CCK-2269-18 Brachytherapy Expansion General Requirements & Work Categories – 2457.0
CCK-2269-18 Brachytherapy Expansion General Requirements & Work Categories – 2457.0
PROJECT DESCRIPTION:
The Brachytherapy Expansion project includes excavation, expansion, and
modification of existing basement spaces between Markey Cancer Center, and
Pavilion H as part of an overall expansion of radiation medicine in UK Healthcare. This
project includes preparation, reception, and installation of a new Varian linear
accelerator and renovation of existing treatment spaces and waiting areas.
The project consists of two components: an exterior repair and an interior repair.
The exterior component consists of a partial copper roof replacement of the Barrel Roof, lower area, as indicated on the drawings. Remove portion of copper roof system, as indicated, down to existing roof substrate. Repair substrate as required, apply new underlayment and install new lead coated copper roof sheets, tying back into existing copper roof system. Anchor to substrate and solder all vertical and horizontal joints, laps and seams. Provide new PVC coated metal components; e.g. metal counter flashing, edge metal, etc.
Clean debris from roof surface and install mechanically attached new PVC roof membrane on upper flat section of metal roof, as indicated on the drawings.
The interior component includes the repair of the Barrel Vault ceiling areas and structural tubes that have been water-damaged by the roof leaks. Repair of the water damaged Gypsum Ceiling Panels, with materials matching the existing, will be completed first, followed by the application of a primer to the repaired Ceiling area as well as the Structural Tubes, followed by two finish paint coats to the entire Ceiling and Structural Tubes. The repaired Ceiling areas must also have a light sand finish aggregate surface that matches exactly the texture of the existing Ceiling.
Provide cutting table exhaust hood and associated duct, fan and gases in Traditional Welding Labs 121, 122 and Pipe Welding Lab 123. Provide exhaust system and modify gas supplies in HVAC Technology Lab 107. Refer to drawings and specifications for details and additional information.
PROJECT DESCRIPTION:
Replace existing rooftop units with new, remove old unit and reuse existing curbs, provide curb adaptor as
required for new unit to have factory bacnet IP controls.
The project consists of roof replacements on two (2) buildings with multiply roof level. 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. Provide new metal components; e.g. metal counter flashings, roof drain leads, plumbing vent flashings, etc. Masonry repairs required on a masonry wall adjacent to re-roof area.
Project Description: the demolition and proper disposal of all primary and secondary structures, trash, rubbish, basement walls, slabs, foundations, sidewalks, steps, driveways, and all other hardscape improvements from the specified parcel as the parcels become available.
CCK-2279-18 Renovate College of Medicine Library – 2452.1
CCK-2279-18 Renovate College of Medicine Library – 2452.1
PROJECT DESCRIPTION:
The general scope of the project consists of renovation and refresh of approximately 13,334
SF of an academic library and lobby space located on the basement floor of the College of
Medicine. The project is considered a major renovation, with the majority of interior partitions
and finishes removed and replaced in a new layout. New plumbing, HVAC, systems piping
and electric branch systems shall be installed, utilizing existing mains. Construction shall allow
access to individual offices as described on the plans. Public access to the lobby shall remain
throughout the project.
CALL 300 CONTRACT ID 181004 BRACKEN COUNTY FD04 SPP 012 1159 000-005 : BROOKSVILLE TO AA HIGHWAY(KY-1159) RECONSTRUCT KY-1159 FROM BROOKSVILLE TO KY-9/AA HIGHWAY., A DISTANCE OF 1.02 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 06-08311.00.
CALL 200 CONTRACT ID 181001 ROCKCASTLE COUNTY 102GR18D001-NHPP IM I-75 ROCKCASTLE COUNTY NHPP IM 0752 (095) : I-75 (ROCKCASTLE COUNTY) (MP 60.100) TENNESSEE STATE LINE – LEXINGTON; WIDEN I-75 TO 6 LANES FROM 1.1 MILES N US 25 INTERCHANGE AT MT. VERNON N TO 1.85 MILES N GREEN HILL ROAD OVERPASS (MP 64.500), A DISTANCE OF 4.42 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 08-00006.20. ROCKCASTLE COUNTY NHPP IM 0752 (098) : I-75 WIDEN I-75 TO 6 LANES FROM 1 MILE NORTH OF SAND HILL ROAD UNDERPASS NORTH TO 1.1 MILES NORTH OF THE US-25 INTERCHANGE AT MT. VERNON, A DISTANCE OF 4.77 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 08-0006.10
CALL 102 CONTRACT ID 181002 JEFFERSON COUNTY STP BRZ 0503 (248) : FAIRMOUNT ROAD (CR-1004N) / CEDAR CREEK BRIDGE DEMOLITION ON FAIRMOUNT ROAD (CR-1004N) OVER CEDAR CREEK 0.2 MILE WEST OF FARMERS WAY., A DISTANCE OF 0.10 MILES. BRIDGE DEMOLITION. SYP NO. 05-01068.00.
