RFB-73-20 KYTC – Floyd County Small Office Building

RFB-73-20 KYTC – Floyd County Small Office Building

Estimate:
$264,724.00
Estimated Length of Project:
150 (Substantial Completion) + 30 (Final Completion)


This Work includes removal of the existing weigh station office building. The existing static scale will be reused and protected from damage. The Work includes a new 974 sf weigh station office building built on concrete raft foundation. The new building will be slab on grade (integrated with raft foundation, see Structural Drawings) with wood frame walls, brick masonry veneer, wood trusses, asphalt shingle roof, aluminum storefront entrances and windows. The following functions will be included: Scale Monitoring Area, Customer Service Area, Break Area with kitchenette and metal lockers, Accessible Restroom, and three Offices. The HVAC system is a VRV mini-split system (see Mechanical Drawings and Specifications for more information). The Electrical system will consist of a new underground 300Amp, 120/240Volt, single phase service feeding a single electrical panel and will be designed per NEC. All service and building wiring shall be in conduit or underground PVC as noted on the plans. An electrical, dual compartment isoduct will be installed on the countertop in Monitoring Area to serve as a backsplash. All receptacles and switches will be ivory in color. Lights will be lay-in LED in the Office Area and LED down lights in the Work Room Areas. Three (3) three (3) inch underground conduits for telephone and communications will be provided to serve the building’s voice and communications needs. A central, wall mounted MDF shall be provided to house the data rack, phone rack, radio rack, and internet rack. A new public address system using new amplifier, microphone, and pole mounted site speakers will be provided. The work includes new concrete curbs, walk, and parking area (including one van accessible space), and new striping in vehicular use areas. Please note, no mechanical, electrical, or plumbing work is to be installed above the 10’ drywall ceiling in the truss space attic.

Project Location: Floyd

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RFB-54-20 TAB Svcs for Renovate Atwood Ag Research Bldg

RFB-54-20 TAB Svcs for Renovate Atwood Ag Research Bldg

Estimate:
$ 25,000.00

Estimated Length of Project:
(Substantial Completion) + April 5, 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: Frankfort

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Perry County Public Library – Minor Renovations

Perry County Public Library – Minor Renovations

REBID: Post Bid Addendum 2 has changed bid date for BP#2 – Roof and BP#4 – Cargo Lift ONLY to November 14, 2019 at 2:00PM ET

Project consists of furnishing all labor and materials to complete the
PERRY COUNTY PUBLIC LIBRARY

Project Location: Hazard, Kentucky

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Boyle County Board of Education – Boyle County Middle School Road Extension

Boyle County Board of Education – Boyle County Middle School Road Extension

Project consists of furnishing all labor, materials, equipment and services for the Boyle County Middle School – Road Extension

Project Location: Danville, Kentucky

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19-102 / Tanglewood Pressure Reducing Valve Station

19-102 / Tanglewood Pressure Reducing Valve Station

Louisville Water Company is requesting Bids for the furnish and install of an underground pressure reducing valve (PRV) station and associated water main.

Project Location: Louisville, Kentucky

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City of Shepherdsville: 2019 Sewer Lining/Rehabilitation Project

City of Shepherdsville: 2019 Sewer Lining/Rehabilitation Project

The 2019 SEWER LINING/REHABILITATION PROJECT involves the rehabilitation and
lining of approximately 21,000 linear feet of various size sanitary sewers, and all other
appurtenant work

Project Location: Shepherdsville, Kentucky

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City of Glasgow – Glasgow Regional Landfill – Gas Collection System Expansion

City of Glasgow – Glasgow Regional Landfill – Gas Collection System Expansion

The program of work for which bids are to be submitted consists of, but is not limited to, the following:
Gas Collection System Expansion.

