The new 2-story, Educational Alliance Center will be constructed on the north side of the Middlesboro Campus for Southeast KCTC. The base bid building is approximately 27,000sf. LEED certification will be pursued for this project.
The building will include: A Nursing department, an Aviation lab, Assembly areas, Internet café, general and computer classrooms, faculty offices, administrative and supports spaces. The project will also include a 2-stop hydraulic elevator.
The foundation will include a 10-inch thick concrete slab, concrete grade beams supported by auger-cast piles, all steel reinforced. The second floor will be framed with precast concrete planks supported by reinforced masonry walls. The equipment platform will be a composite concrete/metal deck. The roofs steel-framed.
For HVAC, chilled water will be provided by air cooled chillers, HVAC hot water will be provided by gas fire boilers. Classroom and multipurpose areas will be served using fan coil units. Offices and other small areas will be served by a central VAV air handling unit and single duct terminal units with reheat coils. Outside air will be fed to the system using a central dedicated outside air unit.
Existing site infrastructure will be utilized to extend utilities to the new building. The service into the building will be 277/480V/three-phase. The internal distribution system will provide 277/480V/three-phase power to equipment loads, 277V power to lighting loads, and 120V power to receptacle loads. The project will include a fire alarm system, telecommunications systems, and rough-in for Owner-provided AV and security systems.
CCK-2226-17 Parking Structure #2 Entrance Plaza – 2470.0
CCK-2226-17 Parking Structure #2 Entrance Plaza – 2470.0
PROJECT DESCRIPTION:
The project includes the removal of pavement, sidewalks and salvage of brick pavers in order to construct a
traffic table across Hilltop Avenue at the entrance to Parking Structure #2. The traffic table will be
constructed of asphalt block pavers set in a bituminous setting bed on top of a new concrete slab. The
sidewalks on both sides of the road will be replaced, including some exposed aggregate concrete, standard
concrete and brick paver bands salvaged from demolition. The traffic table will include heavy duty concrete
ramps on both ends for vehicles and trench drains to capture storm water and pipe it to adjacent existing
storm structures. Two existing catch basins located along each curb line within the limits of the traffic table
will be modified to replace the castings with new flush castings. Stainless steel bollards will be installed
along both sides of the traffic table to designate vehicular lanes from pedestrian only walks. Sod shall be installed on any disturbed surrounding lawns.
Travel to GRCC to remove existing Kohler 300ROZD71 from building K and day tank from building K at Green River Correctional Complex capping off the fuel lines and leaving the building louvers in place. Deliver generator to Tank/Housing Manufacturer. Please see Summary of Work for complete Description of Work.
Base bid: Installation of new heat trace on portions of the existing fire protection system. Work includes a new heat trace system and associated electrical work, pipe insulation and fire alarm modifications. Demolition and re-installation of ceiling will be required to accommodate the installation of the new heat trace system.
Alternate: The addition of a new clean agent system and associated fire protection modifications, new HVAC work, new associate fire alarm work and associated new electrical work for storage room 111.
Description and location of Project: This unit based construction order is for 18-inch and 12-inch pipe installation from 10702 – 10706 Ward Ave in Metro Council District 19.
City of New Albany – 2017 Annual Street Paving & Repairs Project
City of New Albany – 2017 Annual Street Paving & Repairs Project
PROJECT DESCRIPTION:
The project consists of milling, pavement patching, pavement placement, curb ramp replacement, curb, sidewalk and driveway replacement, pavement striping and
other appurtenant work associated with pavement improvements to various streets throughout the City.
Estimate:
$201,691.00 Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The site is located off Hwy 3 at Big Lick Branch Road in Martin County (Lat: 37°, 54’, 57.5”, Long: 82°, 32’, 39.0”). To reach the site from Prestonsburg, travel north on US 23 for approximately 5.1 miles to a right onto Bays Branch Road to KY 3/KY 321. Continue straight for 1.6 miles and turn right onto KY 3 North. Continue on KY 3 for 16 miles and take the ramp onto KY 3 N/KY 645 W. Follow KY 645 W for 4.2 miles to Fitch Branch and turn right onto Fitch Branch. Travel 0.5 miles to KY 3 and turn left ontoKY 3 North. Travel 2.1 miles to a right onto Big Lick Branch Road and travel 0.4 miles to Webb Stepp Road. Continue up the hill and take the first driveway on the left.
