Bid 11-153 Harmony Landing Golf Course Crossing Water Main Replacement Project
Bid 11-153 Harmony Landing Golf Course Crossing Water Main Replacement Project
Louisville Water Company is requesting Bids for the supply and installation using directional drill construction method of 1600 linear feet of 12-inch H.D.P.E (SDR-11) or 12-inch Fusible P.V.C. (C900, DR14), the supply and install using the directional drill construction method of 300 linear feet of 6-inch H.D.P.E (SDR-11) or 6-inch Fusible P.V.C. (C900, DR14) and the supply and install using the open cut construction method of 470 linear feet of 4-inch H.D.P.E (SDR-11) or 4-inch Fusible P.V.C. (C900, DR14). Also included with the project is the transfer, renewal, or relocation of 5 customer services
Montgomery County Detention Center Roof Replacement
Montgomery County Detention Center Roof Replacement
The following is a brief description of the scope of work, which includes, but is not limited to the following: Removal of the existing membrane roof, including roof insulation. providing a new membrane roofing system, including roof insulation and membrane flashings. Two different membrane roof systems are being considered, one as base bid, the second as a deductive alternative. Repair of existing roof drains. Refurbishing and repainting of the existing sheet metal flashings and copings. Providing new through wall overflow scupper. Proving new roof walk pads.
University of Kentucky Condensate Replacement Old Fine Arts Building
Condensate Replacement Old Fine Arts Building
Contractor to supply all labor and equipment as required to replace the existing 2″ condensate piping from the POT utility tunnel up to and through the mechanical room crawl space in the Old Fine Arts Building, located at 465 Rose Street, as described and shown in this document, associated drawings and special conditions. The University will supply the 2″ condensate piping and the successful bidder shall supply all other materials, such as: but limited to piping and fittings inside the POT tunnel and Old Fine Arts crawl space, required insulation and testing equipment. All sections of concrete sidewalk,curbs and asphalt road surfaces that are removed or damaged during this project shall be replaced with new materials that are designed and installed to current University of Kentucky standards. Contractor is responsible for removal and disposal of all materials associated with required excavation.
New Office Addition/Renovation for the Garrard Co Ag Extension Office Building
New Office Addition/Renovation for the Garrard Co Ag Extension Office Building
Approximately 4200 square feet office building addition of wood frame construction. The building will have brick veneer with vinyl clad windows, and wood and aluminum trim. Wood trussed structure and shingle roof is called for. Concrete foundations and slab on grade. Interior finishes include, remove and reinstall existing cabinetry, new cabinetry, wood doors, gyp board wall and ceiling finishes, paint, and interior wood trims; Movable partitions. Addition of H.C. accessible toilet rooms, and plumbing improvements. Mechanical system modifications; inclusive of renovation to existing and new additions of HVAC Systems. Addition of 200 AMP electrical service. Site development includes earth/excavation work, sanitary sewer, water, gas, and electric, parking areas, and landscaping. Approximately 1000 SF of the existing office shall be affected with new finishes and other general modifications. General contract bidders may purchase two (2) sets of the contract documents for $90.00, refundable only if the general contractor submits a bona-fide bid. For any additional set or sets of the Contract documents, including specifications and drawings, they are available at cost, and this is not refundable to the plan purchaser. Sub-contractors may purchase (1) set of plans and specifications for a deposit of $65.00, refundable if the contractor returns the plans in good condition to Lynn within 3 business days of the bids being taken, or plans may be purchased at cost and this cost is not refundable to the sub-contractors.
CALL 201 CONTRACT ID 111330
BREATHITT COUNTY
NH 0151 (070): JACKSON-CAMPTON ROAD (KY 15) FROM 0.12 MILE NORTH OF OLD KY 30 TO 0.
70 MILE SOUTH OF STILL HOUSE HOLLOW, A DISTANCE OF 2.44 MILES. ASPHALT SURFACE WITH
GRADE & DRAIN.
SYP NO. 10-00270.67.
CALL 308 CONTRACT ID 111328
HARDIN COUNTY
JL03 047 3005 NEW ROUTE: RING ROAD (KY 3005) EXTEND RING ROAD (KY 3005) FROM GAITHER
STATION ROAD TO THE WESTERN KENTUCKY PARKWAY, A DISTANCE OF 2.67 MILES. GRADE &
DRAIN WITH ASPHALT SURFACE.SYP NO. 04-07010.50.
CALL 307 CONTRACT ID 112978
HENRY COUNTY
FE02 051 0071 B00051L: LOUISVILLE-COVINGTON ROAD (I-71) BRIDGE OVER WHITE SULPHER
FORK AND N&R RAILROAD (MP 32.348). BRIDGE REPAIRS.
CALL 310 CONTRACT ID 111037
JEFFERSON COUNTY
JL03 056 0264 014-016: WATTERSON EXPRESSWAY (I-264) INSTALL SOUND BARRIER WALL
BETWEEN THE NEWBURG RD. EXIT RAMP AND THE BARDSTOWN RD. ENTRANCE RAMP. SOUND
BARRIER WALL.SYP NO. 05-08413.00.
