Estimate: $189,925.00 Estimated Length of Project: (Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed project (approximately 16 acres total) consists of a pond removal and drainage control in Johnson County. The project area is located on the United States Geological Survey (USGS) 7.5’ Sitka quadrangle (see the attached project and site maps). The Curtis Kitchen Site consists of removing a pond behind the Curtis Kitchen residence and constructing a ditch outletting to the existing stream across Hall Branch Road. The site is located at 1650 Hall Branch Road, near the community of Flat Gap, KY. The project area is centrally located at N 37° 56’ 56.55”, W 82° 51’ 43.77”. To reach the site from the AML From the Prestonsburg Field Office, travel north on US 23 toward Paintsville. After continuing on US 23 past Paintsville, KY, turn left onto Route 201. Travel Route 201 for approximate 9.6 miles. Turn left onto Slone Branch Road and travel for approximately 1.5 miles. Turn right onto Franks Creek Road and travel approximately 0.2 miles. Turn left onto Hall Branch Road and travel approximately 0.2 miles. The home is located on the right. It is a red brick exterior home with a carport. Please see spec book for full project description.
CCK-2150-17 Pav A PACU & Surgery Phase 1-3A – 2402.7
CCK-2150-17 Pav A PACU & Surgery Phase 1-3A – 2402.7
PROJECT DESCRIPTION:
This package involves the Fit-Up work for the Phase 1G Surgery Phases 1-3a and PACU. The work will be performed under contract with the Construction Manger, Turner Construction Company.
Separate bids for this project shall be submitted for the following work categories:
Surgery Phases 1-3a and PACU – BP-01
TC-062 – General Trades
TC-063 – Doors and Hardware
TC-064 – Drywall and Ceilings
TC-065 – Flooring
TC-067 – Painting
TC-068 – Fire Protection
TC-069 – Mechanical/Plumbing
TC-070 – Electric and Technology
The project generally consists of the following: 1. Complete tear-off of existing roof membrane down to metal deck substrate. 2. Retrofitting of new drains installed in existing drain pans. 3. Installation of new sheet metal coping. 4. Installation of new rigid insulation over vented base sheet. 5. Installation of 1/2″ fiberboard over rigid insulation. 6. Application of new 2-ply SBS Modified-Bitumen roof system. 7. Miscellaneous other work as described in documents.
PROJECT DESCRIPTION:
The intent of this project is to:
1. Repair and waterproof the exterior wall
2. Remove asbestos floor tile and mastic on three landings
3. Repair the welding failures of the stair at the 6th floor landing
4. Repair the damaged concrete landings of the 4th, 5th and 6th floors
5. Replace the floor tile on three landings
6. Repair the ceiling glue-on tile on the 6th floor
7. Repaint the metal stair tower and the interior of the east (exterior CMU wall) of the 4th, 5th, 6th and 7th levels of the stairway.
PROJECT DESCRIPTION:
Spindletop’s out buildings were constructed in the 1930’s, and over the years have deteriorated due to typical weathering and deterioration. This project is to repair/restore identified elements of these buildings to excellent condition as well as to their historical integrity.
16-124 / Minor Lane 30-Inch Grid Tie and N. English Station Road 36-Inch Grid Tie
16-124 / Minor Lane 30-Inch Grid Tie and N. English Station Road 36-Inch Grid Tie
Louisville Water Company is requesting Bids for the removal, supply, and installation of 30 +/- linear feet of 48-inch PCCP water main and appurtenances (using traditional trench installation techniques), removal, supply, and installation of 30 +/- linear feet of 30- inch PCCP water main and appurtenances (using traditional trench installation techniques), the supply and installation of 225 +/- linear feet of 30-inch PCCP or Pressure Class 250 ductile iron water main and appurtenances (using traditional trench installation techniques), the supply and installation of 650 +/- linear feet of 36-inch PCCP or Pressure Class 250 ductile iron water main and appurtenances (using traditional trench installation techniques), the removal, supply and installation of 30 +/- linear feet of 36-inch PCCP water main and appurtenances (using traditional trench installation techniques), and the removal, supply, and installation of 40 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main and appurtenances (using traditional trench installation techniques). Also included with the project is the renewal of 1 +/- customer service.
PROJECT DESCRIPTION:
Louisville Water Company is requesting bids for Allmond Truck Wash Roof Replacement & Masonry Improvements. This project consists of providing all labor, rigging, tools, equipment, and materials to replace the roofing system, rehabilitate the exterior masonry, and prep & paint the interior & exterior at the Allmond Avenue Truck Wash Building.
