Housing Authority of Prestonsburg – Bathroom and Kitchen Upgrades
Housing Authority of Prestonsburg – Bathroom and Kitchen Upgrades
The project consists of:
Bathroom & Kitchen Upgrades
Project Location: Prestonsburg, Kentucky
Uncategorized
Housing Authority of Olive Hill – RFQ for Architect/Engineer & Consulting Services
Housing Authority of Olive Hill – RFQ for Architect/Engineer & Consulting Services
The Housing Authority of Olive Hill is requesting Statements of Qualification from interested professionals to perform Architectural & Engineering Services associated with the construction of two new dwelling units (compliant with ADAAG) at Hydreco Village, funded by The Department of Housing & Urban Development.
Project Location: Olive Hill, Kentucky
RFB-123-19 KYTC – Crittenden County Maintenance Facility
RFB-123-19 KYTC – Crittenden County Maintenance Facility
Project Manager Name: Dwayne Brown
Phone: (502) 782-0315
Email:
Dwayne.Brown@ky.gov
Estimate:
$1,457,800.00
Estimated Length of Project:
270 (Substantial Completion) + 30 (Final Completion)
The project is to be a new maintenance garage and support facilities for the Kentucky Transportation Cabinet, District 2. The garage building will be an 8,000 square feet pre-engineered metal building with metal wall and roof panels and a thermal insulation/liner system. The structural system consists of a pre-engineered steel frame skeleton with conventional poured in place concrete shallow foundations, piers, grade beams and concrete floor slabs. The building layout consists of a 6,000 sf vehicle area with two vehicle bays, and a 2,000 sf support area containing offices, toilets, shower, break room and storage. Interior partitions will be light gauge steel framing with gypsum board surface and sound batt insulation. Occupied support spaces will have sealed concrete flooring and acoustic panel ceilings. Pedestrian doors will be hollow metal, windows will be aluminum framed with insulating glass. Vehicle doors will be by Owner. Site work consists of excavation and engineered fill for the building pad, minimal sidewalks, and parking and asphalt paving. Site furnishings include signage and flagpole. Water service shall be from municipal system, sanitary will gravity flow to municipal system. The building will utilize natural gas for heat. HVAC for occupied support spaces will be a packaged horizontal HVAC unit. Vehicle bays will be heated with gas unit heaters and ventilated with exhaust fans. Electrical work includes a 120/240V power distribution system and LED lighting. Communications systems will include telephone and data wiring and devices.
The equipment storage shed will be a 2,160 square feet wood framed building, open on one side, with metal wall and roof panels. The structural system consists of concrete pier foundations, wood posts/columns with wood secondary framing and wood truss roof structure.
The salt storage structure, to be bid as an Alternate, will be a 3,600 square feet cast-in-place concrete structure with a pre-engineered, membrane covered roof structure. The membrane covered roof structure will be provided and installed by Owner.
Project Location:
LFUCG – Arrowhead Drive Stormwater Improvements – 151-2018
LFUCG – Arrowhead Drive Stormwater Improvements – 151-2018
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Arrowhead
Drive Stormwater Improvements,
Project Location: Lexington, Kentucky
City of Taylorsville – Contract 22 300k Gallon Elevated Water Tank
City of Taylorsville – Contract 22 300k Gallon Elevated Water Tank
The project includes but is not limited to the following:
CONTRACT 22 TAYLORSVILLE 300,000 GALLON ELEVATED WATER TANK
a) 1 LS 300,000 Gallon elevated water tank with site grading & preparation, access road, fencing,
electrical service, yard piping and miscellaneous appurtenances at Possum Ridge.
b) 2 LS Demolition and disposal of existing 100,000 gallon elevated lank at Possum Ridge & Whitfield.
c) 2 LS Demolition and disposal of existing 50,000 gallon elevated tank at Mt Eden & Little Union.
