CALL 115 CONTRACT ID 161236 TRIGG COUNTY STP BRZ 0103 (361) : CALEDONIA ROAD (KY 1585) (MP 4.820) REPLACE BRIDGE ON KY-1585 (MP 4.87) OVER SINKING FORK, .3 MI NORTH OF HWY 272 JCT (MP 4.920), A DISTANCE OF 0.29 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 01-01133.00.
Project Location: Trigg Co, Kentucky
Call 100 161029 Pike Call 100
Kentucky Transportation Cabinet
161029 Pike Call 100
CALL 100 CONTRACT ID 161029 PIKE COUNTY NHPP 0806(045) : PIKEVILLE-VIRGINIA STATE LINE ROAD(US-460) ASPHALT PAVEMENT SURFACING FROM BEAVER CREEK NEAR FLAT FORK TO BEAVER CREEK NEAR KY-1373. ASPHALT SURFACE WITH GUARDRAIL. SYP NO. 12-00263.89.
Project Location: Pike Co, Kentucky
Call 114 161030 Franklin Call 114
Kentucky Transportation Cabinet
161030 Franklin Call 114
CALL 114 CONTRACT ID 161030 FRANKLIN COUNTY BC62 037 FFT AIRPORT : CAPITAL CITY AIRPORT AIRFIELD ELECTRICAL REHABILITATION AT CAPITAL CITY AIRPORT. AIRPORT CONSTRUCTION.
Project Location: Franklin Co, Kentucky
Call 113 161031 Morgan Call 113
Kentucky Transportation Cabinet
161031 Morgan Call 113
CALL 113 CONTRACT ID 161031 MORGAN COUNTY HSIP 9010 205 : KY-772 AND KY-985 INTERESECTION INTERSECTION AND SIGHT DISTANCE IMPROVEMENTS ON KY-772 AT KY-985 INTERSECTION. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 10-00929.00
Project Location: Morgan County, Kentucky
Call 104 161032 Jefferson Call 104
Kentucky Transportation Cabinet
161032 Jefferson Call 104
CALL 104 CONTRACT ID 161032 JEFFERSON COUNTY STP BRO 2641 (182) : I-264 EASTBOUND BRIDGE REPLACE I-264 EASTBOUND BRIDGE OVER NORTHWESTERN PARKWAY(KY-3064). BRIDGE REPLACEMENT. SYP NO. 05-01073.00.
Project Location: Jefferson Co, Kentucky
Call 102 161231 Perry Call 102
Kentucky Transportation Cabinet
161231 Perry Call 102
CALL 102 CONTRACT ID 161231 PERRY COUNTY STP BRZ 1003 (260) : BIG WILLARD ROAD (KY 2021) (MP 1.075) REPLACE BRIDGE ON BIG WILLARD RD (KY 2021) OVER WILLARD CREEK AT INTERSECTION WITH BEACH NUT LN (CR 1213) (MP 1.115), A DISTANCE OF 0.06 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 10-01103.00.
Project Location: Perry Co, Kentucky
Call 301 161232 Jefferson Call 301
Kentucky Transportation Cabinet
161232 Jefferson Call 301
CALL 301 CONTRACT ID 161232 JEFFERSON COUNTY FD04 SPP 056 0031 000-001 : CLARK MEMORIAL BRIDGE (US 31) NAVIGATION LIGHTING ON CLARK MEMORIAL BRIDGE IN JEFFERSON COUNTY (US 31) LIGHTING. SYP NO. 05-04900.00.
Project Location: Jefferson Co, Kentucky
Call 400 161233 Boyd-Greenup Call 400
Kentucky Transportation Cabinet
161233 Boyd-Greenup Call 400
CALL 400 CONTRACT ID 161233 BOYD, GREENUP COUNTIES 121GR16D045-FD04 BRIDGE NAVIGATION/AVIATION LIGHTING GREENUP & BOYD COUNTIES BOYD COUNTY FD04 SPP 010 0023 013-014 : BEN WILLIAMSON MEMORIAL BRIDGE (12TH STREET) BRIDGE NAVIGATION LIGHTING ON THE BEN WILLIAMSON MEMORIAL BRIDGE (12TH STREET) IN BOYD COUNTY LIGHTING. SYP NO. 09-04900.00. BOYD COUNTY FD04 SPP 010 0023 013-014 : SIMEON WILLIS MEMORIAL BRIDGE (13TH STREET) NAVIGATION LIGHTING ON THE SIMEON WILLIS MEMORIAL BRIDGE (13TH STREET) IN BOYD COUNTY LIGHTING. SYP NO. 09-04900.00. GREENUP COUNTY FD04 SPP 045 0008 000-001 : CARL D. PERKINS BRIDGE (KY 8) NAVIGATION & AVIATION LIGHTING ON THE CARL D. PERKINS BRIDGE (KY 8) IN GREENUP COUNTY LIGHTING. SYP NO. 09-04900.00.