Project Location: Glasgow, Kentucky

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RFB-56-20 TAB Svcs for EOC Building HVAC Upgrade

RFB-56-20 TAB Svcs for EOC Building HVAC Upgrade

Estimate: $ 25,000.00
Estimated Length of Project: (Substantial Completion) + April 28, 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: Frankfort

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EKU 72-20 Telford Hall VRV Cleaning

EKU 72-20 Telford Hall VRV Cleaning

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

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CCK-2443-20 North Ag HVAC General Contractor – 2508.0

CCK-2443-20 North Ag HVAC General Contractor – 2508.0

HVAC system upgrade consisting of six new air handling units, lab and general exhaust fans
and associated ducts, pipes and controls. Replacement of existing heating water system
including heat exchanger, pumps and controls.

Project Location: Lexington, Kentucky

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City of Fleming Neon – Sewer Force Main Relocation Project

City of Fleming Neon – Sewer Force Main Relocation Project

City of Fleming Neon – Sewer Force Main Relocation Project

Project Location: Fleming Neon, Kentucky

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RFB-70-20 KSU – Install Pedestal, Arboretum

RFB-70-20 KSU – Install Pedestal, Arboretum

Estimate:
$158,098.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)

The purpose of the project is to provide a viewing pedestal for the installation of four horse sculptures obtained by Kentucky State University.
The project includes partial demolition of an existing parking lot to allow space for a new viewing plaza. Adjacent to the viewing plaza is a concrete pedestal for mounting (4) university owned horse sculptures. Project includes new electrical lighting, concrete curb and gutter, concrete paving, concrete unit paving, miscellaneous asphalt repair, landscaping and sodding.

Project Location: Frankfort

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9716 Hudson Lane Drainage Improvement Project

9716 Hudson Lane Drainage Improvement Project

Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of 9716 Hudson Lane Drainage Improvement Project, Contract No. 2020-006, Budget ID No. C20232, will be received at the office of MSD until 10:00 am, Local Time, October 22, 2019, 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 10-inch driveway pipe and 1-foot paved ditch installation along Hudson Lane in Council District 20.




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 $30,000.00 to $49,000.00.




The bid documents will be available on, September 26, 2019, 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 Barry Pickett at Barry.Pickett@louisvillemsd.org.. Questions received less than two 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, Barry Pickett at Barry.Pickett@louisvillemsd.org..




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 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: Louisvile

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LFUCG – UK Trunk C, D & E Wastewater System Improvements – 89-2019

LFUCG – UK Trunk C, D & E Wastewater System Improvements – 89-2019

The project includes providing all construction supervision, coordination, labor, materials, tools,
and equipment necessary for the construction of approximately 205 linear feet of eight (8) inch
sanitary pipe, 71 linear feet 10-inch sanitary pipe, 94 linear feet of 12-inch sanitary pipe, 25 linear
feet of 15-inch sanitary pipe, 80 linear feet of 18-inch sanitary pipe, 4,208 linear feet of 21-inch
sanitary pipe, 1,822 linear feet of 24-inch sanitary pipe, 1,898 linear feet of 27-inch sanitary pipe,
595 linear feet of 30-inch sanitary pipe, and 67 manholes ranging between four (4) and six (6)
feet in diameter. This project will include erosion control measures, pavement removal, pavement
replacement, sanitary lateral connection, manhole removal, manhole abandonment, boring
operations, steel encasement, utility service replacements, safe loading of pipes, pavement
striping and many more items to complete the installation of the sanitary trunk sewers.

Project Location: Lexington, Kentucky

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RFB-71-20 KSU – Construct Bell Tower

RFB-71-20 KSU – Construct Bell Tower

Estimate:
$ 52,600.00
Estimated Length of Project:
45 (Substantial Completion) + 15 (Final Completion)

