Installation of prepurchased DOAS units (5), work covers indoor unit, gas furnace, electric duct heater, outdoor condensing unit, roof curb and controls.
North Hardin High School – Phase 7 – Kitchen Equipment Package
North Hardin High School – Phase 7 – Kitchen Equipment Package
Project Description:
Furnishing of all labor, materials, supplies, tools, services, etc., necessary for:
NORTH HARDIN HIGH SCHOOL – PHASE 7
KITCHEN EQUIPMENT PACKAGE
This project consists of converting the Grauman Building (on the campus of Central State Hospital in Louisville, Ky.) from a healthcare occupancy to business / office occupancy. All work is interior renovation except for 4 exterior door replacements and rooftop MEP work. There are three primary sections of work: the South section has most of its existing walls (painted) and doors to remain, and the existing ceiling grid is to remain (painted) with replacement of new ceiling tiles. There is some new work for walls, doors, and ceiling. In the Center section, all new public restrooms are to be constructed, along with new Breakroom. The Assembly Room has minimal modifications. The North Section has East and West Wings. These two Wings are total renovation (all existing areas demo’d, new walls, doors, ceilings, etc.). Throughout the entire project, all new flooring is to be installed. The end result is for the interior to appear as ‘new’. Mechanical HVAC systems and controls will be revised; addition of rooftop units to serve select areas; and addition of building boiler and chiller systems. Modification to fire protection system serving revised rooms. Plumbing installation for new restrooms; utilize existing water and sanitary systems to the extent possible. Electrical power, lighting, fire alarm, and voice/data systems installation in support of mechanical systems and converted building usage.
Project Manager Name: Maria Zeman, AML Phone: (502) 564-2141
Estimate: $147,525.00
Estimated Length of Project: N/A (Substantial Completion) + May 31, 2016 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 16 acres of mine land in Martin to close up open mine entries and fan shaft, fill and grade on bench ponds, grade refuse, revegetation, replace a culvert, apply roadway stone to access road as needed, and gate on 1 bond forfeiture permit(s). For continued project description see Special Conditions.
North Hardin High School – Phase 7 – Kitchen Equipment Package
North Hardin High School – Phase 7 – Kitchen Equipment Package
Project Description:
Separate sealed Bids for the construction of
Kewanee Road Slide Repair – Contract 1: East Site
Kewanee Road Slide Repair – Contract 2: West Site
This project includes Railroad Rail Piling and Cribbing to repair the road embankment, shoulder and roadway.
This project includes the selective removal of existing manufactured stone veneer and application of new sheet flashing on new concrete masonry walls installed by this Contractor. Cleaning salvaged stone veneer and installation of same with new mortar, wall ties and weep holes. Careful attention to recently installed roofing must be adhered to. The roofing is protected by concrete pavers. Work must be sequenced such the Owner can use the adjacent Terrace Deck for daytime activities. Work must be completed within limited time periods of day and noise restraints to not disrupt visitors.
Project Description:
Separate sealed Bids for the construction of
Kewanee Road Slide Repair – Contract 1: East Site
Kewanee Road Slide Repair – Contract 2: West Site
This project includes Railroad Rail Piling and Cribbing to repair the road embankment, shoulder and roadway.
