Housing Authority of Morgantown – Flooring
Housing Authority of Morgantown – Flooring
The project consists of:
Flooring
Project Location: Morgantown, Kentucky
Uncategorized
Hardin County Water District No. 1 – Seminole Force Main Extension
Hardin County Water District No. 1 – Seminole Force Main Extension
The work to be bid is described as follows:
Installation of approximately 6,000 L.F. of 12-inch C-900 PVC force main and a
concrete splitter box structure at the pretreatment building at the Radcliff Wastewater Treatment Plant
Project Location: Radcliff, Kentucky
RFB-173-20 Loretta Stanley Drainage AML
RFB-173-20 Loretta Stanley Drainage AML
Estimate:
$142,305.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Loretta Stanley property is located in extreme western Pike County, southwest of Pikeville at 37° 22’ 04.4″ N and 82° 39’ 01.3″ W. The site can be reached by taking US 23 South from Pikeville to a right turn onto Hwy. 2167 (Robinson Creek Road) and continuing approximately ¼ mile to a left to continue on Hwy. 122 (also Robinson Creek Road). Continue for approximately 3.6 miles to a right turn onto Little Robinson Creek Road. Continue another approximately 4.1 miles to a left turn onto John Brown Fork, and the residence is at 169 John Brown Fork. Two waste areas are planned as necessary along a dirt and gravel road extending southeast from the site location. The first waste area is approximately 800 feet south of the turnoff (right past the site) onto John Brown Fork. The second is along the same road, approximately ½ mile from the site. An exposed coal seam runs behind the residence, and open portals with drainage have impacted the yard and have caused the driveway to deteriorate.
Site preparation includes clearing and grubbing of vegetation. Access is over an existing drive. A quantity of roadway stone is included for additional access as necessary to the site and to maintain access to the waste areas. 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 at the site will involve draining and closing three mine portals, as well as draining around and protecting the length of exposed coal seam behind the residence.
Concrete gravity wall, with class II stone behind is planned to protect the exposed seam behind the residence and outbuilding. Subdrain will be placed behind the wall and extended as combined rock ditch/drain beyond the wall in both directions to flow into two existing natural drains. On the southern portion of the site, the combined ditch/drain will serve to collect flow from three partially open and draining portals which will be properly re-opened and drained with wildlife access. Concrete headwalls will be placed at the outlets of the combined ditch/drain.
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.
Utility relocation is also included as may be needed during construction of this project, and bituminous repair is included to maintain the driveway in-kind as may be necessary, as well as repair any damage done to the country road by construction activities. Lengths of pipe are included for the driveway.
Excess material will be transported to an offsite waste area located approximately 4.0 miles from the site.
Project Location: Pike
City of Pikeville – Downtown Bikeways Project
City of Pikeville – Downtown Bikeways Project
Project consists of installing necessary signage to delineate bike routes through the City and installing
bicycle related amenities throughout.
Project Location: Pikeville, Kentucky
CMF Parking Improvements
CMF Parking Improvements
Description and location of Project: This project is for the increasing parking, installing underground infiltration system, and general improvements to the site and parking lot at MSD’s Central Maintenance Facility, located at 3050 Commerce Center Place, Louisville, KY 40216 off Cane Run Road in west Louisville, KY. Other site improvements include striping; lane reconfiguration; removal of berm, tree, shrubs, light poles, concrete curb, and concrete sidewalk; installation of new underground electrical and light poles; installation of concrete sidewalk, concrete curb, 8′ chain-link fence, drive gates, and man gates; and some drainage improvements. All work shall be done in accordance to MSD’s Standard Specifications.
Project Location: Louisville, Kentucky
Breathitt County Fiscal Court – South Fork Elk View Campground Construction Project
Breathitt County Fiscal Court – South Fork Elk View Campground Construction Project
Work is to include Mass Site Grading, perimeter fencing, underground utilities, concrete curbs and
crushed stone roadways and parking.
Project Location: Jackson, Kentucky
Lexington Fayette County Health Department – Clinical Waiting Room Upgrade
Lexington Fayette County Health Department – Clinical Waiting Room Upgrade
The project consists of a renovation to include (6) built in reception desks, (1) check in desk and
new entries to a mostly enclosed staff area.