CALL 101 CONTRACT ID 181203 JESSAMINE COUNTY STP 0271 (087) : EAST NICHOLASVILLE BYPASS (KY 2827) EAST NICHOLASVILLE BYPASS SECTION II; FROM KY 39 EXTENDING SOUTHWESTERLY TO US 27 SOUTH OF NICHOLASVILLE, A DISTANCE OF 2.66 MILES. GRADE & DRAIN AND PAVEMENT ALTERNATES. SYP NO. 07-00087.50
CALL 100 CONTRACT ID 181003 PERRY COUNTY NHPP 0151(086) : KY-15 BYPASS IMPROVE SAFETY, UPGRADE GEOMETRICS, AND ADDRESS CAPACITY ISSUES FOR KY-15 IN PERRY COUNTY FROM MORTON BLVD. TO KY-15 BYPASS., A DISTANCE OF 3.40 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 10-00158.00
18-16 / Long Run Park Road and Shelbyville Road Grid-Ties Project
18-16 / Long Run Park Road and Shelbyville Road Grid-Ties Project
Louisville Water Company is requesting Bids for the installation of 1,040 +/- linear feet of 16-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), 3,865 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), and the installation of 20 +/- linear feet of 8-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques). Also included with the project is the installation of 30 +/- linear feet of 30-inch steel casing pipe and four (4) fire hydrants and the transfer, renewal, relocation or discontinue of two (2) +/- customer services.
City of Richmond – Gibson Bay-Lake Reba Maintenance Project
City of Richmond – Gibson Bay-Lake Reba Maintenance Project
PROJECT DESCRIPTION:
The scope of work includes dredging, re-grading and forming
berms, construction of a box culvert, and temporary erosion control as described in the
full summary of work and shown on the attachments. The site is located on Gibson Bay
Golf Course, located north of Punkin Run Road.
LFUCG Division of Parks & Recreation – Carver Center and Lou Johnson Building Renovation
LFUCG Division of Parks & Recreation – Carver Center and Lou Johnson Building Renovation
Please Note: Addendum 1 has changed the Pre-bid Date
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items for the Carver Center
and Lou Johnson Building Renovations, Lexington-Fayette County, Kentucky.
PROJECT DESCRIPTION:
The work to be performed consists of: Install new entry doors and hardware, screen doors, door trim, mailboxes
and light fixtures.
Estimate:
$130,240.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The project is located on Old House Branch in Pike County, off KY-3419. There is a slide threatening an occupied home and an open portal at road level. Take US 23 south towards Pikeville. At the intersection of US 23 and US 119, turn left onto US 119 and travel 24 miles to Belfry. Turn right onto KY 319, travel 8 miles, and turn right onto KY 1056. Continue 3 miles and turn left on the Left Fork of Blackberry Rd for 2 miles. Turn left onto Old House Branch and travel 0.5 miles to Whitt Residence on the right side of the road.
The project area is 1.94 acres. It consists of excavation of the slide area and installation of a Type II block retaining wall. The rear deck may be removed and replaced at the engineer’s approval. Drainage control includes construction of a combination subdrain rock ditch above the wall leading to the roadside culvert. The culvert will be replaced with headwalls at inlet and outlet, and a debris barrier at the inlet.
The project also includes a portal closure at the Dorothy Hager residence several houses down. The portal is directly behind the house and will require removal/replacement of the deck, a small shed, and a section of wooden fence.
The waste area is located on the Revelation Coal site along a haul road and is approximately 0.24 acres in size.
Concrete and bituminous repair, including roadway stone, has been factored into the contract. Revegetation of the site, including agricultural limestone, fertilizer, mulch and seed will be done according to standard AML design specifications.
Estimate:
$218,974.00
Estimated Length of Project:
(Substantial Completion) + July 31, 2018 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 21 acres of mine land in Johnson County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 2 bond forfeiture permits
Clay County Board of Education – Clay County Track Resurfacing REBID
Clay County Board of Education – Clay County Track Resurfacing REBID
PROJECT DESCRIPTION: The scope of work includes athletic track resurfacing, including the removal of
existing rubber surface, replacement with new synthetic rubber running surface, and miscellaneous
drainage improvements.