THIS PROJECT CONSISTS OF THE INSTALLATION OF A PRE-FABRICATED BELL TOWER ON THE KENTUCKY STATE UNIVERSITY CAMPUS.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:
• ELECTRICAL SCOPE WHICH INCLUDES INSTALLATION OF 120/240 VOLT CIRCUITS AND LOW VOLTAGE RACEWAYS AND CABLING TO SERVE THE NEW BELL TOWER. SERVICES SHALL BE INSTALLED IN ADJACENT HUNTER HALL AND SHALL BE ROUTED UNDERGROUND TO THE TOWER. ALL WORK SHALL BE CLOSELY COORDINATED WITH THE VENDOR AND THEIR INSTALLATION DRAWINGS.
• CONSTRUCTION OF THE BELL TOWER FOUNDATION AND ANCHOR BOLTS.
• REMOVAL AND REPAIR OF EXISTING SITE PAVING.
• COORDINATING AND ACCEPTING DELIVERY OF THE BELL TOWER.
• SETTING THE BELL TOWER ON THE FOUNDATION AND MAKING ALL STRUCTURAL CONNECTIONS.
• CONNECTING ALL ELECTRICAL AND DATA CABLING.
THE BELL TOWER MANUFACTURER WILL BE RESPONSIBLE FOR OWNER TRAINING AND PROGRAMMING.

Project Location: Frankfort

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LFUCG – Fayette County Elementary School Zone Enhancements Project – 104-2019

LFUCG – Fayette County Elementary School Zone Enhancements Project – 104-2019

Consisting of the construction and/or furnishing of items, plus incidentals necessary to complete the work. The work entails installation of roadway signage, pavement markings, crosswalk markings, and other school zone safety improvements in accordance to the
latest Manual on Uniform Traffic Control Devices (MUTCD) at 52 locations. The
installation of the project is to enhance pedestrian safety in the school zones and
encourage alternative modes of accessing the school facilities.

Project Location: Lexington, Kentucky

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RFB-64-20 KSU – Signage for Pedway

RFB-64-20 KSU – Signage for Pedway

Estimate:
$ 91,500.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)

Project provides for the construction and install of two (2) illuminated exterior panel signs atop the recently completed Mary E. Sias Pedestrian Walkway crossing over East Main Street (US-60) on the campus if Kentucky State University (KSU). Each sign will meet KSU design standards, colors, font, and include back-lit lettering. The signs will attach to the existing pedway structure and electrical will be feed from the existing stair tower electrical panel

Project Location: Frankfort

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RFB-62-20 Johnson County Landfill Leachate Force Main System

RFB-62-20 Johnson County Landfill Leachate Force Main System

Estimate:
$2,808,242.00
Estimated Length of Project:
300 (Substantial Completion) + 30 (Final Completion)

Major Work items in this Contract include:
Installing pump stations, valve vault, and force main.
Installing gravity sewer piping, manholes, and accessories.
Contractor shall coordinate with local utility company for installation of electrical service drops. Contractor shall be responsible for providing all electrical connections from the utility company service drop as specified and as shown on the Drawings. The Contractor shall be responsible for all fees and inspections related to the electrical portion of this project.
Contractor shall coordinate with local utility company for tie-in and meter installation for meter service. Contractor shall be responsible for meeting all utility company requirements for connection and providing all equipment or other apparatus necessary for connections. The Contractor shall be responsible for all fees and inspections related to this portion of the project.
Project Field Office: The Contractor shall provide accommodations in the Contractor’s field office trailer for use by the Owner, Agency, and Engineer throughout the duration of the project.

Project Location: Johnson

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RFB-68-20 Leslie Spradlin AML

RFB-68-20 Leslie Spradlin AML

Estimate:
$149,490.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)

The proposed project (approximately 1.8 acres total) consists of slide reclamation in Johnson County. The project area is located on the United States Geological Survey (USGS) 7.5’ Paintsville quadrangle (see the attached project and site maps).
The Leslie Spradlin Site consists of removing slide material and constructing a concrete gravity wall. The site is located at 636 Whippoorwill Road, near the community of Nippa, KY. The project area is centrally located at N 37° 51’ 29.20′, W 82° 47’ 14.90′. To reach the site from Paintsville, head north on US 23. Travel 5 miles. Turn right onto KY 993. In 50 feet, turn right onto Whippoorwill Rd. Travel 1 mile. The Spradlin residence is on the left.
Reclamation work consists of removing the slide material and constructing an 85 L.F. long, 9’ tall concrete gravity wall to stabilize the slide area. Two temporary access roads will be constructed. One is off of the south side of the house leading to the slide area and he second is along the existing driveway to access the waste area. The waste material generated during project work will be placed on site in the designated area shown on the planview. Approximately 200 L.F. of ECB ditch work will be installed form the road to the existing stream.
During the process of these construction activities, trees over 5 inches in diameter at breast height will not have to be removed in the AML slide area or to install drainage controls. A sediment and erosion control program, consisting of such measures as a sandbag/stone diversion and a silt rock check downstream of the wall construction will be maintained throughout the life of the project. Prompt re-vegetation using agricultural limestone, fertilizer, seed, and mulch will be implemented on all areas disturbed by this project.
Entry to the work areas will be accessed by the county road, residential driveways, and residentially maintained yards. The entire project work area slated for any excavation has been previously disturbed by any or all of the following: coal mining operations, including mine drainage, timber operations, gas/oil well development, residential development, road construction, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.