The Jefferson Community & Technical College – Carrollton Campus project consists of one building with two wings and associated site development. The Administration / Classroom Wing is two stories and is a 27,950 sf steel framed structure with interior spaces consisting of primarily classrooms and offices and associated support spaces. The construction is that of concrete spread footing foundations, brick masonry veneer with an SBS modified bituminous roofing over steel trusses. The Technology Wing is one story and is a 19.151 sf steel framed structure with interior spaces consisting of primarily tech classrooms, labs and associated support spaces. The construction is that of concrete spread footing foundations, metal wall panel clad metal frame walls with a standing seam metal roof over steel trusses. Connecting the two wings is a Commons area. Both buildings include aluminum curtainwall and storefronts. LEED certification is required by the Owner. Following the LEED 2009 for New Construction and Major Renovations this project is to reach a minimum level of “Certification”. All project components and design objectives will incorporate best practices associated with sustainable design. This is an entirely new campus to be constructed on a Greenfield site. This project will include significant site development work including construction of a new campus entry drive to align with the existing entry to General Butler State Park across 227, campus access drive with campus entry sign to a new 177 space parking lot and building service area, and site development associated with the building. Landscape development will include native shade, evergreen and ornamental trees as appropriate to frame views of the building and screen parking and service areas. The mechanical system for the new JCTC Carrollton campus has three levels; Zone, central air handler, and plant systems. The zone level consists of VAV boxes with hot water reheat coils. Two central air handling units supply air to the zone VAV boxes. The plant level consists of two high efficiency gas furnaces and an air cooled chiller. All pumps and fans have VFDs. The ancillary systems are ductless split AC units that cool server rooms and electrical equipment. The welding lab has exhaust and heat, with no cooling. Hot water fan coils are strategically located to heat exits and the welding lab. Electric includes, but is not limited to, new electrical distribution system, panelboards, wiring devices, light fixtures and lamps, fire alarm system, TV and telephone services, motor and electrical equipment connections, concrete equipment pads, lighting pole bases, SPD service equipment protection, and emergency power systems. A new 1200A service is to be brought into the building, underground, to the mezzanine and terminate in the new switch switchgear. The power is then distributed throughout the building to sub panels feeding the mechanical equipment, lighting, receptacles, and emergency/standby equipment. A generator will supply power to life safety/stand by equipment and devices in the case of a power outage. Lighting in the common areas out outside are controlled through alighting control panel that is linked into the BAS. The lighting in all other spaces is controlled through local occupancy sensors. Plumbing includes, but is not limited to, exterior domestic water mains, domestic interior water mains, sanitary waste and vent piping, exterior sanitary sewers, sanitary manhole(s), storm water piping systems, plumbing fixtures and connections, kitchenette equipment connections and domestic water heaters. Fire Protection/Sprinkler includes, but is not limited to, exterior meter and meter pit, exterior water main, fire hydrants, interior piping, valves, alarm devices, sprinkler heads for 100% sprinkler system of building.
Renovation of a 3238 s.f. Office Building and a new 1920 s.f. addition for TRIMARC located at 902 West Main Street in Louisville, Kentucky. Scope of work includes; Renovation of existing facility; partition walls, carpet, ceiling tile, paint, doors and frames. The new addition is a steel structure with CMU exterior walls and shall contain an operations center, toilets and ancillary spaces. Interior finishes; drywall partitions, access flooring ceiling tile and grid.
The Dotson Drainage AML Reclamation Project located in the Lynntrough Branch community near Majestic will address drainage from deep mines. The drainage emerges on an abandoned deep mine bench and flows down the hollow and into the local stream. We will access the site from the county roadway via a temporary 36” pipe crossing into the neighboring yard. Run along the fence and then install 80 LF of temporary 36” pipe in the stream. At the end of the pipe turn onto the Dotson property and continue along that fence. Construct 30’ of subdrain across a wet spot in the Dotson yard and connect to the stream with 8” HDPE pipe. At the stream crossing to the bench access road, install a temporary low water crossing adjacent to the existing guardrail lagging crossing with a 36” culvert. Set the lagging aside for the landowners use. Grade the access road as necessary and reestablish the roadside ditch up to the bench area. Remove a small slide along the access road near the bench. Prior to the road turning up to the bench, install a temporary 18” pipe. On the mine bench install a modified combination subdrain and ECB ditch with perforated pipe. Bring the aggregate backfill to the surface and form a swale with ECB on the earthen sides and the rock serving as the channel base. Take the water off the bench in a solid pipe with ECB combination ditch. Trees greater than 5” breast height diameter may only be cleared in the fall/winter tree clearing season. When possible avoid disturbance to trees of this size. Chip trees up to 12” diameter and other vegetative debris on the bench. Stack trees >12” along the bench. Two staging areas and one waste area are identified on the plans. The waste area was used in the 2013 Dotson site of the Billy Buchannan Group AMLRP. Utility relocation, structure relocation, and landscape allowance amount are included. Repair fences in-kind and maintain the goat enclosures at the end of each work day. Silt control barriers (bales and/or fence) are included. For continued description, see Special Conditions.