Project Location: Taylorsville, Kentucky
City of Taylorsville – KDOT Waterline Relocation Normandy Road Bridge Project
City of Taylorsville – KDOT Waterline Relocation Normandy Road Bridge Project
The project includes but is not limited to the following:
KDOT WATERLlNE RELOCATION AT BRIDGE – S.R. 1169 (Yoder Tiplon/Normandy Rd)
a) 160 LF 8″ IPS DR 9 HDPE (Large Stream Crossing)
b) 150 LF 6″ CL 200 PVC Waterline
c) 2 EA 6″ Gate Valve
d) 30 LF Bore & Jack with 12″ Steel Casing
Project Location: Taylorsville, Kentucky
City of Coal Run Village – Old House Hollow Drainage Project
City of Coal Run Village – Old House Hollow Drainage Project
The work includes: Replacement of approximately 45 LF of dual 24” CMP culverts with a new 6’x2’ precast
concrete box culvert, and pavement replacement.
Project Location: Pikeville, Kentucky
RFB-126-19 Chris Taylor and Mitch Daniels AML
RFB-126-19 Chris Taylor and Mitch Daniels AML
Estimate:
$194,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
Chris Taylor Project: To arrive at this site in Johnson County, in Paintsville from junction of KY3388 & KY40 travel east on KY40 approximately 5.1 miles to Kite Hollow. Turn left and travel 0.5 mile to residence on the left.
Latitude 37° 48’ 12.30”, Longitude 82° 43’ 55.20”.
Mr. Taylor has reported water drainage problems around his home, storage sheds, and swimming pool, combined with an unstable hillside directly above these structures.
Reclamation work at this site will be accomplished by constructing Wildlife Portal Closures at the three mine openings located on the mine bench above Mr. Taylor’s property. A sub drain 170 feet long will be constructed on the mine bench to direct the standing water off the bench into a constructed Concrete Block-Tied Mat Ditch 8 feet wide and 100 feet long leading down the slope and across Mr. Taylor’s yard to Kite Hollow Road. A small wooden shed will be removed and later replaced to allow construction of the 8 foot ditch. The water will then be channeled into a 100 linear feet section of 30” RHDPE culvert placed under the road with a concrete headwall at both ends and finally discharging into the creek on the east side of Kite Hollow Road.
Mr. Taylor is also troubled by surface runoff water that flows from his neighbor’s back yard (daughter’s home) and then onto the northwest corner of the Taylor property. This water will be directed into a newly constructed 2’ Flat Bottom ECB Ditch 170 feet in length placed between a newly constructed Block Wall and Mr. Taylor’s house.
The slowly moving hillside will be stabilized by constructing a 6’ high Non Reinforced Block Wall-Type II 80 feet long along the base of the slope behind Mr. Taylor’s home extending to the swimming pool area. A sub drain behind the block wall will discharge through an 8” solid HDPE pipe to the newly constructed ECB Ditch.
The access road to the mine bench lies about 200 feet to the north of Mr. Taylor’s residence and through a neighbor’s driveway and side yard. It will be necessary to remove some trees greater than 3” diameter in order to access and do the work along the bench.
The waste material from this project will be located on site as shown on the drawings. If additional area is needed material will be transported to another AML site known as the Mitchell Daniels project at 143 Left Fork of Two Mile Road. This project site is just 3.5 miles north of Kite Hollow Road along KY 40, to a right turn onto Left Fork of Two Mile Road and then a few hundred yards to the Daniels residence on the right. The waste area is located in the side yard at the Daniel residence. The total project area is approximately 2.7 acres. No permits are required to complete this project
The Mitchell Daniels property is located in eastern Johnson County, east of Paintsville at 37° 49’ 43.3” N and 82° 43’ 23.0” W. The site can be reached by taking KY-40 from Paintsville for approximately 8 miles to a right turn onto Left Fork of Two Mile Road. The Daniels residence at 143 Left Fork of Two Mile is on the right about 0.2 mile down the road.
A slip exists behind the residence, and water runs from the slide area, soaking the back yard. An open portal, previously closed with concrete block, is located on the hill behind the residence, on property owned by Mr. Merle Preston. The concrete block closure is failing, and an approximately 2 ft. by 2 ft. opening is evident.
Site preparation includes clearing and grubbing of vegetation. A temporary low water crossing across the Left Fork of Two Mile Creek is included for access. A quantity of roadway stone is included for additional access as necessary. Straw bales and silt fence are included to minimize erosion from the site. No trees larger than three inches in diameter, whether dead or alive, will be removed except during the designated time allowed unless they are on an unstable slope.