CALL 300 CONTRACT ID 161234 CARROLL COUNTY FD04 SPP 021 0042 009-014 : CARROLLTON TO GHENT ROAD (US 42) (MP 9.900) WIDEN FOUR MILE ROAD TO WEST GHENT CITY LIMIT (MP 13.200), A DISTANCE OF 3.30 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 06-08002.10.
CALL 101 CONTRACT ID 161235 PENDLETON COUNTY STP BRO 0603 (260) : FALMOUTH – MT. AUBURN ROAD (KY 330) (MP 8.638) REPLACE BRIDGE ON KY 330 OVER SHORT CREEK 0.35 MILE N OF J H GODMAN RD (CR 1238) (MP 8.678), A DISTANCE OF 0.39 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 06-01081.00.
CALL 103 CONTRACT ID 161230 HOPKINS COUNTY STP BRO 8023 (011) : WEST CENTER STREET (KY 262) (MP 2.734) REPLACE BRIDGE ON KY 262 OVER GREASY CREEK 0.67 MILE E OF BEAN CEMETARY RD (CR 1396) (MP 2.774), A DISTANCE OF 0.14 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 02-01079.00.
Project Location: Hopkins Co, Kentucky
Call 116 161034 Perry Call 116
Kentucky Transportation Cabinet 161034 Perry Call 116
CALL 116 CONTRACT ID 161034 PERRY COUNTY STP 0151 (082) : KY-15 RECONSTRUCTION OF THREE AT-GRADE RAILROAD CROSSINGS ON KY-15 IN PERRY COUNTY LOCATED BETWEEN MP 21.1 AND MP 3.7. ASPHALT RESURFACING. SYP NO. 10-00294.00.
Project Location: Perry Co, Kentucky
City of Frankfort Sewer Department – Emergency Bypass Pump Connections
City of Frankfort Sewer Department – Emergency Bypass Pump Connections
PROJECT DESCRIPTION:
Installation of pump station emergency bypass pump connection assemblies for four existing pump stations with existing force main sizes varying from four inches (4”) to twelve inches (12”). Three additional pump stations are included as construction alternates. Typical installation will include hot tap assembly, male camlock connection with cap, and “dog-house” type manhole with flat top, and aluminum hatch door.
Project Location: Frankfort, Kentucky
Housing Authority of Danville – Roof Truss and Siding Renovation Phase 2
Linietta KY 14-07 AMP 101, McIntyre Circle, KY 14-01 AMP 201
PROJECT DESCRIPTION:
Work will include the following:
HOUSING AUTHORITY OF DANVILLE – CFP 501-
ROOF, TRUSS, AND SIDING RENOVATION PHASE 2
McINTYRE CIRCLE, KY 14-01 AMP 201
Project Location: Linietta, Kentucky
Knox County Schools – GR Hampton Elementary School Phase 2 Parking Addition & Drainage Upgrades
Knox County Schools – GR Hampton Elementary School Phase 2 Parking Addition & Drainage Upgrades
PROJECT DESCRIPTION:
The project scope includes but is not limited to the following: The addition of 78 new parking spaces, asphalt, drainage improvements, new fabric covered awnings, parking lot lighting and parking striping as identified in the complete construction documents and schedule of alternates.
Project Location: Barbourville, Kentucky
CCK-2131-16 New Neonatal Intensive Care Unit BP-03A NICU Proper – 2402.3A
CCK-2131-16 New Neonatal Intensive Care Unit BP-03A NICU Proper – 2402.3A
PROJECT DESCRIPTION:
This package involves the installation work for the Phase 1F NEW NEONATAL INTENSIVE CARE UNIT. The work will be performed under contract with the Construction Manger, Turner Construction Company.
Design-Build Partial Roof Replacement Memorial Auditorium #3643
Design-Build Partial Roof Replacement Memorial Auditorium #3643
A contract to furnish all labor, material and necessary equipment for the Design-Build
Partial Roof Replacement at Memorial Auditorium
Project Location: Louisville, Kentucky
New Service Building & Site Improvements for Vacant Lots Property #3661
New Service Building & Site Improvements for Vacant Lots Property #3661
A contract to furnish all labor, material and necessary equipment for New Service
Building and Site Improvements for Vacant Lots property
Project Location: Louisville, Kentucky
RFB-282-16 David and Emma Shepherd
Drainage Abatement Project
Estimate: $ 67,022.50 Estimated Length of Project: (Substantial Completion) + 60 Calendar Days (Final Completion
This project will address acid mine drainage (AMD) emanating from a coal seam behind the Shepherd residence and cleanout AMD precipitate clogged ditches at a reclaimed fan house area. Waste material generated will be buried at a nearby former AML reclamation project site in the head of Groundhog Hollow. The site main site is located in the Rough & Tough community near David on Triple S road at 37.60468°N latitude, 82.88053°W longitude.