Project Location: Johnson

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RFB-67-20 FSS – Capitol Campus Parking Garage – Phase 5

RFB-67-20 FSS – Capitol Campus Parking Garage – Phase 5

Estimate:
$717,000.00
Estimated Length of Project:
100 (Substantial Completion) + 30 (Final Completion)

Phase 5 – Capitol Campus Parking Garage is comprised of the following work on Levels 1 – 6 of the garage. Concrete slab, column and wall repairs. Sealant installations. Expansion joint replacements. Vehicular traffic membrane installations. Elastomeric coating application on wall tops. Pavement markings. Plumbing repairs/replacements. Construction barriers and dust protection.

Project Location: Frankfort

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EKU 66-20 Science Building Emergency Power

EKU 66-20 Science Building Emergency Power

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

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LFUCG – Shandon Park Trunk Sewers Phase 2 – 91-2019

LFUCG – Shandon Park Trunk Sewers Phase 2 – 91-2019

The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the Shandon Park Trunks, Winburn Trunk and Thoroughbred Acres Trunks, Phase
2. The project will include the decommissioning of four existing pump stations and connection to
adjacent trunk sewers

Project Location: Lexington, Kentucky

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RFB-66-20 Parks – Cumberland Falls Overlook and Rail Repair Ph 2

RFB-66-20 Parks – Cumberland Falls Overlook and Rail Repair Ph 2

Estimate:
$ 42,000.00
Estimated Length of Project:
60 (Substantial Completion) + 30 (Final Completion)

The work will involve the removal of approximately 40 steel pins, embedded in the rock surface of the Cumberland Falls Upper Viewing Area – Summer Viewing Area and replacement of those pins in the existing holes with a modified steel pin design. The pins act as supports for removable barriers installed on the rock surface just above the falls.

Project Location: Whitley

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RFB-65-20 KDFWR – Ballard WMA Front Slough Structures

RFB-65-20 KDFWR – Ballard WMA Front Slough Structures

Estimate: $333,900.00
Estimated Length of Project: 365 (Substantial Completion) + 30 (Final Completion)

The project consists of the replacement of the two water control structures along the
Front Slough at Ballard Wildlife Management Area (Ballard WMA). Ballard WMA is
located adjacent to the Ohio River, in Ballard County Kentucky. The existing North
Front Slough Structure is a 36” diameter CMP and will be replaced with a 3-bay castin-
place-concrete drive over structure. The North Front Slough Structure is located at
approximately Latitude 37.179569° N and Longitude 89.016704° W. The existing
South Front Slough Structure is a 24″ diameter CMP and will be replaced with a 3-bay
cast-in-place-concrete drive over structure. The South Front Slough Structure is
located at approximately Latitude 37.170473° N and Longitude 89.023235° W.

Project Location: La Center

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Madison County Utilities District – Black Road Water Line Relocation

Madison County Utilities District – Black Road Water Line Relocation

The work to be bid upon is described as follows:

Black Road Water Line Replacement

Construction of 190 LF of 4″ PVC Water Main, 215 LF of 4″ PVC Fusible Water Main, 2 Wet Tap Connections, 1 4″ Insertion Valve, 190 LF of 8″ Directional Bore, 1 Bypass Meter, 1 4″ Blow-Off
and other necessary items

Project Location: Richmond, Kentucky

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