Medium Security Unit 4 Building Addition, Western Kentucky Correctional Complex
RFB-9-12
Fredonia, Kentucky
The general contractor shall furnish all materials and labor to construct a complete and finished building shell including but not limited to the following: a. Concrete footing, concrete masonry walls, concrete masonry veneer, cavity insulation, termite treatment, bituminous dampproofing, reinforcing steel, miscellaneous steel. b. Roof trusses, miscellaneous wood blocking, metal connectors, wood panel decking, underlayment, shingles, vents, soffits, metal trim, wood panel sheathing, vinyl siding, gutters, downspouts. c. Hollow metal frames, doors, hardware and glazing as indicated. d. Installation of site plumbing and electrical utilities. e. Rough and final grading of the project site. Click Here to Order
RE-ADVERTISEMENT OF RFB-204-11
RFB-10-11
Louisville, Kentucky
This project includes removal of existing light fixtures, and installation of new interior lighting in the public spaces of the Kentucky Center. The lighting components will be controlled via a lighting control system. Project scope includes installation, power and control wiring, new light shelves and shield, and integration of existing lighting components. Click Here to Order
Wayne County Middle School Addition
Wayne County Middle School Addition
Wayne County Middle School Renovation and Addition.
CALL 308 CONTRACT ID 112965
NELSON COUNTY
FE02 090 0733 B00078N: KY 733 (MP 0.01) BRIDGE OVER WILSON CREEK BULLITT – NELSON
COUNTY LINE. BRIDGE DECK RESTORATION & WATERPROOFING. Click Here to Order
112272 Leslie County Call 303
CALL 303 CONTRACT ID 112272
LESLIE COUNTY
CPTL 066 545D: LESLIE COUNTY SALT STORAGE STRUCTURE FOUNDATION LESLIE COUNTY SALT
STORAGE STRUCTURE FOUNDATION. MAINTENANCE. Click Here to Order
112254 Caldwell County Call 301
CALL 301 CONTRACT ID 112254
CALDWELL COUNTY
CPTL 017 500G: CALDWELL COUNTY SALT STORAGE STRUCTURE FOUNDATION CALDWELL COUNTY
SALT STORAGE STRUCTURE FOUNDATION. MAINTENANCE.
Click Here to Order
111326 Ohio County Call 109
CALL 109 CONTRACT ID 111326
OHIO COUNTY
HSIP 5075 (054): MORGANTOWN-BEAVER DAM ROAD (US 231) WIDEN US 231 AT WESTERN
KENTUCKY PARKWAY INTERCHANGE AND NORTHWARD, A DISTANCE OF 0.39 MILES. GRADE &
DRAIN
WITH ASPHALT SURFACE.
SYP NO. 02-00987.00.
Click Here to Order
111325 Greenup County Call 108
CALL 108 CONTRACT ID 111325
GREENUP COUNTY
BRZ 0903 (172): MAIN STREET (KY 2541) REPLACE BRIDGE AND APPROACHES AT LITTLE SANDY
RIVER 0.20 MILE SOUTH OF US 23, A DISTANCE OF 0.22 MILES. BRIDGE WITH GRADE, DRAIN
& SURFACE.
SYP NO. 09-01038.00. Click Here to Order
111324 Daviess County Call 107
CALL 107 CONTRACT ID 111324
DAVIESS COUNTY
STP 0604 (011): OWENSBORO BYPASS (US 60) RELOCATE US 60 BYPASS FROM THE US60B/KY54
INTERCHANGE EXTENDING EAST TO REID ROAD, A DISTANCE OF 3.74 MILES. GRADE & DRAIN
AND PAVEMENT ALTERNATES.
SYP NO. 02-00287.10. Click Here to Order
111323 Christian County Call 103
CALL 103 CONTRACT ID 111323
CHRISTIAN COUNTY
PLHD 8910 (004): COLE ROAD (CR 1150) WIDEN COLE ROAD (CR 1150) FROM FORT CAMPBELL
BOUNDARY GATE 7 TO US41A, A DISTANCE OF 1.11 MILES. GRADE & DRAIN WITH ASPHALT
SURFACE.