Project Location: Floyd Co, Kentucky
RFB-275-16 Dee Howell AML
AML Reclamation Project
Estimate: $104,222.50 Estimated Length of Project: (Substantial Completion) + 90 Calendar Days (Final Completion)
The site is located on Hwy 122 in Floyd County (Lat: 37°, 27’, 19”, Long: 82°, 44’, 27”). Drainage issues and a slide have developed on the Howell property from mining above the property. The problems will be corrected by constructing and retaining wall and ditches and subdrains to direct the runoff away from the property. Please see spec book for full project description.
Project Location: Floyd Co, Kentucky
City of Frankfort Sewer Department – Pipe & PAA Storage Buildings
City of Frankfort Sewer Department – Pipe & PAA Storage Buildings
PROJECT DESCRIPTION:
Work related to “Pipe and PAA Storage Buildings”
Project Location: Frankfort, Kentucky
Kentucky International Convention Center – Expansion and Renovations Demolition
Kentucky International Convention Center – Expansion and Renovations Demolition
PROJECT DESCRIPTION:
The KICC project will require demolition of roughly half of the existing convention center to make way for new construction. The other half of the current structure will not be demolished.
Bid Package KICC-01 Mass Demolition
Bid Package KICC-02 Mechanical and Plumbing Required for Mass Demolition
Bid Package KICC-03 Electrical Required For Mass Demolition
Bid Package KICC-04 Structural and Miscellaneous Steel Required for Mass Demolition
Bid Package KICC-05 General Trades Required for Mass Demolition
Project Location: Louisville, Kentucky
RFB-288-16 Replace Security Doors KCPC
KY Correctional Psychiatric Center
Project Manager Name: Keith Bohart Phone: (502) 564-3155 Email: keith.bohart@ky.gov
Remove and replace approximately 21 security doors at the Kentucky Correctional Psychiatric Center, 1612 Dawkins Road, LaGrange, KY. Door types include electronic sliding and swing doors. Sliding doors will require removal and re-installation of existing (electronic) operators. The project is located within a secure area of the facility and has special requirements such as site access, communication, vehicle parking, construction site security, etc. These requirements are included in the contract documents.
Project Location: LaGrange, Kentucky
RFB-280-16 Roof Repairs-Replacement KSP Post 6
Kentucky State Police Post 6
Project Manager Name: Bruce Wilson Email: bruce.wilson@ky.gov
The project work consists of: Complete tear-off of existing roof membrane down to lightweight concrete substrate. Retrofitting of new drains installed in existing drain pans. Replacement of existing roof expansion joint. Installation of new sheet metal drip edge. Installation of vented base sheet over existing lightweight concrete insulation (mechanically attached). Installation of new rigid insulation over vented base sheet (fully adhered). Installation of 1/2″ fiberboard over rigid insulation (fully adhered). Application of new 2-ply SBS Modified-Bitumen roof system (fully adhered). Miscellaneous other work as described in documents. Exterior Roof Ladder (Additive Alternate No. 1).
The hillside below the Group Home has been experiencing landslide movements for several years. Approximately two (2) years following initial remediation efforts to stabilize the hillside, unusually heavy rainfall events have caused additional slumping of the upper slope. In addition, movement of the slope below the driveway has caused damage to the pavements. This project consists of work tasks intended to control surface drainage along with installing a french drain and regrading the unstable area to stop movements on the hillside area below the home. Approximately 200 feet of French drain will be installed to intercept and discharge seepage water from within the upper slope. Approximately 500 cubic yards of slumped soils will be excavated from the upper slope area and the hillside will be graded to close earth fissures and scarps along with removing depressions which impound water. All disturbed areas will be seeded and mulched. Soils excavated from the slope will be transported and placed in a designated waste disposal area located west of the existing parking area located adjacent to the lower driveway switchback. A concrete cistern is currently located in the designated waste area. The cistern will be demolished prior to placement of fill. An 18-inch corrugated HDPE culvert pipe will be installed under the fill area to carry runoff from the hillside and roadside ditch. The existing gravel parking area adjacent to the fill area will be reconstructed with a minimum of six (6) inches of DGA, following fill placement. All disturbed areas will be seeded and mulched. Slope movements below the lower driveway area have caused damage to the pavements. To control and divert surface and subsurface drainage away from the slope below the damaged pavement areas, approximately 135 feet of French drains will be constructed in the roadside ditch. The water will be collected and carried across the road by a new 12-inch perforated HDPE culvert pipe. The Group Home is a Department of Juvenile Justice facility that houses juveniles that are wards of the state. The Group Home will be occupied while the construction is taking place. To maintain security of the facility and protect the youth CONTRACTOR RULES of CONDUCT will apply during this project. Access to the house shall be maintained during construction with any interruption of access coordinated with the Facility Superintendent.