalization blocks, and the installation of 16″ Ductile Iron sanitary sewer pipe and sanitary sewer manhole.
Bulk Floride Storage and Chemical Feed System Improvements Project, Georgetown Municiple Water and Sewer Service
Bulk Floride Storage and Chemical Feed System Improvements Project, Georgetown Municiple Water and Sewer Service
The replacement and upgrade of the existing fluoride feed system, including but not limited to, the replacement of the feed pumps, piping, scales, installing a bulk storage system and scales, double-wall containment piping, misc concrete work, and removal/disposal of the existing equipment incluiding all related electrical and plumbing work as shown on the drawings and described in the specifications.
AU Construction LLC is soliciting proposals for the adaptive restoration and renovation of the Jenkins High School building built in 1912 into 26 senior living apartments including 14 1-bedroom and 12 2-bedroom units. Scope of Work also includes a Senior Center with a commercial kitchen, and a Public TV station. Jenkins School Apartments is located at 75 Pane Street, Jenkins KY 41537.
General Scope of work includes demolition, excavation and paving, concrete, masonry and masonry restoration, structural steel, metals, rough and finish carpentry, thermal protection, roofing, all finishing trades, elevator, fire protection, plumbing, HVAC and electrical.
RFB-107-13 Tornado Damage Repairs Phase II Vo Tech & Adminis
RFB-107-13
he work includes the new construction of facilities destroyed by a tornado in March
2012 that consists of two (2) new buildings.
The Vo-Tech Classroom building has cmu walls, rigid insulation, air space w/ split face
CMU veneer and metal siding w/ continuing to roof system, roof rafters are wood
trusses, roof to have plywood sheathing/ deck w/ manufactured metal siding/ roof
panels, overhead garage doors and hollow metal door/frame, reuse of existing
concrete foundations in areas as shown all new HVAC and electrical components.
Administration building has cmu walls, rigid insulation, air space w/ fiber cement board
siding continuing to roof system as shown, roof rafters are wood I joists, roof to have
plywood sheathing/ deck with rigid insulation and 2-ply modified bituminous membrane
roofing, aluminum storefront and windows, all new HVAC and electrical components
and related site work.
RFB-112-13 Concrete Repairs Lexington World Trade Center Garage
RFB-112-13
oncrete Repairs Lexington World Trade Center Garage Project is comprised of the following work on all levels of the garage.
1. Concrete floor slab repairs.
2. Concrete beam, column, and wall repairs.
3. Installation of supplemental steel brackets.
4. CMU unit repairs and tuck-pointing.
5. Installation of supplemental drains.
6. Tooled joint, crack, cove, and miscellaneous sealant joint repairs.
7. Application of a penetrating corrosion inhibitor on all floor slab surfaces.
8. Installation of a vehicular traffic bearing membrane on all floor slab surfaces.
9. Full height noise and dust temporary construction partitions.
The work will be performed in phases to limit closure of vehicle parking spaces.
Specific limits on the number of vehicle parking spaces that may be closed in each phase are included to ensure the garage remains open for business.
RFB-111-13 Peter Creek Crossing Removal & Bank Stabilization
RFB-111-13
The proposed work consists of removal of an existing crossing on Peter Creek and restoring approximately 400 feet of Peter Creek using Natural Channel Design, including but not limited to construction of in-stream structures, excavation of proposed channels and floodplains, reshaping of existing channels, and installation of erosion control fabric.
The project site is on Peter Creek near Winn School Road, on KDFWR-managed Barren River WMA southwest of Glasgow, KY, north of Austin, KY, west of Peter Creek, KY. From Glasgow, KY, take 31E south to KY-1318. Turn right on Winn School Road and take to the end at the WMA entrance (36.8560N/-86.0161W).
Job Purchase Information:
Specs are available for $20.00 (NON-REFUNDABLE) and CDs for $20.00 (NON-REFUNDABLE) purchase payable to Lynn Imaging. Sets may be ordered through this website by using credit card/Lynn Account or by calling our direct number 502-875-8341. Allow for a 24 hour turnaround time on all orders placed. There will be a $17 shipping charge (UPS Ground) for all sets shipped out of town. All other methods of shipping have additional charges. There will be a $9.00 handling fee for the use of shipper numbers (Fed-Ex or UPS). Mail checks to Lynn Imaging 1122 U.S. 127 South, Frankfort, Ky 40601.