Estimate:
$ 74,620.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The project is located at 37.26715°N, 83.21389°W in Combs, KY near the AB Combs Elementary School. This project will address complaints about drainage from an OSM emergency wall (DAML LB#13515). The work site encompasses 0.97 acres of residential developed area in Combs and includes four properties where work will occur and access, and one area for staging/temporary storage. Access to the lower site work is along Peach Lane and from KY 80. The proposed upper area access is from a driveway and earthen path from North Engle St from KY 80. The entire project site (including staging area) is disturbed by residential and reclamation activities. There are no trees to clear at the site.
The project work entails installing dropbox structures and pipes to capture water and direct it to around the residences, under Peach Ln, and into the unnamed stream. This includes construction of an ECB ditch along the upper earthen path to a new dropbox structure constructed at the southern terminus of the OSM concrete wall. Water will then flow along a series of pipes with dropboxes placed at elevation changes and/or surface access points. The pipe under Peach Lane is reinforced concrete with a concrete cover to prevent settling. The outlet end of the system will connect to the creek with a standard concrete headwall. Repair fences and concrete sidewalks as needed.
The second work area entails cleaning sediment buildup from an existing drainage ditch along the north edge of the neighboring property. The sediment from the north side of the OSM wall has clogged the ditch and caused the water to flow across the residence driveway and yard. Replace the existing 24” CMP pipe with a 24” RHDPE pipe with 8” concrete cover and install standard headwalls. The current pipe is damaged and surface depressions indicate some portion of the pipe is compromised with soil/gravel piping in the bedding creating a void that will collapse a segment of the roadway.
The City of Hazard Water Department has indicated there is a 6” water main within the work limits; however, they reported the depth should be well below our excavation limits. Overhead power lines are the only other utility reported in the area. All the work area not restored in concrete will received residential seeding. We will not work within any stream (perennial or intermittent), only the banks of the existing channel. The stream at the work area has a drainage area of 0.12 square miles. The unnamed stream is a direct tributary of the North Fork of the Kentucky River near river mile 96.7. Sediment control consists of haybale barriers. Excavated materials are loaded directly into trucks and transported to the waste area eliminating onsite storage. The waste area is Harveyton waste area used by several AML projects (37º18’41”N, 83º11’ 47”W).
The development of this training center will greatly enhance the ability of Hazard Community and Technical College to provide high quality technical training on the Lees Campus for students in three distinct areas of study, including, mechatronics, telemedicine, and information technology. The spaces to be incorporated into this building include labs, classrooms, offices and additional support spaces. Exterior building components include masonry, metal wall panels, glazing, metal roof panels and low-slope 2-ply SBS. Interior finishes include painted gypsum board walls, sealed concrete floors, painted gypsum board soffits, acoustical ceiling grid and tile and accent wood grill ceiling at lobbies. This building will include commissioning.
LFUCG Division of Water Quality – East Hickman Wet Weather Storage Facility & Pump Stations
LFUCG Division of Water Quality – East Hickman Wet Weather Storage Facility & Pump Stations
PROJECT DESCRIPTION: The project includes providing all furnishing all materials, supplies, machinery, equipment, tools,
supervision, labor, insurance, and other accessories and services necessary for the installation of
a 4.0 million gallon wet weather storage tank and a new pumping station (containing both dry weather and wet weather pump stations), new fine screening facilities, new odor control facilities,
installation of approximately 2,000 linear feet of 12” to 60” gravity sewer lines and various appurtenant structures. These facilities will be at and adjacent to the existing pumping station to
be demolished. This project does not include the construction of a new force main, but will re-use
an existing 30” force main. The dry weather pump station side of the facilities is sized to a maximum capacity of 18.1 MGD. The wet weather pump station side of the facilities is sized to a maximum capacity of 12.4 MGD.
Estimate: $3,404,464.00
Estimated Length of Project: November 30, 2018 (Substantial Completion) + December 20, 2018 (Final Completion)
This project includes selective demolition and renovation/new construction for the renovation of portions of Howser Hall. Architectural work includes, but is not limited to, removal and replacement of building finishes, drywall partitions and ceilings, doors and hardware (both refurbished and new), acoustical ceilings, railings and perforated panel guards, and painting. MEP work includes replacement of the cast-iron drain piping in the building, new plumbing fixtures and piping, re-work of the sprinkler system, new split system HVAC units and ductwork, and new electrical distribution and lighting for the building.
Georgetown Municipal Water & Sewer Service – Lancaster Tank Repainting
Georgetown Municipal Water & Sewer Service – Lancaster Tank Repainting
PROJECT DESCRIPTION: The program of work for which bids are to be submitted consists of the repainting the existing Lancaster
elevated tank (600,000 gallon) which shall include media blasting of the interior and exterior, installation of
coating systems on the interior and exterior, painting of the “Georgetown” logo, full containment and other work for a complete repainting of the tank,
