The project scope includes construction of a new main entry and secondary entry to the new Clark County High School site. The main entry will include left and right turn lanes and the secondary entry will be a right-turn-in and a right-turn-out only configuration.
This Contract provides for the installation of 6,933 linear feet of 36-inch sewer, 198 linear feet of 15-inch sewer, 779 linear feet of 10-inch sewer, and 1,616 linear feet of 8-inch sewer, 38 manholes, elimination of the Lake of the Woods WQTC and Influent Lift Station, Chippewa Pump Station, and the Chenoweth Run Pump Station.
This project consists of the furnishing and installing of gravity sewers, manholes, two pump stations, force mains, properrt service connections, asphalt paving, and all other items shown on the plans and mentioned in the specifications for a complete project.
Louisville Water Company is requesting Bids for the supply and installation of +/- 1,128 sacrificial 32-lb. magnesium anodes and 45 test stations on existing water main.
Louisville Water Company is requesting Bids to provide all labor, rigging, tools, equipment, and materials necessary to furnish and install a redundant second HVAC boiler in the JLH Building located at 550 South Third St.
The project consists of a selective demolition and renovation of the administrative suite located on the second floor of the terminal building at Blue Grass Airport. The work includes new gypsum and glass walls, ceiling replacement with both gypsum and lay-in panels, replacement floor and wall finishes, new doors, new lighting, new diffusers with duct relocation and other incidental items. New furnishing are provided under seperate contracts.
Re-roof of existing 1950’s portion of building. Provide brick/EIFS remediation. Remove and replace sealant at window/door perimeter, EIFS terminations, masonry control joints, and building/sidewalk expansion joints.
RFB-50-13 Imogene Anderson AML Reclamation Project
RFB-50-13
Drainage from the Hima Tipple AML project is draining in a roadside ditch along US 25 and has then created a drain beside the Anderson residence. AML proposes to construct a concrete ditch to prevent further erosion of the Anderson property. The drainage will continue into an existing roadside ditch. AML will construct a concrete ditch in the roadside ditch to prevent erosion of Anderson’s front yard. An existing CMP will be replaced and a headwall constructed. No disturbance of any stream reach is planned. No trees greater than 5” in diameter will be disturbed during October 15th-March 31st. For continued project description see Special Conditions.
RFB-54-13 Structural Repairs Military Readiness Center
RFB-54-13
The project consists of repairs and renovations of the existing Amory readiness
building. The existing structure is a 1-story and approximately 16,000 square feet. It is
a load bearing concrete masonry wall structure with a steel deck and steel joist roof. It
is clad with a brick veneer. It was constructed in 1976-77. The project is primarily a
masonry restoration. The brick veneer was constructed with minimal expansion
capability and has exhibited failures (cracking) associated with the lack of movement
control. Cracked masonry units shall be repaired by removing and replacing face
shells. New expansion joints are to be saw cut into the existing veneer, the cracks are
to be repaired and the entire surface is to be coated with a liquid penetrating sealer.
Existing steel lintels shall be cleaned and painted and seven windows shall be
replaced. In addition to the exterior envelope work, interior CMU wall cracks shall be
repaired as well as 3 roof truss bearing locations. The facility will be occupied during
construction. There are secure areas within the facility and access shall be coordinated
with the facility contact person.
The scope of work consists of a selective demo and rebuild for a new McDonalds project located in Louisville, KY. The project is located at 6400 Greenwood Rd, Louisville, KY 40258. All mechanical trades will be required as well as demolition, excavation, concrete, masonry, exterior finishes, glass/glazing, drywall, rough carpentry, tile, acoustic ceiling, painting, and roofing.
The removal of 4 exterior door frames and doors and replace with metal frames and new metal doors, the removal of 8 existing windows and replace with new vinyl windows at the Cleveland Street Apartments. The removal of 6 exterior door frames and doors and replace with metal frames and new metal doors, the removal of 16 existing windows and replace with new vinyl windows at the High Street Apartments. The removal of 154 existing windows and replace with new vinyl windows at the Linden Townhomes. Add new wood interior doors (and partial gyp walls where indicated) to enclose closets in designated apartments per schedule. Add new wood doors (and partial gyp walls where indicated) to enclose interior hallway air handling units per schedule. Install new interior glass door and frame, also a sliding service window at the Poplar Street office of the Housing Authority.
RFB-52-13 Electric Utility Expansion Infrastructure Improvements
RFB-52-13
The project scope of work includes approximately 5,000 LF of Grade C, medium loading, 4,160V overhead primary electric construction, including all labor, materials and equipment. The circuit is an extension of an existing, recently constructed overhead circuit. Line conductors are 750 KCMIL, ACSR. The construction includes, but is not limited to, primary and secondary conductors, wood poles, crossarms, hardware, insulators, surge arrestors, switching, transformers, lighting, guying, and grounding. Some work is required in secure areas.
RFB-51-13 Re-Advertisement of RFB-245-12 Pressure Reducing Valves
RFB-51-13
Work includes all materials and labor in install (2) pressure reducing valves, vaults and associated piping and connections at separate outside locations in the active fire suppression water line.
RFB-49-13
The Sharon Tackett Group AML Reclamation Project involves the reclamation of AML
related problems at four sites and one waste area within the Paintsville and Sitka
quadrangles. G.P.S. coordinates for each site are listed below, along with a
description of the problem and proposed construction activities. Mostly, this group
includes open mine portals and related mine drainage issues.
The Douglas Meade site. The problems at this site include two open portals and
associated drainage issues. AML plans to close the portals with wildlife closures. A
combination drain-ditch will be installed on the bench to collect the pooling water and
drain to a 2’ flatbottom class II ditch that will be constructed along the small (existing)
road that provides access to the barn. To help direct any overflow water from the
bench, a 4’ flatbottom rectangular gabion ditch will be installed down the slope from the
bench to the paved road. Both the road-side ditches and the gabion ditch will empty
into an 18” HDPE culvert (which will be installed to replace the existing culvert). Water
will travel under the road and be directed toward the nearby tributary through a 2’
flatbottom class II ditch. There is a gasline close to the construction limits that is not to
be disturbed during construction. Any trees to be removed are less than 5” DBH.
Trees greater than 5” DBH are not to be disturbed. Silt-check fencing and prompt
establishment of vegetation within all distrubed areas will provide sediment control. As
the area to be revetgetated is less than 1 acre, residential seeding will be used. For
continued description, see Special Conditions.
CALL 322 CONTRACT ID 121033
MARSHALL COUNTY
CB06 079 0408 007-008: WEST 8TH STREET(KY 408) BRIDGE REPLACEMENT AND CURVE
STAIGHTENING ON KY 408 IN BENTON. BRIDGE WITH GRADE, DRAIN & SURFACE.
Washington Co High School Water and Sewer Extension
Washington Co High School Water and Sewer Extension
Install approximately 630 LF of 8″ PVC Gravity Sewer and Manholes
Install Pump Station 100 GPM
Install approximately 1875 LF 4″ and 6″ PVC SDR-21 Force Main
Install approximately 3860 LF of 8″ SDR 21 Water Main and Appurtenances
Install approximately 3290 LF of 6″ SDR 21 Water Main and Appurtenances