This project involves the furnishing and installation of a complete and fully operational Video Surveillance and Visitation Management Security System, consisting of Server based PoE IP cameras, software and other items as required, for the Kentucky State Capitol Campus located at 700 Capital Ave in Frankfort, Kentucky. Project also includes the renovation/addition of a new Security Observation Suite located in the Capitol Annex basement with a new dedicated HVAC system.
Project Description:
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule included in Part III, Form of Proposal, of this document, plus incidentals necessary to complete the work.
The Gainesway Trail Project is a shared-use greenway trail that will connect several schools, a park and through the park, a former retail center which houses a daycare and other social services offices.
The trail begins at Tates Creek Elementary, Middle and High Schools and travel south through Gaineway Park utilizing as much of the new paved asphalt trail as is feasible. In some sections within the park, some older and failing sections of existing concrete sidewalk will be replaced with new paved trail.
The scope of construction involves the removal of existing concrete walk, curb and gutter and construction of new site amenities and utilities. Included improvements are sidewalks and storm drainage.
2396.0 Student Center Renovation & Expansion – BP 3 Building Construction
2396.0 Student Center Renovation & Expansion – BP 3 Building Construction
Project Description:
The Student Center Renovation and Expansion project is a new low rise multi-purpose building addition to the existing 1938 Student Union building that also incorporates the existing 1924 Alumni Gym into its footprint located on the Avenue of Champions at South Limestone Street. Including the 1938 and 1924 building floor areas of approximately 100,000 square feet, the completed building will consist of an approximate total floor area of 378,000 square feet.
The Work of this project consists of site preparation with the complete removal of the existing 1963, 1982 and 2008 additions to the 1938 Student Union Building, including hazardous materials abatement, the relocation and reworking of site utilities; new construction of reinforced concrete foundations of footings and piers, grade beams and foundation walls, upon which will support structural steel framing with composite floor decks above grade and at-grade slabs on grade; exterior insulated brick masonry veneer, metal cladding, glazed curtain wall fenestration and roofing on metal decking containing clerestory and sky-lighting features which make up the building envelope; interiors consisting of gypsum and glazed walls, gypsum and acoustical ceilings and other advanced and well-appointed interior finishes that complete this technologically advanced and secure facility that provides the essential needs of all University of Kentucky students, faculty and staff. Efficient and sustainable heating, cooling, lighting and communications systems are incorporated for safety, security, comfort, energy conservation, and ease of operation.
Bid Package 03 – Building Construction
Trade Categories: TC03-01 through TC03-30, exclusive of TC-02, TC-18, TC19, TC-21, TC-27, TC-28 and TC-29.
(Refer to the following for Trade Categories (TC) Identity and Descriptors included in this Bid Package 03)
In general, Bid Package 03 includes all of the necessary and required work items and activity needed to complete the construction of the Project’s buildings including the new construction and renovations. The Work of Bid Package 03 is to include the Project’s roofing, building enclosure, stairs and all interior walls, ceilings, flooring and finishes, food service fit-out and all mechanical and electrical building systems, including plumbing, heating, ventilation and cooling, fire suppression, controls, electrical power and lighting, security and communications, with all ADA and life safety considerations necessary and required, all in accordance with the Bidding Documents and Contract Documents.
CCK-2085-16 Repair, Upgrade or Improve Electrical Infrastructure – Kirwan V & Haggin II
CCK-2085-16 Repair, Upgrade or Improve Electrical Infrastructure – Kirwan V & Haggin II
Project Description
The intent of this project is to extend existing electrical utility services from an existing electric manhole to new locations to provide electric service to two new student housing buildings currently under construction. These new services will be routed in both existing and new pathway elements consisting of underground electrical conduits and manholes. New 15KV cabling and switches will be installed to facilitate this distribution expansion. The Base Bid includes new manholes, ductbanks, switches, cabling, and all accessories necessary to intercept and extend the existing substation power circuit in manhole E502A to the location for the new building transformers.
ALTERNATE BID ITEMS
Alternate #1
New manholes, ductbanks, and accessories to provide a pathway from the new base bid work to existing manhole E125.
Alternate #2
New cabling and accessories to extend an existing circuit in manhole E125 to the new switch in the base bid scope to serve as a backup power circuit to the new expansion.
Alternate #3
New manholes, ductbanks, and accessories to provide a pathway for telecommunications cabling to service the two new student housing projects.
Project Description:
The Project includes but is not limited to the following:
2015 Emergency Road Repair – Hickory and Poplar Street Repair Project
a.) 103 EA Gabion Baskets
b.) 4 EA Catch Basin with Frame and Grate
c.) 235 LF 6″ Concrete Curb
d.) 200 LF 24″ HDPE/Drainage Pipe
e.) 70 LF 8″ HDPE/Drainage Pipe
Project Description:
The intent of this project is to restore the Memorial Hall tower to its original condition and grandeur. In addition, proposed replacement materials and renovations will enhance the longevity of the edifice and reduce the need for constant and challenging maintenance operations on the exterior. The contractor/bidder should not enter into this project with the thought that it will be an easy and quickly completed project as this 86 year-old edifice surely will be hiding situations with associated project-lengthening problems. Such situations will not impose additional work on the Contractor/Bidder without due compensation. However, the Contractor/Bidder must also understand that the building will be in use during construction and may require, at times, that all active, on-site work and/or noise-producing activities cease.