Reclamation plans consist of re-closing the portal with wildlife access and collecting drainage into a Gabion “V” Ditch 100 feet in length which will take the water to the bottom of the slope. The water will then flow into a 35 L.F. section of 10’ wide Concrete Block-Tied Mat Ditch. A concrete headwall will channel the water into 125 feet of 15” HDPE Pipe and discharge into Two Mile Creek. Water at the toe of the slope above the back yard will be collected into a length of combination rock ditch-drain, with a portion of this flow directed into the 15” HDPE Pipe, and a portion directed into another 15” HDPE Pipe on the east side of the project site. The waste area will be on site on both sides of this 15”Pipe on the east side. Bituminous repair is included as necessary for the county road.
All areas disturbed by construction activities are to be revegetated in accordance with regional, regulatory, and project standards, using agricultural limestone, fertilizer, seed and mulch. A standard seed mix is to be used. The total area of the project site is 1.9 acres. There are no permits to be required for this project.
Project Location: Johnson
RFB-125-19 Bond Forfeiture G VIII LON 18
RFB-125-19 Bond Forfeiture G VIII LON 18
Estimate:
$158,300.00
Estimated Length of Project:
(Substantial Completion) + February 28, 2019 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 148.68 acres of mine land in Leslie County, Kentucky. The work will consist of earthwork, gradework, tree planting and revegetation of 1 bond forfeiture permit(s).
Project Location: Leslie
181240 Rowan Call 301
Kentucky Transportation Cabinet
CALL 301 CONTRACT ID 181240 ROWAN COUNTY FD04 103 0060 005-006 : US 60 (MP 5.250) CONSTRUCT TURN LANES INTO LAKESIDE CHRISTIAN ACADEMY TO IMPROVE SAFETY (MP 5.800), A DISTANCE OF 0.30 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 09-00227.00.
Project Location: Rowan County, Kentucky
181238 Lee Call 300
Kentucky Transportation Cabinet
CALL 300 CONTRACT ID 181238 LEE COUNTY FD04 SPP 065 0011 002-003 : BEATTYVILLE – BOONEVILLE ROAD (KY 11) (MP 2.500) CONSTRUCT LEFT TURN LANE ON KY 11 INTO SOUTH SIDE ELEMENTARY SCHOOL ROAD (MP 2.540), A DISTANCE OF 0.28 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 10-00370.00.
Project Location: Lee County, Kentucky
181241 Floyd Call 104
Kentucky Transportation Cabinet
CALL 104 CONTRACT ID 181241 FLOYD COUNTY HSIP 9010 (285) : HI HAT – HAROLD ROAD (KY 979) (MP 0.000) CURVE REVISION ON KY 979 FROM KY 112 TO CR 1184 (MP 0.250), A DISTANCE OF 0.25 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 12-00939.01
Project Location: Floyd County, Kentucky
181239 Scott Call 103
Kentucky Transportation Cabinet
CALL 103 CONTRACT ID 181239 SCOTT COUNTY STP 4601 (048) : GEORGETOWN NORTHWEST BYPASS (US 460) GEORGETOWN NORTHWEST BYPASS: IMPROVE CONNECTIVITY & MOBILITY AROUND GEORGETOWN FROM KY 32 TO I-75, A DISTANCE OF 5.05 MILES. GRADE & DRAIN AND PAVEMENT ALTERNATES. SYP NO. 07-00102.50.
Project Location: Scott County, Kentucky
181042 Carter Call 102
Kentucky Transportation Cabinet
CALL 102 CONTRACT ID 181042 CARTER COUNTY STP 0071(028) : CAROL MALONE BLVD.(KY-1/7) IMPROVE KY-7/KY-1(CAROL MALONE BLVD.) FROM LITTLE SANDY RIVER BRIDGE TO ACADEMIC PARKWAY, A DISTANCE OF 2.20 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 09-00144.00.
Project Location: Carter County, Kentucky
181049 McCracken Call 100
Kentucky Transportation Cabinet
CALL 100 CONTRACT ID 181049 MCCRACKEN COUNTY NHPP 0601(205) : US-60/I-24 CONSTRUCT A DOUBLE-CROSSOVER DIAMOND INTERCHANGE ON US-60 AT THE I-24 INTERCHANGE NEAR KENTUCKY OAKS MALL, A DISTANCE OF 0.87 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 01-00154.00.
