PROJECT DESCRIPTION:
The Mason County Judicial Center Project is a Kentucky Judicial Branch Capital Construction Project to repair a court
facility in Maysville, Kentucky.
General Contract (all
trades) for the furnishing of all labor, materials, supplies, tools, services, appliances, equipment, etc., necessary to complete the Project.
Estimate:
$1,068,350.00 Estimated Length of Project:
(Substantial Completion) + September 30, 2018 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 50 acres of mine land in Henderson County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 1 bond forfeiture permit
Estimate:
$190,211.00 Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Jeff Sands residence is located east of the city of Pikeville, Kentucky, at 37° 28’ 46.75” N and 82° 33’ 30.96” W, along Cedar Creek. The site can be reached from the intersection of Routes 23 and KY 1384 in Pikeville by taking Route 1384 west for approximately 0.8 miles to a right onto Cecil Drive. Traveling on Cecil Drive for approximately 0.16 miles, the Sands residence is the third house on the left past the church.
Landslide material and drainage from the slope behind the residence saturates the yard area and threatens the residence.
To remediate the problem, slide material will be removed from behind the residence and a 12’ reinforced concrete block wall will be installed at the toe of the slope. A sub-drain behind the wall, and a rock ditch down the north side of the slope will be installed to control drainage. All drainage will be directed to the existing drains. The unstable areas above the wall will be graded to a 2:1 slope. Roadway Stone is intended to maintain the construction roads near the residence as may be necessary.
A quantity of geogrid and filter fabric is included as necessary to protect the existing driveway during construction and hauling of material to the disposal area.
Excess waste material from the excavation shall be disposed at a proposed waste area .85 miles northwest of the project on KY 1384 at 37° 29’ 12.75” N and 82° 34’ 15.94” W.
It should be noted that a gas line, water line, and several power lines exist within or near to the Project Limits. These are noted on the Plan, but the possibility exists that other utilities may be present on the site.
Site preparation for the site and the associated waste area includes clearing and grubbing of vegetation and replacement of any fences disturbed during construction. Straw bales and silt fence are included to minimize erosion from the site. No trees larger than three inches in diameter, whether dead or alive, will be removed except during the designated time allowed unless they are on an unstable slope.
All areas disturbed by construction activities are to 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.
City of Beattyville – Main Street Streetscape Renovation Phase III
City of Beattyville – Main Street Streetscape Renovation Phase III
PROJECT DESCRIPTION:
The Project consists of:
New construction will consist of concrete sidewalks and aprons, steps, railings,
concrete curbs, storm drainage, asphalt, crosswalks, site lighting, utility infrastructure,
and other miscellaneous items. The majority of the site demolition will be the
responsibility of the City of Beattyville, unless otherwise noted.
Stanton-Powell County Airport – Rehabilitate Taxiways and Apron
Stanton-Powell County Airport – Rehabilitate Taxiways and Apron
PROJECT DESCRIPTION:
The scope of this project consists of rehabilitation and widening of the
taxiway to Runway 6-24, apron pavement reconstruction, and rehabilitation of hangar access
taxiway pavements. The work includes, but is not limited to, bituminous pavement
milling/removal, earthwork/grading, pavement widening, aggregate placement, bituminous
paving, airfield lighting and signage, pavement marking and other incidental work items.
Estimate:
$ 63,965.00 Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The site is located north of State Route 7 between Carbon Glow Road and Wilder Drive. It is located to the northeast of the community of Letcher and to the southwest of the community of Jeremiah in Letcher County, KY at coordinates N 37° 9’ 42.35”, W 82° 57’ 11.08”. . The areas will be described separately.
Description and location of Project: Core existing manhole (7 feet deep, 12” boot for 6” pipe), inside drop (may have to remove and adjust steps); Lay approximately 62 LF of 6” PVC to property line; Install 2 way cleanout; 4’x22’ trench cut and patch; Standard City Repair (8” concrete, 2” surface, 1 foot cutbacks); All traffic control (coordinate with City of Jeffersontown) and permits are the responsibility of the contractor.
PROJECT DESCRIPTION: Project consists of the construction of a new concessions building
containing public restrooms, storage, and a covered public observation deck. In
addition, add two (2) alternates, existing dugouts and ballfields infields are to be replaced.
