The project scope includes asphalt paving and concrete applications in the parking areas of the Kentucky Exposition Center to establish a helipad area for a future event.
Sealed bids will be received until 3:00 PM and publicly opened and all bid prices read aloud at that hour on date specified and under following conditions:
Bids received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and give performance bond for full amount, by a Surety Company authorized to do business in the Commonwealth of Kentucky.
Knox County Utility Commission – Contract 17: Jeff Creek Waterline Extension, Installation of Materials REBID
Knox County Utility Commission – Contract 17: Jeff Creek Waterline Extension, Installation of Materials REBID
ENGINEER’S ESTIMATE: $75,000
Project Description:
This project consists of the installation of approximately 6,600 LF of 4″ PVC waterline, 4, 100 LF of 3″ PVC waterline, and all necessary appurtenances.
Magoffin County Baseball & Softball Concession Stand Press Box
Magoffin County Baseball & Softball Concession Stand Press Box
Project Description:
Furnishing of the specified labor, materials, supplies, tools, and or services, indicated for the:
Magoffin County Baseball Softball Field Press Box BG#16-012
Winchester Municipal Utilities – WMU Transfer Station Paving Project
Winchester Municipal Utilities – WMU Transfer Station Paving Project
Project Description:
Provide all labor and materials for excavation of the existing WMU Transfer Station Paving Project. All driveway finished elevations should match the existing elevations currently in place. Provide all labor and materials for the complete installation of new WMU Transfer Station and appurtenances.
Bullitt County Board of Education – Mt Washington Elementary School 1471 Technology Package
Bullitt County Board of Education – Mt Washington Elementary School 1471 Technology PackageProject Description:
Furnishing of all labor, materials, supplies, tools, services, etc., necessary for:
TECHNOLOGY PACKAGE FOR
MT. WASHINGTON ELEMENTARY SCHOOL
BULLITT COUNTY, KENTUCKY
Bullitt County Board of Education – Maryville Elementary School 1470 Technology Package
Bullitt County Board of Education – Maryville Elementary School 1470 Technology Package
Project Description:
Furnishing of all labor, materials, supplies, tools, services, etc., necessary for:
TECHNOLOGY PACKAGE FOR
MARYVILLE ELEMENTARY SCHOOL
BULLITT COUNTY, KENTUCKY
City of Bloomfield – Chaplin Water Tank Rehabilitation
City of Bloomfield – Chaplin Water Tank Rehabilitation
The work to be bid upon is described as follows:
Furnish all labor and materials necessary to rehabilitate, repaint and place back in service one 280,000 gallon steel water standpipe with a 20 foot diameter.
The project is the construction of a low masonry wall with raised letters identifying it as Boone Center and the Headquarters Kentucky National Guard. Located behind the low wall is a taller masonry pier with a round KYNG logo. The logo will be carried in the bid as an Allowance (see Section 012100). The wall and pier will be constructed on the northwest corner of US 127 and Minuteman Drive.
City of New Albany – 2015 Annual Street Paving and Repairs Project
City of New Albany – 2015 Annual Street Paving and Repairs Project
Project Description:
The project consists of milling, pavement patching, pavement placement, curb ramp replacement, pavement striping and other appurtenant work associated with pavement improvements to various streets
Housing Authority of Princeton – Bathroom Upgrades
Housing Authority of Princeton – Bathroom Upgrades
Project Description:
The work to be performed consists of:
Site KY-72-002 Hyacinth Village
1. Bathroom Upgrade – One, Two and Three bedroom units.
a. Remove existing flooring and install new Luxury Vinyl plank and vinyl base.
b. Remove existing plumbing fixtures and install new tub/surround, water closet and vanity.
c. Remove existing light fixtures and install new.
d. Paint entire Bathroom
e. Remove existing bathroom accessories and install new accessories.
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.
Project Manager Name: Bernard Engelman Phone: (502) 782-0319 Email: Bernard.Engelman@ky.gov
Estimate: $270,000.00
Estimated Length of Project: (Substantial Completion) + 12/31/15 (Final Completion)
The Kentucky Authority for Educational Television intends to purchase and install a top mounted DTV antenna along with new six and one-eighth EIA flanged rigid transmission line system for use at the WKPI, Pikeville transmitter site.