Drainage issues and a slide have developed on the Stepp/Webb property from mining on the property. OSM constructed a project at the site 20 years ago. Material is sliding through the OSM pilings in front of the Stepp trailer and the subdrain behind the trailer is no longer functioning. Also, the Webb house adjacent to the trailer has similar issues.
The subdrain behind the trailer will be replaced with a new combination rock ditch/drain and an additional combination ditch will be constructed behind the Webb house. The slide/slump in front the trailer near the pilings will be corrected by building a 10 ft deep trench in front of the pilings and filling it with stone and a perforated pipe that will be connected to ditches to drain water away from the area.
The area in front of the Webb house will be stabilized by building a pile and lagging wall between the house and the driveway.
Ditches will be constructed to drain water away from the subdrains as well as the surface.
A Portal will be closed behind the trailer.
Excess excavated material from the construction activities will be taken to a waste area approximately 0.5 miles away near Johnson Bottom Road (Lat: 37°, 55’, 25.1”, Long: 82°, 32’, 58.1”). It is anticipated that only a relatively small portion of the waste area will be used for placement of material. Lengths of ECB ditch and of concrete block tied-mat ditch are included to minimize erosion that is currently occurring in a part of the waste area. This waste area is also being used for the Willie Johnson project.
Site Preparation includes clearing and grubbing of vegetation. The construction area at the site and at the waste area will be revegetated in accordance with regional, regulatory, and project standards, using agricultural limestone, fertilizer, seed and mulch. A standard seed mix is to be used. Hay bales and silt fences shall be installed for silt and erosion control. A hoe ram bid item is included for excavation work needed for the ditches, subdrains and retaining walls.
A landscape allowance is included to replace “in kind” landscape disturbed as needed as part of normal construction efforts
City of Frankfort – Crestwood I&I Laurel Street – Sanitary Sewer Replacement Project
City of Frankfort – Crestwood I&I Laurel Street – Sanitary Sewer Replacement Project
PROJECT DESCRIPTION:
Installation of three (3) FSD standard manholes, approximately 170
linear feet of 8″ SDR 35 PVC sanitary sewer main, three (3) lateral service reconnections
with FSD clean·out assemblies, driveway restoration. testing, fencing and landscaping
repair, including all materials, labor and appurtenances.
Town of Clarksville – Blackiston Mill & Pump Station 6 Force Main Replacement
Town of Clarksville – Blackiston Mill & Pump Station 6 Force Main Replacement
Contractors need to download Clarksville IN Phase II Report – It is not included in the specification (located above in spec sheets tab)
PROJECT DESCRIPTION:
The scope of work includes 5,287 LF of 16-inch C900, DR21(200 psi) force main, 1.831 LF of 8- inch
D2241,SDR 21(200 psi) force main, 1 manhole, abandoning and safeloading the existing force main, traffic
control, other appurtenances, and surface restoration.
Hite Creek WQTC Preliminary Treatment Odor Control Improvements
Hite Creek WQTC Preliminary Treatment Odor Control Improvements
Description and location of Project: Installation of a Bioscrubber vessel and all apurtenances at the Hite Creek WQTC. MSD has pre-purchased a biological odor control system (Bioscrubber) from a vendor. The vendor is in the process of fabricating that system. The odor control system will be installed under this contract. The project will include the construction of a concrete equipment pad, off-loading and installing the odor control system, supply and installation of FRP ductwork and supports, supply and installation of aluminum covers over existing grit basins, demolition of existing odor control equipment, duct balancing and all required startup services.