SYP NO. 02-00174.00. Click Here to Order
111033 Hickman County Call 106
CALL 106 CONTRACT ID 111033
HICKMAN COUNTY
BRZ 0103(276): WATER STREET (CS 7959) REPLACE BRIDGE AND APPROACHES AT BRANCH OF
CANE CREEK ON WATER ST. 300 FT. SOUTH OF DEPOT ST. IN CLINTON. GRADE & DRAIN WITH
INCIDENTAL SURF.
SYP NO. 01-01007.00. Click Here to Order
111032 Boone County Call 105
BOONE
CALL 105 CONTRACT ID 111032
BOONE COUNTY
STPM 8200(013): LIMABURG-HEBRON ROAD (KY 237) PAVEMENT REHABILITATION ON KY-237 IN
BOONE COUNTY FROM MP 6.635 TO MP 9.687. ASPHALT REHAB WITH GRADE & DRAIN.
SYP NO. 06-00405.00. Click Here to Order
111030 Franklin County Call 305
FRANKLIN COUNTY
CALL 305 CONTRACT ID 111030
FRANKLIN COUNTY
BC61 037 FFT AIRPORT: CAPITAL CITY AIRPORT AIRPORT APRON EXPANSION AT THE CAPITAL
CITY AIRPORT. GRADE & DRAIN WITH ASPHALT SURFACE. Click Here to Order
111029 Jefferson County Call 300
JEFFERSON COUNTY
CALL 300 CONTRACT ID 111029
JEFFERSON COUNTY
JL03 056 0264 005-008: SHAWNEE EXPRESSWAY (I-264) INSTALL SOUND BARRIER ON THE NORTH
SIDE OF I-264 FROM GARRS LANE TO DIXIE HIGHWAY. SOUND BARRIER WALL.
SYP NO. 05-08508.00. Click Here to Order
City of Mt. Sterling Firestation
City of Mt. Sterling Firestation
Construction of the New Fire Station of City of Mt. Sterling, including, but not limited to: earthwork, rock and aggregate excavation, fill and compaction; masonry brick; sidewalks, concrete foundations, curbs and floor slabs; storm and subgrade drainage; pre-engineered structural frame and building construction; asphalt paving; landscaping; mechanical and electrical services and HVAC as set forth by the plans and specifications
This pacakge invloves the Interior Fit-Out work for the new Patient Care Facility Pavillion A Data Center. The work will be performed under contract with the Construction Manager, Turner Construction Company.
Contract 44 Mill Street Water and Sewer Line Relocation
Contract 44 Mill Street Water and Sewer Line Relocation
This project consists of approximately 425 feet of 6″ water line, and 400 feet of 8″ sewer line, and related facilities, for the City of Stanford Water and Sewer Department.
Robert Ratliff & Mike DeLong (AML) Reclamation Pro, 29th Annual Construction Grant
RFB-6-12
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on :
The Ratliff site consists of a large slide behind the Robert Ratliff and Ronnie Ratliff residences as well as small slide in front of the Ronnie Ratliff residence and three abandoned mine adits on the bench above the Ratliff residences. The large slide will be excavated and stabilized with four separate retaining walls. The walls will consist of one pile and lagging wall, one gabion wall and two free standing block walls. The small slide will be stabilized with a reinforced concrete wall. The three mine adits will be closed with 8¿ pipes and drained to a constructed subdrain with a 12¿ pipe. The subdrain will be constructed from the adits down the slope and under the pile and lagging wall to an installed dropbox below the pile and lagging wall. Drainage from the dropbox will flow into a new HPDE pipe which will carry runoff away from the residence. The road from the residences to the top of the bench will need to be upgraded with roadway stone and a guardrail.The DeLong site consists of drainage issues affecting the DeLong property. The drainage will be corrected by excavating the affected hillside and constructing a gabion retaining wall with a subdrain behind the wall as well as a rockcore subdrain in front of the wall. The drainage will be carried to an existing ditch in front of the property. For continued project description see Special Conditions
