RFB 164-11
This project consists of the installation of an above ground fuel oil storage tank that will
serve as the backup fuel source for an existing boiler. The storage tank is designed as
a double wall , UL 142 Tank with a capacity of 5,000 gallons. In addition fuel piping
and pumps will be included to connect to the existing boiler.
Cosmetology Program Building Ashland Community & Technical College
RFB 160-11
The construction documents cover a new building for the Ashland Community and Technical College Cosmetology Program. The site is located in Ashland, Kentucky on the site of College Drive Campus. The site address is 1097 Oakview Drive. Two houses have been demolished and the site minimally graded to allow surface water to runoff. The site contains a protected water shed. Storm water runoff detention is included. All connections to the existing utilities are included. The new building is 6060 gross square feet. The structure is intended to be a pre-fabricated modular building, constructed in an off-site factory and delivered to the site in seven modules. The foundation will be unit masonry set on poured concrete round piers. A crawl space of 3 ft. clear with exterior access is above grade. Each module will have a structural steel frame with wood floor, wall and roof framing. Roof is low slope single-ply membrane gable with gutters. Exterior walls and skirting are cement-composite panels.
RFB 161-11
The Division of Abandoned Mine Lands wishes to receive bids for the BSH Site “U” Repair, AMD Abatement Project. This project is located in the Bunt Sisk Hills of Hopkins County. The project will address the poor vegetation at the site, minor erosion problems, and close a dangerous water filled shaft.
The entire Site “U” area (23 acres) will be revegetated with the AML general reclamation seed mixture. The original seeding occurred within the beginning weeks of a long summer and fall drought resulting in nearly complete failure of the vegetation. Fertilizer (18-46-60 at 0.35 tons/acre) and agriculture limestone (25 tons/acre) will be applied and incorporated in the soil. The seed mixture will be applied at 80 lbs/acre pure live seed, and straw mulch at 2.5 tons/acre.
The large water laden shaft will be filled with high purity class III limestone (>85% CaCO3 content) to minimize the safety threat while allowing the water to surface. A rock berm will be constructed around the shaft to ensure that the water flows down the existing ditchline in the future. The existing rock berms along the main ditch will be extended to prevent short-circuiting and erosion problems. Erosion control blanket (ECB) ditches will be constructed to collect surface water and direct it into the main rock ditch.
Cattails will be collected from the project area and transplanted (on 4-6’ centers) within the lower settling basins. These plants should colonize the cells, increasing the retention time of the water and aiding in filtering precipitates and silt.
Haybales silt checks are included for areas that are disturbed. The existing hay bale barrier along Copper Creek will be repaired as needed. Roadway stone, geogrid, and filter fabric are included for maintenance of the existing access routes. An earthwork bid item has been included to cover any efforts necessary to fill minor erosion gullies, remove silt from retention basins, and other earthwork task. Earthwork efforts from roadways and ditches (rock and ECB) are incidental. For continued project description see Special Conditions.
Parking Lot Replacement and Improvements Phase II Ashland Community and Technical College
RFB 165-11
This project provides for removal of existing vegetation, walks, curbs, asphalt pavement and reconstruction of curbs, walks, and pavement with related earthwork, storm drainage and electrical work required to construct parking lots with spaces for approximately 91 vehicles.
This project has one Additive Alternate No 1 is for Service Drive Improvements.
RFB 162-11
The work includes the removal and replacement of all built-up roofing, insulation and
flashings. It shall be noted that the existing aluminum counter flashing and parapet cap
flashing shall be removed and re-installed after the new roofing system is completed.
The existing ribbed metal decking shall remain. The main body of the roofing area has
a slope build to it, with the smaller, upper foyer decking being level. Standard straight
insulation shall be used, except on the upper foyer and the crickets/saddles shown on
the roof plan. These areas require tapered insulation with the desired elevations above
the roof as shown on the roof plans. The roof contains approximately 90 squares. The
small roof canopy over the front entrance requires new treated plywood roof decking
with a comparable roofing system with the addition of a sheathing membrane. This roof
requires new copper integral gutters and exposed downspouts.
