The project includes HVAC and electrical systems additions to add six welding booths to the existing masonry shop at Northpoint Training Center, Burgin, KY. Total renovated area is approximately 2,500 sq ft. HVAC improvements include adding three welding exhaust recirculating filtration systems, and local exhaust arms for the six booths. Electrical improvements include a new power panel in the welding shop, welder and handheld grinder power circuits, and miscellaneous lighting in the shop.
MCCREARY COUNTY STP 5147(023) : PINE KNOTT-WILLIAMSBURG ROAD(KY-92) RECONSTRUCT KY-92 FROM 500 FT. WEST OF THE WHITLEY-McCREARY COUNTY LINE TO 1200 FT. EAST OF OLD JELLICO CREEK ROAD GRADE & DRAIN WITH INCIDENTAL SURF. SYP NO. 11-00184.10.
MCCREARY COUNTY STP 5147(022) : PINE KNOTT-WILLIAMSBURG ROAD(KY-92) RECONSTRUCT KY-92 FROM 1450 FT. WEST OF KY-592 TO 350 FT. EAST OF THE WHITLEY-MCCREARY COUNTY LINE, A DISTANCE OF 4.14 MILES. GRADE, DRAIN & SURFACE WITH BRIDGE. SYP NO. 08-00261.30.
Project Location: McCreary County, Kentucky
181032 Muhlenberg Call 102
Kentucky Transportation Cabinet
CALL 102 CONTRACT ID 181032 MUHLENBERG COUNTY HSIP 5038(123) : US-62 AT KY-175 RECONSTRUCT THE INTERSECTION OF US-62 AT KY-175 FROM Y TO T INTERSECTION AND PROVIDE INTERSECTION SIGHT DISTANCE IN MUHLENBERG COUNTY, A DISTANCE OF 0.22 MILES. GRADE & DRAIN WITH ASPHALT SURFACE. SYP NO. 02-09007.00.
Project Location: Muhlenberg County, Kentucky
181216 Garrard Call 100
Kentucky Transportation Cabinet
CALL 100 CONTRACT ID 181216 GARRARD COUNTY STP BRZ 0703 (345) : PERRY ROGERS ROAD (KY 563) (MP 3.840) REPLACE BRIDGE ON KY 563 OVER SUGAR CREEK, EAST AT JCT OF KY 39 (MP 3.915), A DISTANCE OF 0.10 MILES. BRIDGE WITH GRADE, DRAIN & SURFACE. SYP NO. 07-01122.00.
Project Location: Garrard County, Kentucky
RFB-33-19 Kenneth Ray Lewis Repair AMLRP
RFB-33-19 Kenneth Ray Lewis Repair AMLRP
Estimate:
$ 91,598.75
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
This project consists of extending a non-reinforced concrete block type II retaining wall with backfill for 66 feet to the south of the existing wall. This should eliminate active sloughing of the hillside where AML placed fill material during the original work at this site. Subdrains will be installed to control the water coming from the hillside. Roadway stone has been added if needed to facilitate access. Structure removal has been added to remove and replace a stairwell and also in case the rear porch is in the way.
Any waste generated will be placed in an approved waste area close to the project area. Culvert pipes will be installed to facilitate the waste area designated. Sediment will be controlled in all disturbed areas and for the duration of construction efforts. No trees will be disturbed with these construction efforts. All disturbed areas will be revegetated to standards set by the Abandoned Mine Lands specifications.
The Project consists in general of the following:
Remove six boilers, one steam dishwasher, three steam kettles and associated piping and electric services. Furnish and install in construction phases three modular hot water boilers, an electric dishwasher, a natural gas kettle, an electric hot water dispenser and associated piping and electric services. Work is located in Oakwood Center Building 600.
River Ridge Development Authority – Patrol Road Water Main Extension Phase 2
River Ridge Development Authority – Patrol Road Water Main Extension Phase 2
PROJECT DESCRIPTION: Replacement of the water mains along Patrol Road from approximately
1,160 feet north of Trey Street to approximately 1,620 feet south of Trey Street, as well as along
Trey Street from Patrol Road to approximately 500 feet east of Patrol Road. Work shall also include all supervision, equipment, traffic control, granular backfill, pavement restoration, flushing,
disinfecting, testing, and all appurtenances necessary to complete the work as shown on the Drawings and in the Specifications. All work must be ready for satisfactory and continuous operation
in accordance with the Drawings and Specifications.
Description and location of Project: This unit based construction order is for the installation of a pipe and drain system in front of 10829 & 10831 Hobbs Station Road in Metro Council District 18.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of Clay Ave. Pipe Replacement Project, Contract No. 2019-005 , Budget ID No. C19189, will be received at the office of MSD until 10:00 am, Local Time, August 14, 2018, and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order is for the pipe replacement along Clay Ave. in Metro Council District 13.
All work shall be done in accordance to MSD’s Standard Specifications.
There will be no pre-bid meeting held for this project.
The Engineer’s Construction Cost Estimate for this project is between $50,000.00 to $110,000.00.
The bid documents will be available on, July 31, 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 Joseph S. Exely. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer Tamika Davis E-mail: Tamika.davis@louisvillemsd.org. Questions received less than five days prior to the date for opening of bids will 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 Procurement Buyer, Tamika Davis at Tamika.davis@louisvillemsd.org.