Project Location: McCracken County, Kentucky
MFWQTC Chiller Replacement Project
MFWQTC Chiller Replacement Project
This bid has been canceled. This project will be revised and posted for rebid in the near future.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of the MFWQTC Chiller Replacement Project, Contract No. 16093 , Budget ID No. D15024, will be received at the office of MSD until 10:00 AM, Local Time, December 13, 2018, and will be publicly opened and read at that place and time.
Description and location of Project: The scope of the project is as follows:
This Contract provides for the removal of an old chiller and the installation of a new chiller. The chiller is 209.4 Tons capacity. The work includes setting a temporary chiller and installation of piping for building cooling, taking the chiller out of service via lock out tag out, disconnect piping, controls, and electric. Removal of the existing chiller and set new chiller on pad. Dispose of the existing chiller. Install all piping, controls, and electrical for startup of the new chiller per the factory specifications. Removal of the temporary chiller. The project will be done in accordance with an HVAC permit that the contractor will acquire. The project includes all clean up and appurtenant work as described in bid proposal and specifications. The project site is located in western Jefferson County at the Morris Forman Water Quality Treatment Center, 4522 Algonquin Parkway, Louisville, KY 40211.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be non-mandatory pre-bid meeting held for this project. The meeting will be at 2:00 PM local time on, November 27, 2018 at the Morris Forman Water Quality Treatment Center located at 4522 Algonquin Parkway, Louisville, KY 40211.
The Engineer’s Construction Cost Estimate for this project is between $ 125,000.00 to $160,000.00.
The bid documents will be available on, November 15, 2018, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is David Coe. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, David Coe E-mail: David.Coe@LouisvilleMSD.org. Questions received less than ten days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, Angela Akridge, P.E.
IF THE ENGINEER’S CONSTRUCTION COST ESTIMATE IS $50,000 OR MORE, the Minority Business Enterprise and Woman Business Enterprise (MBE/WBE) participation goals shall be applicable to all contracts and comply with MSD’s Interim Supplier Diversity Policy and Guidelines (Interim Policy). The Interim Policy is considered as one of the elements of responsiveness in a bid. Bidders must subcontract at least 15.0% of the total amount of the Contract Bid price to a certified MBE and 6.0% to a certified WBE, or if the Contractor is unable to meet the goals, must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the Interim Policy. – (see MSD Construction Related MBE/WBE Documents and Forms at http://www.msdlouky.org/insidemsd/diverse ). Each bidder is responsible for careful review of the Interim Policy requirements contained in the bid documents. Failure to comply with the Interim Policy may be grounds for rejection of the bid as non-responsive.
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, David Coe
MSD Interim Supplier Diversity Policy and Guidelines for this project is as follows:
15% MBE and 6% WBE participation is required for this project.
LOCAL LABOR PREFERENCE: No
The contract will be awarded on the basis of the lowest, responsive, responsible bid, subject to the approval of the MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
Angela Akridge, P.E.
Chief Engineer
Rene’ Thomas
One Water Chief Procurement Officer
Project Location:
The Starkey Flood Pump Station Check Valve Replacement Project
The Starkey Flood Pump Station Check Valve Replacement Project
Description and location of Project: This project will consist of replacement of 4 check valves on the 4 pumps located at the Starkey Flood Pump Station.
Project Location: Louisville, Kentucky
The Gates 110 & 111 Elimination (REBID) Project
The Gates 110 & 111 Elimination (REBID) Project
Please note Addendum No. 1 has changed the Bid Date.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of The Gates 110 & 111 Elimination (REBID) Project, Contract No. 16064, Budget ID No. F19218, Drawing Record No. 16064, Sheet No. 1-3, will be received at the office of MSD until 10:00 AM, Local Time, December 4, 2018, and will be publicly opened and read at that place and time.
Description and location of Project: The elimination and removal of flood gates 110 & 111 and the safe loading of pipe located at 1400 Southwestern Parkway, Louisville, KY.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be a non-mandatory pre-bid meeting held for this project. at MSD’s Main Office, 700 W. Liberty Street, Louisville, KY at 10:30 am Local Time on, November 27th, 2018.
The Engineer’s Construction Cost Estimate for this project is between $ 20,000.00 to $49,999.00.