Project Location: Lexington, Kentucky
RFB-167-20 LLCC Dorms Secure Fence
RFB-167-20 LLCC Dorms Secure Fence
Estimate:
$475,000.00
Estimated Length of Project:
120 (Substantial Completion) + 30 (Final Completion)
1). Furnish all labor, tools, materials, equipment and etc. Necessary for the delivery and construction for the proposed Luther Luckett Correctional Complex (LLCC), Secure Fence, LaGrange, Kentucky – Oldham County.
2). Demolition – LLCC inmates to remove approximately 550 lf of existing fence, 60 lf of dog run fence. Contractor to dispose materials and any miscellaneous spoils off site.
3). New Work – Install approximately 1,665 lf of new heavy duty (HD) security fence all in accordance with the Plans and Specifications. The new fence design consists of but is not limited to: a continuous, (10) foot tall, security chain link fence with a continuous bottom rail, intermediate rail and top rail. The top of the fence shall have an additional (2) foot tall “Y” strut support system for (1), (24) inch diameter continuous stainless steel razor ribbon wire supported by cables. The razor wire will be owner furnished, contractor installed (OFCI). The foundation for the corner and intermediate fence posts shall be drilled concrete piers. Refer to Plans & Specifications for diameter sizes and depth. Also, a continuous concrete rat wall shall be designed in between the piers. All mesh fabric shall be embedded into the rat wall. Various new concrete walks shall be (4) inch thick, approximately 2,400SF, with proper tooled and controlled joints. (6) personnel & (5) 12′-0″ sliding vehicular gates shall be incorporated into the design.
Project Location: La Grange
Fayette County Public Schools – Liberty Road Bus Garage Parking Lot Improvements
Fayette County Public Schools – Liberty Road Bus Garage Parking Lot Improvements
This work includes excavation, demolition, asphalt paving + concrete work, grading, storm
drainage, and site electrical, along with other miscellaneous related work to complete the
aforementioned project in accordance with the Construction Documents. The parking lots will NOT be
occupied during construction work. The contractor shall have full use of the existing parking lots during
the construction time. All existing parking surfaces and other existing appurtenances shall be protected
and not damaged during construction of the parking lot improvements. A geotech report is available.
Base Bid: The bus parking lot portion of the project includes fencing, heavy duty asphalt paving, guardrail, sidewalk, retaining wall, handrail, and site electrical rough-ins for engine warmers. The bus parking area is approximately 117,000 SF. The bus parking lot is dependent upon tree removal, earthwork, detention
pond, and fencing in the car parking lot grading area 1 (93,000 SF) which is included in the base bid.
Add Alternate #1: Complete electrical work
Add Alternate #2: The expanded car parking lot portion of the project includes asphalt parking and an edge key to prepare for future further expansion of the car parking lot. The new car parking lot paved area is approximately 38,000 SF.
Project Location: Lexington, Kentucky
Clay County Board of Education – Manchester Elementary School Addition & Renovation
Clay County Board of Education – Manchester Elementary School Addition & Renovation
THIS IS A RE-BID FOR BID PACKAGE-ROOFING ONLY.
Project consists of furnishing all labor and materials to complete the
MANCHESTER ELEMENTARY SCHOOL ADDITION AND RENOVATION
Project Location: Manchester, Kentucky
UK-2047-20 Construction Management Services for Addition & Renovation of Alpha Delta Pi Sorority House – 2524.0
UK-2047-20 Construction Management Services for Addition & Renovation of Alpha Delta Pi Sorority House – 2524.0
Project consists of CM Services for Addition and Renovation of
Alpha Delta Pi Sorority House
Project Location: Lexington, Kentucky
FY20 Floodwall Toe Drain Inspection
FY20 Floodwall Toe Drain Inspection
Please note the bid date has been changed to March 10, 2020, 10:00 A.M. Local Time.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of FY20 Floodwall Toe Drain Inspection, Contract No. 16202, Budget ID No. F20211, Sheets 1 through 14, will be received at the office of MSD until 10:00 AM, Local Time, Tuesday, March 10, 2020, and will be publicly opened and read at that place and time.
