Construction includes but is not limited to demolition, grading, site utilities, concrete paving, site lighting, a decorative fountain , brick masonry, steel railings, pedestrian lighting, sod, seed and landscape planting.
2402.1 Pavilion A 9th and 10th Floors Fit-Out Bid Package 01
2402.1 Pavilion A 9th and 10th Floors Fit-Out Bid Package 01
Public Notes:
This package involves the Interior Fit-Up work for the Phase 1F Pavilion A – 9th and 10th Floors. The work will be performed under contract with the Construction Manager, Turner Construction Company.
9th and 10th Floors Fit-Out BP01 Architectural
TC-002 General Trades
TC-003 Millwork and Casework
TC-004 Drywall and Ceilings
TC-005A Tile
TC-005B Flooring
TC-006 Painting and Wall Covering
WKU-PDC-2015-021 Demolition of Thompson Complex North Wing
WKU-PDC-2015-021 Demolition of Thompson Complex North Wing
This project shall be to demolish and remove Thompson Complex North Wing located on the main campus of Western Kentucky University in its entirety including footers/foundations and existing underground utility piping. The building is of concrete frame construction originally built in 1960 consisting of 72,534 total gross square feet on four levels (one on-grade with three elevated levels). The building does have a partially excavated crawl space.
Bowling Green High School Fluid Cooler Replacement
Bowling Green High School Fluid Cooler Replacement
The project scope includes removal and replacement of an existing fluid cooler that has exceeded its useful life. Removal of the existing unit may include minimal modification to the existing structure and roof system.
The project includes the extension of the Sports Center Drive to Woodland Ave, concrete sidewalks, storm drainage, sanitary sewer work, street lighting, and alterations to existing parking lot as indicated on the drawings. There is also coordination with water and gas companies for the installation of utilities in the roadway.
Clark County Lower Howard’s Creek Nature Heritage Preserve Rebid
Clark County Lower Howard’s Creek Nature Heritage Preserve Rebid
Installation of sediment and erosion control measures, clearing / grubbing of overgrown understory vegetation, stabilization of the trails , repair of stone retaining, boundary, and turnpike fences, the installation of a vault toilet, expanded metal grating ditch crossings, proposed plantings, and the construction of an entrance kiosk with interpretive sign panel.
I-75 Porter Road Pump Station Electrical Improvements
I-75 Porter Road Pump Station Electrical Improvements
The program of work for which bids are to be submitted consists of the installation a new underground 480 volt, 3-phase service and service disconnect, installation of OWNER supplied pumps and control panel, construction of a raised galvanized steel platform for all electrical equipment, testing of pumps and control panel, including all related appurtenances.
This is a renovation of the existing old locker room at the soccer/softball complex turning the facility into an office and administration area for the softball and soccer coaches and staff. The renovation area is approximately 4,425 square feet. There is a demolition of existing walls and exterior elements for the renovation and addition. The existing structure is a concrete block with brick veneer and wood trusses. The new addition will match the existing construction type. The HVAC, Electric and Plumbing systems are to be updated along with installing a sprinkler system, fire alarm systems, and infrastructure for security and CIT.
Adair Youth Development Center
Estimate:
$ 97,756.00
The project involves miscellaneous repairs for the Adair Youth Development Center in Columbia, Kentucky. The work includes but is not limited to the following: replacement of selected window glazing units in hollow metal frames, minor interior wall prime and paint, some new flashing, sealant and caulks, and exterior surface rust removal and painting.
AML Reclamation Project
Estimate:
$ 77,890.00
The Jim Osborne Portals AML Reclamation Project, located in the northeastern portion of Lawrence County, near the community of Fallsburg, is comprised of one site. The project will result in approximately 5.6 acres of disturbance, and includes the closure of five (5) relict underground mine openings. Four (4) of the mine openings are to be fitted with bat-friendly wildlife access gates, while the fifth, an apparent ventilation fan structure, will be excavated, fitted with a proper drainage structure, and resealed. Project-related disturbance at this site is likely to result in the disturbance of any trees over 5” diameter at breast-height (DBH). Revegetation will be effected through use of the standard AML Seed Mix for Pasture.
Implementation of standard AML Best Management Practices (BMPs) will prevent significant amounts of sediments related to project construction activities from entering area streams. These standard BMPs include such measures as hay-bale silt barriers and silt fence, and prompt revegetation of all disturbed areas. Cover crop is included for all sites in the event that a cessation of work (such as a seasonal or weather-related shutdown) at any or all sites will result in a lack of disturbance for more than 14 calendar days. All sediment and erosion controls, including cover crop, must be maintained throughout the duration of any such cessations. For continued description, see Special Conditions.
Henderson Community College
Estimate: $988,231.00
Construction of a 6,000 square feet pre-engineered structure and associated site work to provide welding labs, classroom, storage and office space for OCTC. The work includes General, Mechanical and Electrical Construction.
There are two Add Alternates.
Add Alternate No 1 – Brick Veneer: Provide brick veneer and strip footings where indicated in the Drawings.
Add Alternate No 2 – Concrete Pavement: Provide 6″ think reinforced concrete drive in lieu of gravel pavement as indicated in Drawing C1.1
Lake Cumberland State Resort Park
Estimate:
$ 53,300.00
The project is a re-roof of the Pool Building at Lure Lodge, Lake Cumberland State Park. This project includes the lower roof only (above the pool). The roof is approx. a 3:12 slope shed & gable roofs. The work consists of a complete tear-off of the existing roof and replacement with an asphalt shingle roof. The work also includes the demolition and removal of the existing skylight system, installation of new
structural tongue and groove wood decking, and installation of rigid insulation and plywood sheathing. The work also includes associated trim and sheet metal flashing components. Finishes include painting new trim & staining the interior face of the new decking.
The Jocelyn George Portals AML Reclamation Project will result in the disturbance of approximately 1.0 acre. This project will result in the closure of two relict underground mine portals and the construction of drainage controls associated with these mine openings. The site is located within and immediately adjacent to a residential lawn, but may result in the disturbance of trees measuring over 5” DBH in the immediate vicinity of the portals and adjacent to Tick Vanhoose Branch Road. Due possibility of damage to potential Indiana bat day-roost and/or maternity colony habitat, it is anticipated that this project will take place between October 15 and March 31.
The work to be performed consists of:
Roof Replacement consisting of the following;
Shingle Replacement
Metal Drip Edge
Ridge Vent and Attic Vent Replacement
Plumbing Vent Replacement
CCK-1989-15 Solar Energy Improvements Ralph G. Anderson Building
CCK-1989-15 Solar Energy Improvements Ralph G. Anderson Building
Provide 29.12kW roof mounted PV system. PV system will tie into existing motor control center via new 225A/3p breaker in penthouse of Ralph G. Anderson Building. A new electrical panel and associated power inverters will be set in penthouse to tie into existing system. System will be provided with network monitoring and internet access for real time data and system notification.
The work to be bid is described as follows:
Approximately 276 L.F. – 48 in. Dia. SDR 35 PVC gravity sewer with accessories.
Approximately 3 15 L.F. – 24 in. Dia. TH CL 55 Ductile Iron gravity sewer with accessories.
Approximately 290 L.F. – 18 in. Dia. TH CL 53 Ductile Iron gravity sewer with accessories.
Approximately 14 L.F. – 16 in. Dia. PR CL 350 Ductile Iron gravity sewer with accessories.
Approximately 1,287 L.F. – 10 in. Dia. PR CI 350 Ductile Iron force main sewer with ace.
Seven (7) manhole structures with accessories.