CCK-2079-16 UK Creative Arts Living Learning Center
CCK-2079-16 UK Creative Arts Living Learning Center
Project Description:
This project consists of 7,879 square foot build-out providing a Performance Studio, Writing Studio, Writing Lounge, Art Education Studio, Music Practice Rooms, Ensemble Practice Room, Restrooms, Change Rooms, Office Space, Storage Space and Mech./Elec. Equipment Rooms.
UK Creative Arts Learning Center
Multiple Work Categories
WCO1- CONCRETE
WC02 – GENERAL TRADES
WC03 – DRYWALL & CEILINGS
WC04 – PAINTING
WCO5 – TILE
WC06 – FLOORING
WC08 – MECHANICAL
WC09 – ELECTRICAL
WC10 – PERFORMANCE EQUIPMENT
15-125 / Lime System Improvements at Crescent Hill Water Treatment Plant (CHWTP)
15-125 / Lime System Improvements at Crescent Hill Water Treatment Plant (CHWTP)
Project Description:
Louisville Water Company is requesting Bids for the furnish and install of lime grit classifiers, grit traps and appurtenances for the lime slaking system at the Crescent Hill Water Treatment Plant.
The site is located off Hwy 80 in Floyd County (Lat: 37°, 28’, 16.30”, Long: 82°, 51’, 4.90”). Drainage issues have developed on the O’Quinn property from mine portals on the property. The drainage issues will be corrected by constructing ditches, subdrains and pipes to direct the runoff around and through the property to Rock Fork. Two existing mine portals will be closed. Access to the property will be an existing driveway connected to Hwy 80. Excess excavated material from construction of the subdrain/ditch will be placed next to the area of the subdrain/ditch and out of the floodplain. Site Preparation includes clearing and grubbing of vegetation. The construction area at the site will be revegetated using residential seeding. Hay bales, silt fences and a silt trap shall be installed for silt and erosion control. A hoe ram bid item is included for excavation work needed for the ditches and subdrains. A landscape allowance is included to replace “in kind” landscape disturbed as needed as part of normal construction efforts. A structure replacement is included to relocate or replace an existing barn on the property that will need to be moved for construction of the ditch/subdrain. For continued description, see Special Conditions.
Breathitt County Water District – Frozen Creek Waterline Extension Phase 4, Contract 2 – Water Storage Tank
Breathitt County Water District – Frozen Creek Waterline Extension Phase 4, Contract 2 – Water Storage Tank
Project Description:
Contract #2
Work is to include construction of an 88,000 gallon ground storage tank at Grahams Branch, Valve Vaults, Access Roads, Excavation, Final Grading, Site Restoration, and Fencing.
Breathitt County Water District – Frozen Creek Waterline Extension Phase 4, Contract 1 – Waterlines
Breathitt County Water District – Frozen Creek Waterline Extension Phase 4, Contract 1 – Waterlines
Project Description:
Contract #1
Work is to include installation of approximately 6330 LF of 8-inch, 920 LF of 6-inch. 10200 LF of 4-inch, 1500 LF of 2-inch waterline with 900 LF of various sized directionally drilled creek/river crossings. other appurtenances and 27 service connections. A hydro pneumatic pump station and PRV vault.