The bid documents will be available on, November 14, 2018, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is Mary Ruth Landgrave. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Mary Ruth Landgrave E-mail: mary.landgrave@louisvillemsd.org. Questions received less than five days prior to the date for opening of bids may not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, Angela Akridge, P.E.
IF THE ENGINEER’S CONSTRUCTION COST ESTIMATE IS $50,000 OR MORE, the Minority Business Enterprise and Woman Business Enterprise (MBE/WBE) participation goals shall be applicable to all contracts and comply with MSD’s Interim Supplier Diversity Policy and Guidelines (Interim Policy). The Interim Policy is considered as one of the elements of responsiveness in a bid. Bidders must subcontract at least 15.0% of the total amount of the Contract Bid price to a certified MBE and 6.0% to a certified WBE, or if the Contractor is unable to meet the goals, must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the Interim Policy. – (see MSD Construction Related MBE/WBE Documents and Forms at http://www.msdlouky.org/insidemsd/diverse ). Each bidder is responsible for careful review of the Interim Policy requirements contained in the bid documents. Failure to comply with the Interim Policy may be grounds for rejection of the bid as non-responsive.
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Mary Ruth Landgrave
MSD Interim Supplier Diversity Policy and Guidelines for this project is as follows:
15% MBE and 6% WBE participation is not required for this project.
LOCAL LABOR PREFERENCE: No
The contract will be awarded on the basis of the lowest, responsive, responsible bid, subject to the approval of the MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
Angela Akridge, P.E.
Chief Engineer
Rene’ Thomas
One Water Chief Procurement Officer
Project Location:
Warren County Board of Education – Warren Central High School Addition/Renovation Demolition Bid Group 1
Warren County Board of Education – Warren Central High School Addition/Renovation Demolition Bid Group 1
Please Note: Addendum 01 has changed the Bid Date
The Warren County Board of Education will receive sealed bids for the Bid Package listed for the Warren
Central High School Addition/Renovation.
The following Bids are requested:
BID PACKAGE 001—Mass Demolition
Project Location: Bowling Green, Kentucky
Housing Authority of Mt. Sterling – Modernization
Housing Authority of Mt. Sterling – Modernization
The project consists of:
Concrete, Storage Buildings, Siding, Soffit, Fascia, Gutters & Bathroom Upgrades
Project Location: Mt Sterling, Kentucky
1400 Bernheim Lane Drainage Improvement Project
1400 Bernheim Lane Drainage Improvement Project
Description and location of Project: This unit base construction order is for the installation of a underground storage area with a concrete basin next to 1400 Bernheim Lane in Metro Council District 3.
Project Location: Louisville, Kentucky
RFB-124-19 Freedom Hall AHU Damper Upgrades CEMCS
RFB-124-19 Freedom Hall AHU Damper Upgrades CEMCS
This project will install VFD’s and new control dampers for two of the Freedom Hall Air Handling Units. It will incorporate a new control design to be implemented by JCI via allowance.
Project Location: Louisville
LFUCG – WGPL Storm Sewer Project – 155-2018
LFUCG – WGPL Storm Sewer Project – 155-2018
Please Note: Addendum 02 has changed the Bid Date
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the WGPL Storm Sewer Project.
Project Location: Lexington, Kentucky
18-119 / Glaser Lane Area Water Main Replacement Project
18-119 / Glaser Lane Area Water Main Replacement Project
Louisville Water Company is requesting Bids for the installation of 6,770 +/- linear feet of 6-inch DR-18 C900 PVC water main (using traditional trench installation techniques), installation of 430 +/- linear feet of 6-inch Pressure Class 350 ductile iron water main (using traditional trench installation techniques), and 805 +/- linear feet of 8-inch DR-18 C900 PVC water main (using traditional trench installation techniques). Also included with the project is the installation of 11 fire hydrants and the transfer, renewal, relocation or discontinue of 92 +/- customer services.
Project Location: Louisville, Kentucky
Housing Authority of Danville – Roof & Siding Work, AMP 301 Coyle Manor, KY 14-10
Housing Authority of Danville – Roof & Siding Work, AMP 301 Coyle Manor, KY 14-10
Work will include the following:
HOUSING AUTHORITY OF DANVILLE – CFP 501-18
ROOF AND SIDING WORK
AMP 301 – COYLE MANOR, KY 14-10
Project Location: Danville, Kentucky
