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.
The project consists of steep & low sloped roof replacements and roof repairs/ overlays as well as EIFS repairs. • Roof Replacements: Remove existing roof membrane system down to existing roof deck. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over new insulation system. Provide crickets and tapered edge where indicated. Provide new metal components; e.g. metal counter flashings, scuppers, conductor heads, downspouts, plumbing vent flashings, metal expansion joint, etc.. • Roof Repairs/ Overlays: Remove wet roofing as indicated, match existing. Attach recovery board over existing roof systems. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over recovery board insulation. Provide new metal components; e.g. metal counter flashings, scuppers, conductor heads, downspouts, plumbing vent flashings, metal expansion joint, etc.. • EIFS Repairs: Repair damaged areas, – seal joints & recoat.
City of St Matthews – Trinity Hills Drainage Improvements
City of St Matthews – Trinity Hills Drainage Improvements
Project Description:
The project provides for all labor, materials, and equipment necessary to provide drainage improvements to the ditch running parallel to Trinity Hills Lane and flowing under Elmwood Avenue. The improvements include the construction of a retaining wall, paved “U” channel, paved flume, tree removal and other misc. drainage and grading improvements.
A Contract to furnish all labor, material and necessary equipment for an Interior
Acoustical Sound Attenuation Systems for the Firearms Training Facility per the
departmental specifications, terms and conditions of bid.
This project will address slides related to two previous AML projects in the Fords Branch community of Pike County. The Roger Adkins project will finish the work began under the Roger Akins Slide Phase II project. We will install a gabion wall and steel pile walls in the lower slide. Construct a concrete channel above the slide to direct water around the site and into a trapezoidal gabion ditch down to the county road ditchline. The Robert Boggs portion will address a slide that has formed off a waste area created under Robert Boggs Slide Phase I project. Past projects have addressed the slide area, however, it is now of sufficient size that stripping it to rock is the best long-term solution. We will clean out, and line with tied concrete block mat to provide a stable channel, the clogged channel below the slide. There is no tree disturbance at the Adkins site. Trees will be removed only within the slide are of the Boggs site. The waste areas are the areas designated and used under the Roger Adkins Slide Phase II project. For continued project description see Special Conditions.
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.