CALL 304 CONTRACT ID 112972
BALLARD COUNTY
CB01 004 1212 C00031N: CR 1212 (MP 1.40) HERSHEL JONES ROAD – BRIDGE OVER STOVALL
CREEK 1.4 MILES NW OF JCT CR 5213. BRIDGE SUBSTRUCTURE REHAB.
CALL 302 CONTRACT ID 112303
LESLIE COUNTY
CPTL 066 545D: LESLIE COUNTY SALT STORAGE STRUCTURE FOUNDATION LESLIE COUNTY SALT
STORAGE STRUCTURE FOUNDATION. MAINTENANCE.
CALL 301 CONTRACT ID 111036
HARDIN COUNTY
JP02 047 8547: ELIZABETHTOWN-RADCLIFFE CONNECTOR CONSTRUCT A CONECTOR ROAD
FROM KY
313 AT RADCLIFFE WEST OF US 31W TO THE E-TOWN BYPASS. GRADE, DRAIN & SURFACE WITH
BRIDGE.
SYP NO. 04-08103.10.
CALL 200 CONTRACT ID 111333
MARTIN COUNTY
080GR11D033
KY 3411 AND CR 1351
MARTIN COUNTY
BRZ 1203 (332): LAURA LANE (CR 1351) REPLACE BRIDGE AND APPROACHES OVER ROCKCASTLE
CREEK , A DISTANCE OF 0.06 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO.
12-01083.00.
MARTIN COUNTY
BRZ 1203 (333): FITCH BRANCH ROAD (KY 3411) REPLACE BRIDGE AND APPROACHES OVER
ROCKCASTLE CREEK , A DISTANCE OF 0.05 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE.
SYP NO. 12-01087.00.
CALL 105 CONTRACT ID 111331
OHIO COUNTY
NH 9001 (012): WESTERN KENTUCKY PARKWAY (KY 9001) IMPROVE LIGHTING AT THE EXCHANGE
FROM THE WESTERN KY PARKWAY ONTO THE WILLIAM NATACHER PARKWAY. LIGHTING.
SYP NO. 02-08508.00.
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 11 acres of mine land in Perry County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 3 bond forfeiture permits.
For continued project description see Special Conditions
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 10 acres of mine land in Muhlenberg County, Kentucky. The work will consist of earthwork to fill pit and spread topsoil, positive drainage gradework, ECB ditch, roadway stone and revegetation of 1 bond forfeiture permit with 2 increments. For continued descripton, see Special Conditions.
Replacement of field fabricated wood cooling tower with (3) three new Owner furnished Marley stainless steel fabricated cooling towers and three (3) variable frequency controllers each rated at 2,500 GPM.
Roof Replacement Food Service Bldg Kentucky School for the Blind
RFB 30-12
Louisville, Kentucky
The work consists of replacing roofing systems on the roofs of the Food Service Building and on the
entrance foyer of the Classroom Building located on the campus of Kentucky School for the Blind in
Louisville, Kentucky.
The Food Service Building roof system is approximately 16,000 SF and is comprised of a 4-ply asphalt BUR
membrane with ballast over 2″ of fiberglass insulation on top of metal decking. Structure and deck slopes to
drain except on section of the roof where existing structure is flat and built up tapered insulation was installed
at a slope 1/8″/foot to achieve drainage. Tapered insulation totals approximately 6″ at the peak and 2″ at the
low side. The system shall be removed down to the roof deck and replaced with a new roofing system
comprised of 2-ply modified SBS roof membrane over 1 ½” of polyisocyanurate insulation and ½” perlite
resin coating on curbs and pipe structures. In addition, parapet caps shall be removed and replaced with
new pre-finished metal edge trim strips and foil faced flashings to be supported by treated wood blocking
specified to be installed all around parapet edges.
The entrance foyer of the Classroom Building is approximately 410 SF and is comprised of a fully adhered
single ply EPDM roof membrane over plywood deck. It is unknown whether insulation exists under the
membrane. The system shall be removed in its entirety, down to the plywood deck and replaced by a new
system that will include the following: polyisocyanurate insulation, 2-ply SBS membrane roofing and ½”
perlite cover board and perlite tapered insulation. Flashing shall be reinforced resin coatings.
Site Remediation 1219 Wilkinson Blvd. Transportation Cabinet
RFB 29-12
Frankfort, Kentucky
Major work items include; Excavating and stockpiling material at locations and depths
indicated, all excavation is considered unclassified. Installation of sheet pile.
Excavating contaminated soil. The contaminated soil shall be removed from site and
disposed of in an approved landfill. After confirmation sampling is completed the
Contractor shall backfill the excavated areas with the segregated stockpiled material
and crushed stone. And the construction of the final surface as indicated.