Lewis County Sanitation District 1 – Contract 7 Sewer Line Extension
Lewis County Sanitation District 1 – Contract 7 Sewer Line Extension
Project Description: The project includes but is not limited to the following:
CONTRACT NO. 7 – SEWER LINE EXTENSIONS
a) 14,200 L.F. 3″, 2 1/2″, 2″,1 1/2″ CL21 PVC Force Mains
b) 8,200 L.F. 1 W’ CL21 PVC Service Force Main
c) 62 EA. Individual Grinder Pump Stations (9 GPM) w/Lateral Assembly
d) 46 EA. Miscellaneous Appurtenances (Valves, ARV, C.O.)
Lewis County Sanitation District 1 – Contract 6 Waste Water Treatment Plant Expansion
Lewis County Sanitation District 1 – Contract 6 Waste Water Treatment Plant Expansion
PROJECT DESCRIPTION: The project includes but is not limited to the following:
CONTRACT NO. 6-WASTE WATER TREATMENT PLANT EXPANSION
a) 1 L.S. Wastewater Treatment Plant Expansion to 0.200 MGD
b) 1 L.S. Ultraviolet Disinfection System
South Anderson Water District – Contract 16: Distribution Extensions Lakeview Dr and Hickory Grove Rd (Alt.)
South Anderson Water District – Contract 16: Distribution Extensions Lakeview Dr and Hickory Grove Rd (Alt.)
ENGINEER’S ESTIMATE: Base $50,450; Alternate $57,000
Project Description:
Contract 16 consists of a base project (Lakeview Drive) and an additive alternate (Hickory Grove Road). The Lakeview Drive extension consists of approximately 4, 100 LF of 4″ PVC waterline and appurtenances. The Hickory Grove Road extension consists of approximately 2,600 LF of 4″ PVC waterline and appurtenances.
Cedar Creek WQTC – UV Gate Project Contract No. 15714, Budget ID No. F13031
Removal and disposal of existing automatic level control gates and actuators, installation of new sluice gates and actuators, installation of electrical and communication for gate operation, and miscellaneous work.
The Jeremy Smith Group AML Reclamation Project involves the reclamation of AML related subsidence at three sites within two counties (Muhlenberg and Webster). Latitude and longitude coordinates for each site are listed below, along with a description of the problem and proposed construction activities. The Clarence Cartwright, Jr. site is located at 37° 10’ 43” N and 86° 59’ 52” W. An emergency project was completed in this same field in 2001 by OSM (Cartwright Shaft Subsidence, KY-02-016). A new subsidence hole has developed in the pasture, along with multiple potential subsidence depressions. AML plans to fill the hole(s) with Class II/III. An access road shall be constructed from Douglas Road. Site preparation will include anything necessary prior to filling the hole with rock (i.e., temporary low water crossing installation, excavation, etc.) Current plans state that no trees shall be disturbed at this site. Silt-check fencing and prompt establishment of vegetation within all disturbed areas will provide sediment control. The Ronnie Gipson site is located at 37° 29’ 3” N and 87° 50’ 24” W. The problem at this site is a large subsidence hole in a field, which is currently holding water. Pumping of the ponded water and any low water crossing(s) that need(s) to be installed will be incidental to site preparation. AML plans to fill the hole with Class II/III. An access road from Five Mine Road shall be constructed. Current plans state that no trees shall be disturbed at this site. Silt-check fencing and prompt establishment of vegetation within all disturbed areas will provide sediment control. The Jeremy Smith site is located at 37° 13’ 1” N and 87° 4’ 26” W. The complaint at this site is a subsidence hole in a pasture that has filled in with water. AML plans to fill the hole with Class II/III. Any excavation will be incidental to site preparation. An access road shall be constructed to the subsidence area. Current plans state that no trees shall be disturbed at this site. Silt-check fencing and prompt establishment of vegetation within all disturbed areas will provide sediment control. For continued project description, see Special Conditions.