RFB-115-13 Franklin Co. Division of Equipment Warehouse
RFB-115-13
The purpose of this project is to stabilize and repair the northeast end wall of the Equipment Warehouse at the Kentucky Transportation Cabinet Facility located at 1219 Wilkinson Blvd. in Frankfort, Kentucky. The wall and the edge of the roof suffered damage due to a severe wind event. The repair work will include, but not be limited to, installation of temporary shoring for the roof structure adjacent to the wall and the wall itself, demolition and reconstruction of portions of the masonry wall, miscellaneous masonry repairs and tuckpointing, repairs to the roofing and flashings at the top of the wall, and re-construction of a wood shed roof area adjacent to the building.
RFB-113-13 Paducah School of Art Sculpture Building
RFB-113-13
This project consists of the construction of an approximate 7,000 SF building on the site of Madison Hall to contain art studios, a classroom, an office and other support spaces. Construction will be load bearing CMU with structural steel columns and roof supports. Exterior building materials will consist of masonry, metal wall/roof panels, aluminum storefront windows and framing. Interior finishes will consist of stained concrete, sealed concrete, spray-on acoustical insulation, acoustical lay-in ceiling, ceramic tile (in restrooms), and painted walls and exposed ceiling structure. The mechanical system will consist of variable refrigerant flow units, a package unit and exhaust fans/louvers. Site work will include building pad preparation, concrete pavement, asphalt pavement, landscaping and fencing
11,500 LF of 6″ DI Water Line, 3,730 LF of 4″ DI Water Line, 1,600 LF of 3/4″ Copper Service Line, 1,100 LF of 1″ Copper Service Line, and 32 Water Meter Sets
This project extends sanitary sewer service to the new Wrigley Elementary School from the City of West Liberty in Morgan County Kentucky. The project includes approximately 27,500 LF of new 4″ HDPE force main and 2 new wastewater pumping stations.
The City of Bardstown will accept sealed bids for the project entitled “Town Creek Treatment Plant Sewer Main Replacement”, which includes approximately 645 linear feet of 36″ gravity sewer main and construction of a new distribution box.
To Furnish all labor, materials, and the performance of all work required for the Southside Elementary School, general construction, site work, mechanical, electrical, fire protections, and plumbing construction.
Bid Package 1 – General Construction: The College & Career Center site is located adjacent to the existing North Bullitt High School, Shepherdsville KY. The new building footprint is approximately 25,800sf and will include a series of Flexible Labs, an Allied Health Lab, Multi-Purpose Room (Gymnasium), Administrative Areas, TV Studio and a Warming Kitchen. The building envelope is masonry cmu/brick cavity wall, one façade of metal panel-rain-screen wall system, insulated storefront and curtainwall, typical steel deck and composite cementitious panels for other roof portions. The roofing is PVC. The structure is steel frame and masonry load bearing. The HVAC system is ground coupled geothermal with hydronic heat pumps and make-up air. The project will also include plumbing, electrical and technology systems. Site development will include typical excavation, grading, walks, parking and the on-site relocation of an existing baseball field.
Bid Package 2 – Technology Wiring: Will include voice/data horizontal cabling, backbone cabling, mounting equipment, supports, hardware, and equipment racks with associated wire management. This bid package will also include all UTP wiring required for Owner provided security cameras, wireless access points, projectors, and video displays to be connected to the data network. (concealed conduits, boxes, and pathways in walls for data devices, conduit sleeves, data conduit above ceilings, telecommunications backbone conduit and cable trays are part of Bid Package 1)
1. The expansion of an existing asphalt parking lot at the corner of Linden Walk and Rose lane that will provide a net increase of 10 parking spaces. Existing extruded asphalt curb shall be removed along the perimeter of the existing lot to be expanded. The expansion area is relatively flat and will be excavated as necessary for the proposed pavement section. The perimeter of the pavement expansion will be bounded by new concrete curb and the new parking spaced will be striped with while paint. The existing adjacent detention basin shall be excavated to accommodate the additional storm water runoff and all disturbed areas shall be sodded. A bid alternate to replace a section of concrete sidewalk is also included.
2. The re-surfacing of an existing asphalt parking lot at the corner of Linden Walk and Euclid Ave that will provide twenty parking spaces. The existing surface is rough with several low areas that need to be filled with compacted DGA prior to pavement with asphalt. Milling will be required around an existing catch basin and along the back of the sidewalk/entrance apron along Euclid to make new asphalt surface flush with adjacent surfaces. The new parking spaces will be striped with white paint. The edge of the parking lot toward Linden Walk will be dressed with topsoil and sodded to clean up an existing jagged edge of the parking lot.