CCK-2222-17 Patient Care Facility – NICU Site Work-2402.3
CCK-2222-17 Patient Care Facility – NICU Site Work-2402.3
Please Note: Addendum 01 has changed the Bid Date
PROJECT DESCRIPTION:
This package involves the NICU Site Work of UK Healthcare Projects – Neonatal Intensive Care Unit. 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:
City of Frankfort – Crestwood I&I Reduction Project – Schenkel Lane Improvements
City of Frankfort – Crestwood I&I Reduction Project – Schenkel Lane Improvements
Please Note: Addendum 03 has changed the Bid Date
PROJECT DESCRIPTION: Provide all labor, equipment, and materials necessary to install, repair, access, clean, and test sanitary
sewers and manholes within the Schenkel Lane area of the Crestwood neighborhood of Frankfort,
Kentucky.
This project consists of site preparation for the relocation of modular labs. Construction of concrete walks, foundations, and elevated wood ramp, walk decks, and steps. Work includes: parking, site utilities, installing of HVAC equipment and reconnecting plumbing. Interior work includes: new flooring, ceiling tile/grid and painting.
Project Manger Name: Joseph
Sandman Phone: (502) 782-0329
Email:Joseph.Sandman@ky.gov
Estimate:
$164,500.00
The goal of the project is to improve aesthetics and quality of space at the main entry to the Ashland CTC Building by replacing existing deteriorated concrete walk surface. The existing concrete (and limited area of unit pavers) have spalled and cracked in various places leaving an unsightly appearance. It has become a maintenance issue.
An area of approximately 11,000 sf, has been identified – existing along the borders of the front façade, entry walk and the car drop off area.
The work will assume replacement of existing walk, concrete bollards, curb, and planting areas. Existing light poles and flagpoles will be salvage and placed back in service.
The user agency has asked for new lamp / light bollards to be placed along the curb edge of the drop – off zone to better define boundary between car and pedestrian. New ADA tactile pavers will be provided. A colored concrete pattern will be considered.
Description and location of Project: This unit based construction order is for an 18-inch pipe, and an 18-inch flat bottom paved ditch installation along the rear easement behind the 7200 block of Gerber Ave in Metro Council District 21.
Description and location of Project: The demolition of one garage, one shed, three barns, one dock, one breeze way from garage to house, the filling in of a semi-above ground pool and deck removal, all asphalt/concrete walk/drive ways, grading and seeding of all disturbed areas.
This renovation project is for the AASF Interim Hanger building located at Boone National Guard Center in Frankfort, KY. The building will be renovated to become a fitness center with new men’s and women’s locker rooms, a storage room, mechanical/electrical room, communications closet, and a 2nd level open mezzanine for fitness/exercise activities. The open gym contains areas designated for specific athletic activities such as a 3 ½” raised floor cardio equipment area, CrossFit training area, selectorized equipment area, free weights area, and sprint track. Alterations to the exteriors to include a new infill wall at the existing large operable wall that is to be demolished, and (2) new doors with (12) new windows. New finishes to include artificial turf sprint track (open gym), rubber flooring (open gym and mezzanine), and porcelain tile flooring (locker rooms), painted gypsum wall board, and 3″ batt insulation with vinyl facing to be installed in all areas over the existing vinyl faced insulation where exposed to the open gym area. Other improvements include: new LED lighting throughout, new HVAC for the building, and new plumbing in locker room areas.
CCK-2225-17 ASTECC Building – Upgrade Fume Hood Controls – Phase II
CCK-2225-17 ASTECC Building – Upgrade Fume Hood Controls – Phase II
PROJECT DESCRIPTION:
REMOVE EXISTING FUME HOOD CONTROL SYSTEMS IN ASTECC BUILDING, INCLUDING ALL INTERCONNECTED
SUPPLY, GENERAL EXHAUST, FUME HOOD EXHAUST VALVES AND EXISTING THERMOSTATS AS INDICATED. REPLACE
WITH NEW VENTURI VALVES, HOOD MONITORS WITH DIGITAL READOUTS & ALARMS, ROOM TEMPERATURE SENSORS,
AND A COMPREHENSIVE BACNET-BASED CONTROL NETWORK THAT INTEGRATES THE NEW LAB SYSTEMS WITH
EXISTING CAMPUS BUILDING CONTROL SYSTEM. ALL INSTALLED EQUIPMENT MUST MEET UNIVERSITY
PERFORMANCE REQUIREMENTS FOR FUME HOOD CONTROLS. NEW CONTROLS MUST PROVIDE FULL MONITORING
AND CONTROL OF INDIVIDUAL VALVES AND MAINTAIN ROOM AIR BALANCE.