Project Location: Louisville, Kentucky More Details
RFB-30-17 Freedom Hall Fan Wall Exhaust
Kentucky Exposition Center
Project Manager Name: Tony Yates Phone: (502) 782-0338 Email: Tony.Yates@ky.gov
Estimate: $164,000.00
Estimated Length of Project: September 30, 2016 (Substantial Completion) + October 28, 2016 (Final Completion)
Installation of exterior exhaust fans on the upper north face of Freedom Hall arena at the Kentucky Exposition Center in Louisville, Kentucky.
Nelson County Fiscal Court – Contract 1: Thai Summit Drive Water and Sewer Extensions
Nelson County Fiscal Court – Contract 1: Thai Summit Drive Water and Sewer Extensions
PROJECT DESCRIPTION: The work consists of approximately 1110 LF. of 12″ MPYC water line; 455 LF of 12″ gravity
sewer; 2,115 LF. of 6″ PVC force main; and a 25 HP duplex sewage lift station.
PROJECT DESCRIPTION: Consisting of the construction and/or furnishing of items plus incidentals necessary to
complete the work. The work entails construction of approximately 1120 linear feet of Asphalt Trail, 1054 linear feet of concrete sidewalk, ADA Ramps, signage, crosswalks,
seeding/sod, tree plantings, and demolition of trees, existing curb, walk, landscaping, and
fencing on the southside of Loudon Avenue
Troublesome Creek Environmental Authority – Ball Creek Wastewater Lines Phase II-HWY 80
Troublesome Creek Environmental Authority – Ball Creek Wastewater Lines Phase II-HWY 80
PROJECT DESCRIPTION: Construction of approximately 65,000 linear feet of 6 inch sanitary sewer force main line
and approximately 1,000 linear feet of 2 inch sanitary sewer force main line, The
installation of four (4) pump stations and 32 residential grinder stations. The Contractor
shall furnish all materials, equipment and labor necessary to complete the construction of
the sanitary sewer force main line, appurtenances and reclamation. Project will include
four (4) sanitary sewer submersible duplex lift stations.
Housing Authority of Richmond – Roof Replacement, EIFS Installation, & Storage Building Construction
Housing Authority of Richmond – Roof Replacement, EIFS Installation, & Storage Building Construction
PROJECT DESCRIPTION:
The work to be performed consists of:
Smith Village
A. Building Type “C”
1. Replace front porches
2. Replace back porches
3. EIFS
4. Roof replacement
5. Stone installation
B. Construct storage buildings
1. EIFS
2. Stone installation
3. Asphalt shingles
4. Wood frame construction
Work includes providing all items, articles, materials, operations or methods herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.
PROJECT DESCRIPTION:
The project consists of a duplex submersible pump station, access road, 2-inch force main, 8-inch gravity sewer and associated improvements.
City of Madisonville – Westside WWTP RAS Pump Replacement & Piping Improvements
City of Madisonville – Westside WWTP RAS Pump Replacement & Piping Improvements
PROJECT DESCRIPTION: The primary scope of work includes the removal of the four existing RAS pumps and motors and replacing with new pumps and motors with and associated features. The scope also consists of
the purchase and installation of approximately 150 LF of 12-inch DI and four plug valves, and
related appurtenances associated with connecting referenced piping to the existing influent splitter
box.
Mountain Water District – Douglas Wastewater Treatment Plant Expansion REBID
Mountain Water District – Douglas Wastewater Treatment Plant Expansion REBID
Please Note: Addendum 6 has rebid the project.
PROJECT DESCRIPTION:
This project includes the construction of a 0.3 MGD (0.4 MGD ultimate capacity) membrane
bioreactor (MBR) treatment plant, headworks upgrades, final disinfection upgrades, sludge
processing upgrades, and associated electrical and piping work. Also included are odor control
systems and rehabilitation for two lift stations located upstream from the plant.