Construction Contract: Bids will be received for the following Work:
1. General Contract (all trades)
EKU 72-18 Student Recreation & Wellness Center BP4
EKU 72-18 Student Recreation & Wellness Center BP4
Please Note: Addendum 5 has changed the Bid Date
PROJECT DESCRIPTION: The Work of Project: Construction of new Student Recreation & Wellness Center and
associated site improvements. Rec Center to include gymnasiums, pool, workout spaces,
climbing wall, locker rooms, and administrative areas, and related mechanical and
electrical systems.
The work consists of: Upgrades of the existing security control system to mouse driven Graphical User Interface (GUI) computer workstations and Programmable Logic Controller (PLC) based security control system. The system will include interface with existing lighting control and analog CCTV system. The system will include new control console (millwork) and rehabilitation of existing control room countertops, new locking control system, new digital intercom/paging system and interface with the same and new lighting control relay interface. Five control workstations will be provided, three in the Corrections Psychiatric Treatment Unit (CPTU) control room, one in the Mini Oval control area and one Central Control. The work will result in a fully operational security control system including all demolition, materials, installation, testing, training and warranty as provided in the contract documents.
East Clark County Water District – White-Conkwright Road Dry Fork Creek Road – Water Line Relocation
East Clark County Water District – White-Conkwright Road Dry Fork Creek Road – Water Line Relocation
PROJECT DESCRIPTION:
The work to be bid is described as follows:
CONTRACT 415-17-01
White Conkwright Road/Dry Fork Creek Road, Water Line Relocation, shall
consist of the following:
The relocation of approximately 610 L.F. of 4-inch PVC and ductile iron water line. The installation of approximately 950 L.F. of 4-inch PVC and ductile iron water line, with approximately 140 L.F. of 10-inch steel cover pipe, bore, and accessories.
The project consists of roof replacement on The Lodge Building 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, and cover board insulation. Provide crickets where indicated. Provide new metal components; e.g. metal chimney caps, metal counter flashings, rake and eave metal, gutters and downspouts, plumbing vent flashings, etc.
The project is the roofing replacement of the Cell House No. 6 at the Kentucky State Penitentiary. The building has two roof levels for replacement, Upper Roof Level A of 11,035 square feet and Lower Roof Level B of 10,675 square feet, totaling to 21,710 square feet. Work shall include the full removal of existing gravel surfaced, built-up roofing membrane and insulation to level of roof substrate. The Upper Roof Level A is decked with steel roof decking. The Lower Roof Level B is a poured in place concrete slab. Replacement roofing shall be two-ply granulated modified bitumen membrane over rigid roof insulation. Project work also includes a buildout of the Lower Roof Level B eave and the removal and replacement of existing gutters and downspouts.
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Picadome Golf
Course Stormwater Wetlands Project, Lexington-Fayette County, Kentucky
Town of Clarksville – Pump Station 2 & Force Main Project
Town of Clarksville – Pump Station 2 & Force Main Project
PROJECT DESCRIPTION
The scope of work included in this project can be described as follows:
Construction of a wastewater pump station which includes two (2) submersible pumps rated at 3400 gpm each,
10’ diameter wetwell, 7’ x 10’ valve vault, refurbished and relocated generator (from existing Pump Station #2)
with automatic transfer switch, service rack with shelter for control and SCADA panels, electrical equipment,
access road paving, fencing, miscellaneous site work, demolition of existing station and other appurtenances as
required for a complete installation.
Two (2) additional submersible pumps shall be purchased and delivered to the Clarksville Wastewater Treatment Plant.
Pipework includes approximately 2790 LF of 16-inch PVC DR21force main to include any necessary fittings, approximately 86 LF of 18-inch PVC PS 46 gravity sewer, one (1) 4-ft manhole, two (2) 5-ft manholes, removal
of existing manholes and pipe, as necessary, plugging existing pipes, safeloading the section of abandoned 14-
inch force main under Browns Station Way, and site work to include pavement replacement and other restoration as required.
The project consists of complete tear-off of existing smooth surface built-up roof and installation of new SBS Modified Bituminous Membrane Roof System including tapered insulation. The work also includes partial demolition of existing masonry parapet walls.