Description and location of Project: This Contract provides for the installation of access structures, video inspection of approximately 22,300 linear feet of 8″ CMP, point repairs, sewer cleaning services of approximately 6,000 linear feet of 8″ CMP, and other appurtenant work as described in the plans and bid proposal. The project is along the floodwall in various locations throughout Jefferson County. 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. The meeting will be at 11:00 AM local time on Thursday, February 20, 2020 at the MSD Main Office.
The Engineer’s Construction Cost Estimate for this project is between $200,000.00 to $225,000.00.
The bid documents will be available on, Wednesday, February 12, 2020, on-line 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 on-line 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 Chris Gregory . All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Chris Gregory E-mail:chris.gregory@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, Chris Gregory .
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
Angela Akridge, P.E.
Chief Engineer
Rene’ Lindsay
One Water Chief Procurement Officer
Project Location: Louisville, KY
City of Shelbyville – Shelbyville Conference and Welcome Center
City of Shelbyville – Shelbyville Conference and Welcome Center
Consisting of the construction and/or furnishing of items in the Bid Documents for the
construction of a new Shelbyville Conference and Welcome Center to be located at 219 Seventh
Street, Shelbyville, Kentucky.
Project Location: Shelbyville, Kentucky
CCK-2466-20 Annual Parking Maintenance and Restoration 2020
CCK-2466-20 Annual Parking Maintenance and Restoration 2020
University of Kentucky Parking 2020 Structures #1, 2, 3, 5, 6, 7, 8, and Good Samaritan
work includes structural concrete repairs, masonry repairs, slab waterproofing membrane
removal and reinstallation, expansion joint replacements, barrier cable replacements, line
striping, and façade cleaning, sealing, and sealants.
Project Location: Lexington, Kentucky
Richmond Utilities Board – College Hill Water Treatment Plant Sleeve Valve Replacement
Richmond Utilities Board – College Hill Water Treatment Plant Sleeve Valve Replacement
The work to be bid is described as follows:
Contract 170-20-107
College Hill Water Treatment Plant Sleeve Valve
Replacement
Project Location: Richmond, Kentucky
City of Paintsville – Carter Lane Landslide Acquisition Project
City of Paintsville – Carter Lane Landslide Acquisition Project
The work includes excavation of approximately 38,500 CY of material in the vicinity of Carter Lane and Fifth Street
to mitigate a landslide. Demolition of houses, riprap ditch construction, and vegetative stabilization is included.
Project Location: Paintsville, Kentucky
EKU 118-20 Heat Plant Boiler Installation
EKU 118-20 Heat Plant Boiler Installation
Eastern Kentucky University (EKU) hereby requests sealed bids for the materials, supplies,
equipment or services set forth herein, subject to all conditions outlined in this Bid Package
Project Location: Richmond, Kentucky
Housing Authority of Beaver Dam – HVAC Upgrades
Housing Authority of Beaver Dam – HVAC Upgrades
The project consists of:
HVAC Upgrades
Project Location: Beaver Dam, Kentucky
RFB-172-20 TAB Svc for RFB-224-19
RFB-172-20 TAB Svc for RFB-224-19
Estimate:
BETWEEN $20,000-$30,000
Estimated Length of Project:
August 24, 2020 (Substantial Completion) + August 29, 2020 (Final Completion)
Scope of work for the TAB (Testing Adjusting and Balancing) Agency consists of furnishing all required materials, tools, instruments, coordination, participation and labor to perform and complete the TAB services per the Project plans and specifications for the above referenced Building Project.
Project Location: Hopkinsville
Russellville Independent Board of Education – Roof Replacements – Phase 4
Russellville Independent Board of Education – Roof Replacements – Phase 4
Sealed bids will be received by the Russellville Independent Board of Education for roof replacement at R21C, Stevenson Elementary Gym and Stevenson Elementary Preschool
Project Location: Russellville, Kentucky
RFB-170-20 Nyoka Adams AML
RFB-170-20 Nyoka Adams AML
Estimate:
$181,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
NYOKA ADAMS: From the intersection OF HWY 15 and HWY 7 at Isom, KY continue on HWY 15 toward Whitesville 1.7 miles. Go past Marlins lane on the left and turn left on the first gravel driveway to the Adams residence
Latitude N37° 10’ 47.60″, Longitude W82° 53’ 0.56″.
This project consist of fixing a slide and the drainage from a pre-law mining operation. The material was pushed over the slope during the mining process. This material slid down a drain and blocked a road and went into the main creek. The property owner has done some work on the road. This also includes the installation of a portal closure with wildlife access.