The Cooper Memorial Gateway was dedicated in December 1907 during the construction of the U-shaped complex of Collegiate Gothic buildings. It is an elaborately carved limestone gateway, about 12 feet in height, flanking low masonry steps that provide access from Broadway into the quadrangle formed by the original complex of seminary buildings. The masonry repair and restoration project consists of the following work: • Masonry Cleaning: Removal of the black gypsum crusts and soiling with the water soak method, which was not used by the previous masonry Contractor. It is important to remove the gypsum crusts if possible, because they may be contributing to the deterioration of the stone. Removal of sealant from the stone surfaces. • Repointing: Raking out existing joints, removing sealant and deteriorated mortar, and repointing 100% of the joints with an appropriate lime-based mortar. • Repairs: Repairs include stone Dutchman repairs and crack repairs. Some of the Dutchman repairs are below grade and will entail the removal of existing concrete paving, the excavation around the deteriorated stone unit to expose the bottom of the unit, the installation of stone Dutchman, and the application of waterproofing on the exposed faces of stone units that are below grade. New concrete paving shall be installed to match existing following the completion of the work. • Disassembly, Restoration or Replacement of Stone Units, and Reassembly: Disassembly of ornamental masonry elements on the east and west sides of the gateway. The stone will be carefully cut at existing cracks, removed, protected and stored for reinstallation. Two of the disassembled carved stone units on the west side of the gateway will be replaced matching original dimensions, profiles and detailing. The disassembled stone units on the east side of the gateway will be repaired and restored. The stone units will be reassembled using stainless steel threaded rods. • Installation of Historically Appropriate Light Fixtures: Install light fixtures provided by Owner. • Remove steps and Replace with New Limestone Steps: Remove limestone steps at the east side of the low retaining wall and replace with new limestone steps matching the dimensions and configuration of the existing.
Replace 10 existing 2,000,000 BTU/HR boilers with 4 new 5,000,000 BTU/HR boilers inside the existing Kentucky Horse Park Alltech Arena. This work includes demolition of the existing boilers, new induced draft fans, exhaust duct, outdoor air duct, concrete pads, piping, insulation and electrical required for new work. The new boilers, draft fans, and equipment to be tied into the existing DDC Controls in the building.
This is the re-advertisement of RFB-270-16. The original specifications and drawings remain valid with additional changes noted in specifications Volume 4 and pages 1 – 30 of Volume 1. Project consists of a renovation / expansion of Morehead State University Adron Doran University Center. Site preparation will include removal of curbs, utilities, sidewalks, steps, site walls and trees. Site protection will include storm water pollution prevention / erosion control, tree protection, site perimeter protection throughout construction. New site improvements include grading, installation of new storm drainage, site utilities, new asphalt pavement and asphalt surfaces, concrete curb and gutter, brick pavers and thin brick wall veneer, concrete walkways and stairs, pipe handrails, seeding, sodding and landscape installation. 189,208 S.F. Building Renovation / Expansion of existing Adron Doran University Center. Areas in the project include new national venue restaurants, campus wide catering kitchen, a plating kitchen on the third floor, large ballroom with folding wall partitions, campus data center, admissions center, theater, Student Government Offices, Dean of Student Offices, minor upgrades to Bookstore and office suites, additional meeting rooms on third floor. Building structure is concrete frame on existing building with concrete piles and grade beams. A new brick and limestone façade is being replaced on the existing building. The new building addition structure consists of concrete pile foundation with the building frame being concrete on first and second floors and steel frame with fireproofing at the third floor. Exterior walls will be light gage metal stud with masonry veneer. The roof assembly is a T.P.O. membrane roof with polyisocyanurate insulation. Exterior openings include aluminum windows, aluminum storefront and aluminum curtainwall. Interior is made up of light gage metal stud interior partitions. The finishes include carpet tile, luxury vinyl tile, rubber tile, porcelain tile and base, interior wood casework with solid surface counter tops, wood veneer wall covering in several lobby areas. Lighting in facility will be LED lighting throughout. The building HVAC will have a 4 pipe variable air volume system. It will consist of air cooled steam to hot water heat exchangers connected to the universities control steam system. The air handling units for the existing building will be located in the existing mechanical room and penthouses. All spaces will be provided with voice annunciated fire alarm system. A roof mounted transformer will provide back-up power.
The project consist of new construction for a new District 10 Office building located at the northwest corner of Highway 15 and Jett Drive, Jackson, Kentucky (Breathitt County). The new building will contain approximately 25,000 square feet of new office space located on a 6.5 acres lot adjacent to the existing District 10 office building. The existing office building will remain in operations during construction of the new facility. Vehicular parking will remain in the back portion of the site, where existing parking is currently located. The new structure will be a single story building with a mechanical mezzanine. The structure will consist of structural, metal stud load bearing walls with a masonry brick veneer, energy efficient aluminum doors and storefront punched openings. The roof will be constructed with light gauge metal trusses, 1 ½” metal roof deck, rigid insulation and standing seam metal roofing. The HVAC system will be a VRF system with energy recovery and the lighting will be fluorescent LED. The building shall be constructed as a LEED certified building as per HPBS (Kentucky High Performance Building Standards).
PROJECT DESCRIPTION:
The project consists of a duplex submersible pump station, access road, 2-inch force main, 8-inch gravity sewer and associated improvements.
