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
Louisville Water Company is requesting Bids for the installation of 885 linear feet of 12-inch PVC water main, 270 linear feet of 12-inch DPW water main, 85 linear feet of six (6)-inch PVC water main, 15 linear feet of six (6)-inch DPW water main, and 60 linear feet of 20-inch steel casing pipe along Taylorsville Road between Grand Avenue and Lynnwood Way and at Old Six Mile Lane. Also included with the project is the installation of two (2) fire hydrants, the relocation/renewal of eight (8) customer services and (one) 1 meter exchange.
Louisville Water Company is requesting Bids for the renewal of lead services in the Lexington Road Area. Design information indicates a total of 104 customer service renewals, 7 customer service discontinues and 42 meter exchanges.
Laurel Co Water District #2 Contract 11 and Contract 12
Laurel Co Water District #2 Contract 11 and Contract 12
Contract 11 – US25 Water Main Extension will consist of construction of approximately 15,000 LF of 16” PVC water main and appurtenances. Excavation is unclassified. The Contractor shall furnish all materials, equipment and labor necessary to complete the construction of the facilities, including trenching, excavation, installation of the facilities, all tie-ins, appurtenances, testing, cleanup, etc and any other action required for a complete installation
Contract 12 – Water Storage Tank Renovation will consist of renovations to an existing 200,000 Gallon ground tank including sandblasting and repainting interior and exterior and replacement of various tank appurtenances in accordance with AWWAD-100, 101, and 102 standards. The Contractor shall furnish all materials, equipment and labor necessary to complete the re-painting of the facilities.
RFB-44-13 Stream Mitigation Pennyrile Forest State Resort Park
RFB-44-13
This work consists of the remediation of the implemented 2006 Pennyrile Mitigation Plan. The
proposed remediation includes invasive plant removal, supplemental riparian plantings, the repair
and removal of in stream structures and will serve to fulfill and complete the permit requirements of
USACE permit number 200200789. Remedial actions are designated by area and have a specific
time of year for which the work must take place.
RFB-47-13
Work includes providing all required material, labor and equipment to perform selective demolition and associated reconstruction of project improvements as hereinafter described. Work includes removal and disposal of building windows, aluminum storefronts and entrance doors to accommodate installation of new blast resistant aluminum windows, doors and storefronts. In addition, work includes cleaning, repairing, tuck pointing and sealing existing stone veneer, cleaning, patching and painting concrete masonry soffits. Work further includes cleaning existing roof drains, cleaning and painting existing metal wall panels, cleaning, filling sanding and painting existing hollow metal doors and frames. All work is to be performed at the existing National Guard Armory, 920 Morgantown Road, Bowling Green, Warren County, Kentucky.
RFB-45-13
The construction documents upgrade existing lighting and controls. The existing hi-bay fixtures in the hanger will be replaced with new energy efficient LED hi-bay fixtures and include a daylight harvesting system. Existing fixtures with T12 lamps will be replaced with new energy efficient T8 fixture. In addition, several spaces with toggle switches will be replaced with occupancy sensor switches. Demolition work includes removing fixtures, switch, wire and conduit. New work includes new fixtures, wire, conduit, occupancy sensors, daylight harvesting photosensors and controls, and adding circuit breakers to an existing panel.
RFB-46-13
The construction documents upgrade existing lighting and controls. The existing hi-bay fixtures in the hanger and warehouse area will be replaced with new energy efficient LED hi-bay fixtures and include a daylight harvesting system. Existing fixtures with T12 lamps will be replaced with new energy efficient T8 fixture. In addition, several spaces with toggle switches will be replaced with occupancy sensor switches. Demolition work includes removing fixtures, switch, wire and conduit. New work includes new fixtures, wire, conduit, occupancy sensors, daylight harvesting photosensors and controls, and adding circuit breakers to an existing panel.
The scope of work includes four (4) new effluent pumps, structural modifications to the existing effluent pumps wet well, a new 36-inch ductile iron and reinforced concrete gravity effluent line, a new 24-inch ductile iron force main, a new gatewell with 36-inch sluice gate and electric actuator and an energydissipation feature between the end of the gravity line and Mill Creek.
Contract 1: Provide the labor, equipment, materials for construction of @27,000 LF of 8-inch sewer pipe, fittings and service line and appurtenances; 140 – 4-foot diameter manholes complete with frames and covers, and 50 grinder pumps with inline and end of line clean outs; latral kits, check and ball valves and all other appurtenances.
Contract 2: Provide the labor, equipment, materials for the construction of four submersible pump stations with 4-inch force mains and 6-inch force mains.
The scope of construction includes demolition of the existing fountain, sidewalks, walls, site amenitites and electrical components, the installation of a new fountain, sidewalk pavement with pavers, light poles and fixtures, irrigation, landscaping, retaining walls and seat walls.
Construction of approximately 3,200 linear feet of 12″ ductile waterline, 80 linear feet of 8″ ductile iron waterline, 40 linear feet of 6″ ductile iron waterline, 40 linear feet of 8″ PVC waterline, and appurtenances. Construction of approximately 4,00 linear feet of 6″ PVC forcemain, 160 linear feet of 2″ PVC forcemain, 400 linear feet of 8″ PVC gravity sewer, and 3 sanitary sewer manholes.
The project consists of Porch Canopies, Gutters, Aluminum Fascia Replacement, Handrails, Planter Boxes, Facade Upgrades, Stone Veneer, Concrete Walks, Retaining Wall, Site Lighting, Landscaping
Install 15 fire hydrants, more or less, on new and/or existing Greenup water system lines at various locations within Lloyd, Maloneton, Load, Little Sandy valunteer fire dept service areas.