Further, in addition to the renovation and renewal of the tower, the intent is: 1. Not to have any exposed surfaces that will require routine scheduled painting i.e. no exposed wood surfaces on the exterior of the tower, and 2. Any future water leakage through or past the exterior surface elements of paneling, flashing, rooting, etc. will be directed to the outer perimeters of the tower and drip away without every coming in contact with the underside wooden skin/elements of the tower.
The proposed project includes two (2) sites totaling 2.2 acres. They consist of closing open portals, building retaining structures; provide positive drainage, and revegetating all disturbed areas. The project sites are located in southern Floyd County near the community of McDowell. To reach the sites, take KY 122 south from Martin, KY to the area around McDowell. A description of each site is listed below: The Bessie Hall site needs reclamation of five (5) open portals and addressing drainage. The site is located at 37.452222 latitude, -82.731389 longitude. To access the site, , take Highway 122 from the intersection of KY 80 at Martin for 10.8 miles to KY 680. Turn left on KY 680 and travel 0.45 miles to Glen Ward Lane. Turn right on Glen Ward lane and travel 0.2 miles to the site. The Earl Martin site requires reclamation of two (2) open portals and the construction of two retaining walls. The site is located at 37.491111 latitude, -82.751889 longitude. To access the site, take Highway 122 from the intersection of KY 80 at Martin for 5.11 miles to Old Hunter Branch road. Turn left across the bridge then turn right and travel 1.0 miles then turn left to the Right Fork Stumbo Hollow. The site is at the head of the hollow. For continued description, see Special Conditions.
This project consists of providing power quality monitoring meters on the main distribution equipment for multiple buildings at multiple Madisonville Community College campuses. The project also includes installation of low voltage communication cables from each meter to the building management system equipment within each building. The campuses include: North Campus and Health Campus in Madisonville, Kentucky, and the Muhlenberg County Campus in Central City, Kentucky
This project consists of providing power quality monitoring meters on the main distribution equipment for multiple buildings at the Owensboro Community Technical College campus in Owensboro, Kentucky. This project also consists of providing power quality monitoring meters on the main distribution equipment for buildings at the Owensboro Community Technical College Southeastern and Downtown campuses in Owensboro, Kentucky. The project also includes installation of low voltage communication cables from each meter to the building management system equipment within each building.
This project consists of providing power quality monitoring meters on the main distribution equipment for multiple buildings at the West Kentucky Community & Technical College campus located in Paducah, Kentucky. The project also includes installation of low voltage communication cables from each meter to the building management system equipment within each building.
Project Description:
The project scope includes a full renovation of the existing 50,000 SF Toliver elementary School building with a 37,900 SF addition. The building addition is a masonry load bearing structure with metal joists and deck, a lightweight concrete roof with a single-ply membrane roof, brick and CMU veneer masonry, aluminum storefront and curtain wall systems and with new site elements. Major systems to include Mechanical, Plumbing, Fire protection, Electrical, & Voice/Data.
The Louisville Water Co.’s (LWC) Pipeline Inspector’s Office is located at 4801 Allmond Ave., Louisville, KY. This project will improve the Allmond Ave Inspector’s Office, approximately 4,035 SF in area, to create space for additional workstations, increase the conference room capacity and update antiquated finishes. The construction scope will include the installation of new VCT flooring, reconfiguration of room/wall space, addition of HVAC mechanicals, rerouting of electric and data lines for new workstation configuration, new cabinetry and plumbing, existing light fixture reconfiguration, fresh coat of paint on the finishes as well as other work as noted in the plans and contract documents.
The complaint filed by Mr. Maggard was due to the persistent seepage from the slope located behind his residence, resulting in constant saturation of his yard. A small swale ditch exists at the bottom of the hillside, but is failing to adequately drain the water from the backyard. A small drainage ravine located at the southwest corner of the yard also contributes additional water into the swale ditch. The hillside behind the residence will be excavated to rock from the toe of the slope upward a distance of about 15 feet and extending for a length of 145 feet. A 180 L.F. Combination Rock Ditch-Drain will be constructed along the base of the slope to collect the water from the ravine and the hillside seepage and direct this water down an existing ravine to the side yard of Mr. Maggard’s neighbor. There is an existing deteriorated concrete ditch here that will be replaced with a new Concrete Ditch-Rectangular, 155 feet in length. The flow will then be directed into a drop box with an 18” HDPE pipe outlet. This pipe, 40 feet in length, with a concrete headwall at the outlet, will discharge the flow down the slope to the creek bed below. There are no permit requirements expected for this project. No trees will be disturbed to accomplish this reclamation project. Bituminous repair will be included in the cost estimate to repave Mr. Maggard’s driveway in the event any damage occurs from the heavy equipment used to complete the project. John Chaney Project: This site is located in the city of Hazard. To arrive at this site, from Hal Rogers Parkway turn onto Morton Blvd. travel up the hill about 0.5 mile to the pharmacy on the left across from Hazard Appalachian Regional Hospital. Location coordinates are N37° 16’ 41.3” W83° 13’ 34.7”. For continued project description see Special Conditions.
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