Boiler Installations HVAC System Upgrades Harlan Campus Southeast Community & Technical College
RFB-166-11
Project includes replacement of three stoker fired boilers in two buildings along with piping and controls. New electrical service entrance is required for both buildings. The electrical service for Building two will be replaced while a new second electrical service will be added to Building 3. Close coordination with Kentucky Utilities will be required.
The University Of Kentucky’s Shively Track, used by the men’s and women’s track and cross country teams, is over 30 years old and needs to be renovated and updated. This project will renovate the existing track and field facility by providing a new track and field surface, fieldevent training areas, spectator seating, spectator amenities (concessions, restrooms, ect.) and equipment storage. The existing facility will ne completely demolished and the new sports venue will be constructed to provide a first class venue for track and field events, creating a quality experiance for both athletes and spectators and will be easy to access and maintain. The new track will be a nine-lane synthetic surface track, competitive events, and grass infield. An athlete only practice throw area will be developed creating a safety for adjacent spectators and warm-up of students athletes. Additionally, a student athlete area has been developed to accommodate visiting teams. The new design and materials integrated with adjacent baseball stadium create a synergy for dual use. A new entry plaza is beingdeveloped to create a identity for the facilitgy and serves to upgrade the entry into the lower level grandstands and the upper level grandstands. There are buildings to be constructed as part of the project: Field Storage, Throw storage, concessions/restroom, and meet adminstration. Typical building materials include concrete foundations and walls, load-bearing CMU, brick, and standing seam metal roof.
Cardinal Valley Elementary School Addition and Renovation
Cardinal Valley Elementary School Addition and Renovation
The project scope includes the renovation of approximately 68,000 SF and the addition of 7,000 SF to the main floor of the Cardinal Valley Elementary, originally built in 1962 with building additions in 1965 and 1985. Work includes but is not limited to selective demolition, removal and replacement of mechanical systems (variable refrigerant volume system), replacement of existing electrical systesm, fire protection, fire alarm, interior finishes (walls, ceilings, floor and wall base), door hardware, site improvements and permeable paving, replacement of kitchen equipment and the addition of 6,800 SF for new elevator entry at lower level, gym stage, media center expansion, kitchen expansion, entry vestibule and new mechanical room. The workk will be executed in three construction phases– beginning in June 2011 with completion in November 2012– and will be occupied during all phases of the work with the use of temporary portables
Base Bid A – Base Bid Lump Sum Work consists of providing all labor, rigging, tools, equipment, and materials to furnish and install one (1) complete 1.5MG Welded Steel Ground Storage Tank (Tank #1) including road work, site work, electrical work, piping, drainage, utilities, restoration, removing existing 8-inch water line, and relocating existing services, as noted on contract documents.
Base Bid B – Base Bid Lump Sum Work consists of providing all labor, rigging, tools, equipment, and materials to furnish and install one (1) complete 1.5MG Bolted, Glass-Lined Ground Storage Tank (Tank #1) including road work, site work, electrical work, piping, drainage, utilities, restoration, removing existing 8-inch water line, and relocating existing services, as noted on contract documents.
Base Bid C – Base Bid Lump Sum Work consists of providing all labor, rigging, tools, equipment, and materials to furnish and install one (1) complete 1.5MG Prestressed Concrete Ground Storage Tank (Tank #1) including road work, site work, electrical work, piping, drainage, utilities, restoration, removing existing 8-inch water line, and relocating existing services, as noted on contract documents.
Alternate Bid A- Provide Second 1.5MG Welded Steel Ground Storage Tank (Tank #2) complete including foundation, electrical, utilities, control vault, and site work
Alternate Bid B- Provide Second 1.5MG Bolted, Glass-Lined Ground Storage Tank (Tank #2) complete including foundation, electrical, utilities, control vault, and site work.
Alternate Bid C- Provide Second 1.5MG Prestressed Concrete Ground Storage Tank (Tank #2) complete including foundation, electrical, utilities, control vault, and site work.