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 Board of MSD. MSD reserves the right to reject any or all bids or waive any informality in any bid.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
The project is the 2018 KSP Post 14 Roofing Project – Ashland, 5975 US-60, Ashland, Kentucky, Boyd County. Demolition/Construction work generally consists, but is not necessarily limited to, the following:
– 5,535 SF of new SBS modified bitumen roofing.
– Retro-fit roof drains w/ PMMA flashing
– New snap-on prefinished gravel stop coping.
– Selective demolition
– Existing flashing removal.
– Disposal of all demolished building materials in an acceptable manner as described in the documents.
– Erection of suitable and acceptable safety devices to adequately protect the public and adjacent Structures from construction operations.
Hardin County Water District No. 2 – RFP for Geotechnical Exploration and Construction Inspection and Testing Services
Hardin County Water District No. 2 – RFP for Geotechnical Exploration and Construction Inspection and Testing Services
PROJECT DESCRIPTION: The Owner requests a professional/registered soils engineer to make a subsurface soils investigation and
prepare a report for the property.
Description and location of Project: This unit based construction order is for the drainage improvements along Pomeroy Drive that includes 10-inch pipe, 18″ x 18″ catch basin installations, and new driveway aprons in Metro Council District 26.
The project consists of roof replacement of Low Sloped and Steep Sloped Roofs and clerestory repairs.
1) Low Slope: Remove existing roof membrane system down to existing roof deck. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over ridged layer insulation, tapered insulation where indicated and cover board insulation. Provide crickets where indicated.
2) Steep Slope: Remove existing shingles and underlayment down to roof deck. Remove all existing nails from roof deck. Install, self-adhering underlayment over entire roof area, and new shingles as per manufacturer’s recommendations.
3) All Roofs: Provide new metal components; e.g. metal counter flashings, roof drain leads, plumbing vent flashings, edge metal, headwall flashings, etc.
4) Clerestory Repairs: Remove existing glass block glazing and install new stud wall and metal wall panels.
Description and location of Project: This unit based construction order is for the drainage improvements along Cottonwood Drive that includes driveway pipe, 1′ paved ditch, and new driveway aprons, in Metro Council District 7.
City of Hyden – 2018 Emergency Road Repair – Oak Street Repair
City of Hyden – 2018 Emergency Road Repair – Oak Street Repair
PROJECT DESCRIPTION:
The Project includes but is not limited to the following :
2018 Emergency Road Repair – Oak Street Repair Project
a.) 70 – EA Gabien Baskets
b.) 55 – SY Mill and Pave Oak Street
c.) 85 – LF 6″ Concrete Curb
d.) 1 – LS Remove and Replace Guardrail
e.) 70 – LF 8″ HDPE/Drainage Pipe
18-74 / External Post-Tensioning Tendon Repairs on Large Diameter PCCP Water Mains Project
18-74 / External Post-Tensioning Tendon Repairs on Large Diameter PCCP Water Mains Project
Louisville Water Company is requesting Bids for the furnishing of equipment, tools, material and labor to perform repair work and capital improvement work on LWC’s transmission system on an as-needed basis. External Post-Tensioning Tendons (EPT) repairs and/or improvement work shall include, but not be limited to, repairs or improvements to large diameter prestressed concrete pipe (24-inch to 60-inch).
Louisville Water Company is requesting Bids for the furnishing of equipment, tools, material, and labor to perform repair work and capital improvement work on LWC’s transmission system on an as-needed basis. Internal Carbon Fiber-Reinforced Polymer (CFRP)
repairs and/or improvement work shall include, but not be limited to, repairs or improvements to large diameter cast iron, ductile iron, steel, and/or prestressed concrete pipe (30-inch to 78-inch).
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid
opening date. All questions and inquiries must be sent to the Buyer, Terri Conner, email at tconner@lwcky.com.
This contract will be utilized on an as-needed basis, with the contract value based on the unit price bids, therefore no estimated
contract amount is provided. The scope of each individual project assignment will determine the cost range for that assignment.
A Bid Bond will not be required. Payment and Performance Bonds are required for all particular assignments/projects under this
Master Agreement when the assignment/project plus LWC supplied materials is fairly estimated by LWC to cost more than $250,000.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in 24” – 60” Pipeline Carbon Fiber Wrap Lining. For information about prequalification,
contact the Buyer listed above.
Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and
www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com.
The project is the construction of a new 2,381 s.f. Storage Building for and behind the newly built C-1 Garage at 1231 Wilkinson Boulevard in Frankfort for the Kentucky Transportation Cabinet (KYTC). The Storage Building’s primary component is to provide additional storage space for materials and equipment for both the Repair and Receiving uses of the new C-1 Garage. The primary structure will consist of a Pre-Engineered Metal Building (PEMB), 31’-4” x 76′ in size. Within this footprint we be one large open and flexible space that will be equipped with shelving and other storage devices by the user agency. The repair garage floor will consist of three equal bays, with each the East and West bays having a single large garage door. The garage doors will be purchased through KYTC price contract with Overhead Doors. The middle bay will have single man door entrance.
PROJECT DESCRIPTION: project consists of the reconstruction of sidewalks along the north and south sides of
Main Street between 4th Street and 5th Streets. Improvements will include the reconstruction
of existing sidewalk facilities, new lighting, sidewalk cross-slopes and corner ramps to
establish safe access and yield compliance with ADA accessibility guidelines.