The project is an addition to the existing Range Operations Center at the Wendell H. Ford Regional Training Center in Greenville, KY. The addition is 3,804 square feet in size. The structural system consists of poured in place concrete shallow foundations and stem walls and concrete slab on grade. Exterior walls are insulated concrete forms with cast in place concrete. Exterior wall finishes are a combination of pre-finished metal panels and anchored stone veneer. Roof structure is cold formed metal framing and trusses with steel deck, roof will be pre-finished metal roof panels over rigid insulation board with a nailable surface. Interior layout consists of a large reception/customer service area, offices, meeting room, break room, storage, mechanical and toilets. Interior partitions will be light gauge steel framing with gypsum board surfaces and sound batt insulation. Floor finish will be sealed, colored concrete. Doors and frames will be hollow metal, windows are aluminum and ceilings are suspended acoustic panels. There will be minor demolition and patching of the existing facility walls to provide connections to the addition. Site work consists of grading, storm water structures and pipe, sidewalks and a flagpole. Water service shall connect to existing main at street, sanitary will gravity flow to existing sanitary main adjacent to building, and natural gas piping will be extended from existing natural gas utility meter. The building will utilize natural gas for heat. HVAC for will consist of furnaces and condensing units, and ceiling cassettes with outdoor condensing unit. Electrical work includes modifications to existing 208V/3 phase service and a new 208V/120V panel for the power distribution system. Interior and Exterior lighting will be LED. Communications systems will include telephone and data wiring and devices. A natural gas generator will be an alternate bid item.
PROJECT DESCRIPTION:
The work to be performed consists of:
Base Bid: Site KY090-001 & 002 -123/125, 122/124, 137, 142 Morgan Street
A. Shingle Roof Replacement
Bid Alternates 1, 2 & 3: Site KY090-001 & 002 – 110 Orchard Street, Morgan Street Office, 118/120, 119/121
Rogers Street
A. Shingle Roof Replacement
Work includes providing all items, articles, materials, operations or methods herein listed, mentioned or scheduled on the Project Documents and/or herein, including all labor, materials, equipment, services and incidentals as necessary for their completion.
City of New Albany – Basin 7 Sanitary Sewer Improvements
City of New Albany – Basin 7 Sanitary Sewer Improvements
PROJECT DESCRIPTION: The
project consists of the installation of approximately 2,720 lineal feet of 24-inch diameter gravity sewer
ranging in depth from ten (10) to twenty-four (24) feet, full depth road reconstruction, replacement of
curb, sidewalk and curb ramps, site restoration and appurtenant work.
The proposed work consists of the restoration and enhancement, using Natural Channel Design techniques, of approximately 23,638 linear feet of existing stream including a portion of Minors Creek and 16 of its unnamed tributaries (Tributaries 1, 2, 2.5, 3, 4, 5, 6, 7, 7a, 7b, 8, 9, 10, 11, 12, and 12a). Tasks to be performed in order to achieve project goals include reshaping of existing channels; re-establishment of new channels with stable dimensions; construction of in-stream structures; preparation of soil for seeding; native planting and seeding; installation of erosion control fabric and mulch; and harvesting, transporting, installing, and maintaining live stake and vegetative materials. Minors Creek at its tributaries are first through third order streams with ephemeral, intermittent, and perennial flow regimes. The restoration project involves re-establishment of approximately 11,514 ft of channel, rehabilitation of 8,475 ft, enhancement of 1,380 ft, and riparian habitat enhancement along approximately 2,269 ft of stream. Restoration will include in-stream structures such as woody debris toe protection, log and rock steps, log vane/rootwad combinations, log j-hooks, and constructed riffles as well as vegetation of the stream banks and establishment of a forested riparian corridor along the stream.
Estimate:
$155,210.00 Estimated Length of Project:
(Substantial Completion) + December 31, 2017 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 18 acres of mine land in Pike County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 1 bond forfeiture permit.
PROJECT DESCRIPTION:
The project consists of the replacement of Runway 4-22 Edge Lighting Cable &
Transformers. The work will occur in an active airfield environment and may be required
to be performed at night.