Louisville Water Company is requesting bids for the installation of 405 (5/8” – 1.5”) residential pressure reducing valves in the existing meter vault.
Contract 3 O’Connell Park Rd. Sanitary Sewer Collection Rehab
Contract 3 O’Connell Park Rd. Sanitary Sewer Collection Rehab
The Program of work for which bids are to be submitted consists of approximately 2,710 L.F. of 8-inch Gravity Sewer, 3,665 LF 6-inch Gravity Lateral, including all related appurtenances as shown on the drawings and describe in the specifications for the Contract 3 O’Connell Park Road, sanitary sewer collection rehab for the City Of Hardinsburg Kentucky.
Menifee County High School Addition and Renovation
Menifee County High School Addition and Renovation
The Menifee County High School Addition & Renovation will consist of band, agriculture, media and classroom additions to the existing high school located in Frenchburg, KY. The addition will be approximately 26,000 square feet and will consist of concrete, CMU, brick veneer and EIFS exterior. The roof structure will consist of bar joists, decking, and insulation with EPDM roofing membrane. Site work includes asphalt pavement, concrete sidewalks, site utilities, and landscaping. Interior consists of drywall finishes, custom casework, hollow metal and wood doors, hollow metal frames, door hardware, suspended acoustical ceilings, flooring, painting, specialties and accessories, kitchen equipment, elevator, HVAC, plumbing, fire protection and electrical. The detailed language specific to the bid packages is located in Section 01900 of Volume I of III of this manual. Combination Bids will not be accepted
BP 020 Concrete
BP 030 General Trades (Site, Carpentry, Casework, Roofing, Doors, Windows, Specialties, Elevator)
BP 040 Masonry
BP 050 Metals and Structural Steel
BP 090 Finishes (Drywall, Paint, Flooring, Ceilings, Metal Stud Framing)
BP 114 Kitchen Equipment
BP 220 Plumbing and Fire Protection
BP 230 HVAC
BP 260 Electrical, Communications, Safety and Security
STP 0031(007): WILLIAM H. NATCHER PARKWAY (PW 9007) SURFACING FOR THE EXTENSION OF
WILLIAM H. NATCHER PARKWAY TO US-231 AT DYE FORD ROAD AND SIGNING ON PARKWAY.
PAVEMENT (WITH ALTERNATIVES).
SYP NO. 03-00053.10.
HSIP 0151(069): HAZARD-WHITESBURG ROAD(KY 15) CONSTRUCT NEW INTERSECTION WITH LEFT
TURN LANES AT KY 160 NEAR VAN. GRADE & DRAIN WITH ASPHALT SURFACE.
SYP NO. 12-00121.00.
FD04 SPP 078 0068 018-021: LEBANON-DANVILLE ROAD (US 68) RECONSTRUCTION OF US-68
FROM 4600′ WEST OF HOURIGAN LANE TO 1200′ WEST OF BEECH FORK CHURCH ROAD. BRIDGE
WITH GRADE, DRAIN & SURFACE.
SYP NO. 04-00192.20.
Menifee County High School Addition and Renovation
The Menifee County High School Addition & Renovation will consist of band, agriculture, media and classroom additions to the existing high school located in Frenchburg, KY. The addition will be approximately 26,000 square feet and will consist of concrete, CMU, brick veneer and EIFS exterior. The roof structure will consist of bar joists, decking, and insulation with EPDM roofing membrane. Site work includes asphalt pavement, concrete sidewalks, site utilities, and landscaping. Interior consists of drywall finishes, custom casework, hollow metal and wood doors, hollow metal frames, door hardware, suspended acoustical ceilings, flooring, painting, specialties and accessories, kitchen equipment, elevator, HVAC, plumbing, fire protection and electrical. The detailed language specific to the bid packages is located in Section 01900 of Volume I of III of this manual.
Sealed bids will be received by the Cumberland County Board of Education for renovations at Cumberland County Middle School-Roof Replacement in Burkesville,KY
Sealed bids will be received by the Cumberland County Board of Education for renovations at Cumberland Co. Middle School-HVAC and Security in Burkesville, KY