CCK-2082-16 College Of Nursing- NICU Patient Room Mock-Up
CCK-2082-16 College Of Nursing- NICU Patient Room Mock-Up
Project Description:
This package involves the Interior Fit-Up work for the Phase 1 F Renovate/Upgrade UK Healthcare Facilities – NICU Renovations. 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:
This project is for the construction of an 80’ x 100’ pre-engineered rigid framed metal building to serve as a county highway maintenance garage. The Garage area is 60’ x 100’, consists of 2 bays, with 16’ wide x 14’ high insulated sectional overhead doors on each bay end. Administrative Area is 20’ x 100’. The building has cast-in-place concrete floors that are 8” thick in the garage area and 4“ thick in the Admin. Area. Each bay has a trench drain with a combined water/oil separator. Garage and Admin exterior walls and columns are set on 8” high raised concrete curbs/bases. Finishes in the Administrative area include resilient tile flooring and base, painted gypsum walls, and acoustical paneled and painted gypsum ceilings and soffits. The garage will have exposed framing with R-30 simple saver batt insulation and poly-scrim facing and interior metal liner panels. PEMB Roof will be standing lock seam with concealed fasteners. Exterior walls are to be 16” wide, 24 ga. interlocking panels. Site work includes excavation, grading, storm water line picking up downspouts along one side of the building, and surface drainage; aprons at the garage bay doors and concrete walks and pads at doors and entries; crushed stone base and asphalt base and surface course. Site lighting is included and is to be coordinated with Bluegrass Energy. Site is to be sowed in seed. Utilities will be brought to the building from the R/W line with underground electrical to the building. A water / oil separator will serve the bay area and the building will have a septic and lateral field system. Mechanical system is a 4 ton 80k BTU forced-air natural gas-fired fuel efficient furnace and condensing unit serving the Admin. Area and four suspended gas- fired unit heaters in the four corners of the garage. Electrical includes 120/240v, 1 phase, 3 wire, 400 amp service to feed two (2) 200 amp panel boards. The electrical service will be served from a pole mounted transformer bank with underground conduit and conductors. Propane Gas Service will be provided and the Contractor is provide all gas piping, venting, and valving from the regulator into the building and in the building. A 2” domestic service water line and meter are required. There will be no water line tap fee for this project. For continued project description, see Special Conditions.
LFUCG – West Hickman WWTP Administration Building Expansion / Improvements
LFUCG – West Hickman WWTP Administration Building Expansion / Improvements
Project Description:
The project includes providing all construction supervision, labor, materials, tools, test equipment necessary for West Hickman WWTP Administration Building Expansion / Improvements.
Project Description:
Sealed bids will be received by the Nicholas County Board of Education for construction of a new Nicholas County Elementary School.
MFWQTC – Main Equipment Building Leak Repair Project REBID
MFWQTC – Main Equipment Building Leak Repair Project REBID
Project Description
Description and location of Project: All horizontal & vertical joints on the exterior of the entire Main Equipment Bldg including joints inside the parapet of the East high roof are to be removed and repaired. (Grind out to depth of 2-inches. Clean, add new grout as needed, backer rod and multi-part sealant as per bid documents.) Also install pre-finished aluminum coping to the East high roof (along North, South, and East parapets) as per bid documents. Project located at Morris Forman Water Quality Treatment Center (MFWQTC). 4522 Algonquin Parkway, Louisville KY 40211.
The Burley Oil Parking Lot Resurfacing project includes the removal of approximately 11,000 square feet of deteriorated parking lot and placement of approximately 11,000 square feet of 6-inch reinforced concrete paving. Traffic control will be required for work within the existing right-of-way. The project is located at 632 Versailles Road, Frankfort, KY 40601.
CCK-2083-16 Ag Science Center North – Renovation of Labs N323 & N325
CCK-2083-16 Ag Science Center North – Renovation of Labs N323 & N325
Project Description:
Renovation of Labs N323 and N325 and ancillary rooms – work include finishes upgrades to walls, ceilings and floors. Work also includes upgrades to cabinetry, plumbing/utilities, hoods/HVAC, and electrical power/lighting.
Knox County Board of Education – Lynn Camp Elementary Reroof
Knox County Board of Education – Lynn Camp Elementary Reroof
Project Description:
The project scope includes but is not limited to the following: Complete reroof of the existing Lynn Camp Elementary School. Installation of new insulation, color PVC membrane, perimeter flashings, gutters, downspouts, and rework of existing masonry thru-wall flashings. The existing structural metal roofing system will remain in place. Miscellaneous flashings and trim will be removed to accept the new work.