This project consist of removing the slide material and stabilizing the area, fixing the road and the drainage from the mine bench down to the main creek.
Project Location: Letcher
RFB-166-20 KSP – Academy Dorm Improvements
RFB-166-20 KSP – Academy Dorm Improvements
Estimate:
$101,122.00
Estimated Length of Project:
04/24/20 (Substantial Completion) + 05/08/20 (Final Completion)
This project is to removal and replacement of certain plumbing fixtures as needed to change the facility usage from a correctional institution to a training unit dormitory. Existing fixtures have tamperproof user interfaces and are to be replaced with conventionally controlled fixtures. Includes:Twelve (12) urinals, Twenty-four (24) water closets, Twenty-four (24) showers.
Project Location: Frankfort
WKU-10239 Replace Wall Padding in Practice Gym
WKU-10239 Replace Wall Padding in Practice Gym
The Athletic Department at Western Kentucky University in Bowling Green, Kentucky has
the need to replace the padding on the practice gym A & B walls, Diddle Area rooms 1812A
and 1812B. The padding replacement will cover a perimeter of approximately 670 LF. The
contractor is responsible for field verifying all dimensions. PDC is requesting proposals from
specialized protective wall padding contractors. A map showing project location and gym
floor plan are included.
WKU requests for proposals to supply and replace practice gymnasium wall padding at Diddle Arena, Western Kentucky University, Bowling Green KY, 42101 Bidder is required to meet on-site with the project manager to inspect the site and to gather additional information on Thursday, Feb. 20 at 10 am. This install must be completed during July 2020. Exact dates to be determined. Please go to following link: click WKU TopShop Sourcing
Project Location: Bowling Green, Kentucky
RFQ Franklin County Health Department Remodel
RFQ Franklin County Health Department Remodel
The Franklin County Board of Health will accept statements of qualifications from architectural firms for the design and construction administration of an approximately 10,462 S.F. Building Remodeling Project at the Public Health Center
Project Location: Frankfort, Kentucky
RFB-171-20 Kenneth Ray Lewis Phase II AML
RFB-171-20 Kenneth Ray Lewis Phase II AML
Estimate:
$168,941.75
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The Kenneth Ray Lewis site is located off No. 1 Hollow Road in Johnson County, KY at coordinates N 37° 46′ 31.43″, W 82° 45′ 45.00″. A concrete block retaining wall was constructed behind the Lewis residence as part of a previous AML project, however a hillside outside the wall’s confinement area has broken loose and threatens to cut off access to several residences further into the hollow.
To address these concerns, 150 L.F. of 9’ tall, non-reinforced concrete wall (type II) (AML 30-20-2) will be constructed adjacent to the existing wall, extending to the southwest. The wall will follow an existing access road as is shown on the plans. In addition to the wall subdrain, 180 L.F. of roadside ditch will be dug out and re-established to control drainage created by the wall. The area in front of the new wall will be stripped to rock to prevent further instability which could endanger road accessibility, and the roadside ditch in the immediate vicinity will be dug out and re-established. Other drainage behind the house will be addressed by constructing 50 L.F. of subdrain (AML 22-30-1) and outletting that subdrain in the location identified on-site by the engineer. Some chain-link fence in this area may be disturbed by the work and will need to be replaced as directed by the engineer.
A different area approximately 150 ft. northeast of the house has also been disturbed and will be regraded to ensure stability. This work will be done as directed by the engineer. Drainage from this area feeds into a 36” pipe that runs under the waste area, and a dropbox (AML 24-10-3) will be constructed along the pipe as shown on the plans.
The waste area for the project is the open field across No. 1 Hollow Road as shown on the plans, and it encompasses approximately 0.3 acres. This area will be regraded and revegetated at the conclusion of the project.
Project reclamation work will take place in areas significantly disturbed by coal mining, residential construction, utility installation, and road construction. Construction disturbances will be kept to a minimum through the use of a stringently formulated sediment and erosion control program, consisting of hay-bale silt checks maintained throughout the life of the project, prompt re-vegetation using agricultural limestone, fertilizer, seed, filter fabric, and mulch for the areas disturbed by the project.
Project Location: Johnson