PROJECT WILL BE BID IN MULTIPLE PHASES. EACH PHASE WILL BE COMPLETE, FUNCTIONAL, AND IN FULL
COMMUNICATION WITH DELTA ROOM BEFORE PROCEEDING TO THE NEXT PHASE.
PHASES ARE BROKEN DOWN AS FOllOWS:
I. ALL DEVICES ON EXHAUST FAN EF-IN SYSTEM
II. ALL DEVICES ON EXHAUST FAN EF-IS SYSTEM, PLUS ALL THIRD FLOOR LABS AND EXCLUDING ROOMS 004
AND 020A IN BASEMENT.
III. ALL DEVICES ON EXHAUST FAN EF-2 SYSTEM, PLUS ROOMS 004 AND 020A IN BASEMENT AND EXCLUDING
3rd FLOOR LABS.
GMWSS – WWTP#2 New Vertical Aerators & Dissolved Oxygen Improvements
GMWSS – WWTP#2 New Vertical Aerators & Dissolved Oxygen Improvements
PROJECT DESCRIPTION:
The program of work for which bids are to be submitted consists of the installation of four (4) new 60
horsepower low speed, fixed, mechanical aerators, four (4) new gear reducers with surface/submerged
impellers and appurtenances, installation of various instrumentation and controls, including DO/PH/ORP
probes, new duplex skid mounted chemical metering pumps and controls, one Hach Phosphax analyzer and
associated equipment, Installation of an Oculus™ Control System, Installation of various yard piping and
fittings for influent sanitary sewer relocation and redirecting of a force main, Installation of new aluminum
walkway, aluminum handrail, and all associated structural supports, miscellaneous yard piping and valves,
site lighting and electrical, and miscellaneous items and all other associated site and electrical work, including
all related appurtenances, connections to existing piping and other work for a complete installation.
Mason County Fiscal Court Landfill – Geocomposite Drainage Layer
Mason County Fiscal Court Landfill – Geocomposite Drainage Layer
PROJECT DESCRIPTION: The project will consist of geocomposite drainage net and related work for approximately
1.36 horizontally measured acres of the contained landfill. Some repair work will also be necessary.
RFB-233-17 TAB Services for Hopkinsville Career Center HVAC Replacement
RFB-233-17 TAB Services for Hopkinsville Career Center HVAC Replacement
Project Manager Name: Tony Yates
Phone: (502) 782-0338 Email:
Tony.Yates@ky.gov
Estimated Length of Project:
(Substantial Completion) + July 22, 2017 (Final Completion)
The specifications describe the work to be done and the material to be provided for performing HVAC Testing, Adjusting and Balancing (TAB) services for this project.
CCK-2223-17 Slone Research Building – Steam/Condensate Piping Replacement
CCK-2223-17 Slone Research Building – Steam/Condensate Piping Replacement
PROJECT DESCRIPTION:
Contractor to supply all labor, equipment and materials as required for the installation of a
new 3″ steam and 2″ condensate return piping system from the Bowman Hall steam vault to
the Slone Research Building along Washington Avenue at the University of Kentucky. This
includes; but is not limited to, all piping, fittings, valves, offsets, insulation, gauges, bedding
materials, sod, and all required permits and testing. All sections of concrete sidewalks, curbs
and asphalt road surfaces that are removed and/or damaged during this project shall be
replaced with new materials that are designed and installed to current University of Kentucky
Standards. Contractor is responsible for removal and proper disposal of all materials
associated with the required excavation. Where specific brands and/or manufacturers are
noted in this document and/or associated drawings; they are simply listed and referenced as minimum design requirements. All other brands and/or manufacturers will be considered during the submittal process
