This project is an equipment pre-purchase to furnish new equipment as part of an ESPC project at the Kentucky Exposition Center. The scope of this project includes the replacement of existing boilers with (3) new natural gas fired condensing boilers.
RFB-129-19 KEC Pre-Purchase East Hall Air Handling Units
RFB-129-19 KEC Pre-Purchase East Hall Air Handling Units
Project Manager Name: Paul Cable Phone:
(502) 782-0324 Email:
Paul.Cable@ky.gov
Estimate:
$150,000.00
Estimated Length of Project:
(Final Completion) 70 DAYS
This project is an equipment pre-purchase to furnish new equipment as part of an ESPC project at the Kentucky Exposition Center. The scope of this project includes the replacement of existing air handlers in the East Hall with (4) new 2-pipe Air Handling Units.
18-124 / Rollingwood Booster Pump Station Renovation
18-124 / Rollingwood Booster Pump Station Renovation
Louisville Water Company is requesting Bids for providing all labor, rigging, tools, equipment, and materials to Furnish and Install and Maintain Temporary Potable Water VFD Booster Pumping Station. Demolish existing hydro-pneumatic tank, pumping system, and accessories. Furnish and Install Permanent booster pumping station pre-manufactured skid, controls, and accessories in existing concrete vault. Upgrade electrical service and controls. Restore site.
Mercer County Board of Education – Mercer County District Improvements
Mercer County Board of Education – Mercer County District Improvements
The Middle School improvements will include the addition of a student drop off
canopy and sidewalk/stair replacement, improved drainage along the back side of the building, limited
number of glazing reaplcements, and masonry opening repairs. The Intermediate School
improvements include glazing replacement, new secure entry/reception and office area next to
vestibule (currently FRC) and a small conference room, including a new door and windows. Work at
this facility also includes moving the FRC to the old science room with a new exterior entrance and
creation of a second resource room and a school storage room, as well as replacements of several areas
of concrete walk. The Elementary School improvements include glazing replacement.
The project consists of 2-roof areas with low-sloped roofs for repairs/overlays. Roof Repairs/Overlays: Remove wet roofing as indicated, match existing. Attach recovery board over existing roof systems. Install 2-Ply SBS Modified Bituminous Membrane Roofing system over recovery board insulation. Provide new metal components; e.g. metal counter flashings, scuppers, conductor heads, downspouts, plumbing vent flashings, metal expansion joint, etc.
Demolition of existing 977 Phillips Lane, Department of Transportation office/storage building including the concrete first floor slab, partial basement, exterior sub-grade stairs and cheek walls, foundations and footings.
New construction site enclosure fencing and gates. Site enclosure fencing to remain in place upon completion of this work and become property of the Owner. Site fencing to be maintained by the General Contractor of this work until Final Completion.
Compacted fill to be placed in below grade voids as a result of demolition work to basements, foundations, and footings. DGA to be placed over compacted fill. Care to be taken in not disturbing the property directly adjacent to the project site. Owner has fill material that can be used by the contractor, see drawing 2/D-1 for fill material location.
Site features not identified to be removed to remain in place including but not limited to asphalt parking lots and drives, concrete parking lots and drives, public sidewalks and curbs, overhead utilities and other Work indicated in the Contract Documents.
Capping of utilities at the Limits of Disturbance lines including natural gas, sanitary sewer, domestic water, and electrical supply to the site.
Town of Marengo – Wastewater Treatment Plant Improvements
Town of Marengo – Wastewater Treatment Plant Improvements
The project consists of the construction of a new splitter box, new clarifier site
piping modifications, modifications to Pump Station #3 together with all related work as specified and shown on the Drawings.
Harlan County Fiscal Court – Harlan County Business Park
Harlan County Fiscal Court – Harlan County Business Park
The project consists of a new entrance roady off US 119 into a new
Business Park, including turn lanes and acceleration lane. New parking area and walk for the
Veterans walking trail and grading for the first lot (lot 10) in the Business Park.
A. The Work of the Project is defined by the Contract Documents and consists of, but not limited to, the following Demolition work:
1. Temporary site enclosure fencing and gates. Site enclosure fencing to be removed upon completion of demolition and necessary sitework remediation.
2. Demolition of existing 937 Phillips Lane, Cardinal Stadium as described below and indicated in the Contract Documents:
a. All above grade structures, included perimeter walls, roof canopy, press boxes, horse stalls, and exterior circulation ramps to be demolished.
b. All slabs on grade and asphalt inside limits of disturbance to be removed.
c. Refer to drawings for specific direction on removal of below grade structures including elevator pits, dugouts, footings, foundations, and foundation walls.
d. Field turf, rubber padding, and asphalt under current field to be demolished.
e. The seating inside the stadium is multi-colored and modular. The seats are constructed in modules, where multiple seats are interconnected and share supports. Contractor to SALVAGE one-hundred (100) modules of two (2) seats in the Red color, and deliver to the owner’s storage facility approximately two miles from the project site. Final storage location to be determined by Owner. Contractor to select the modules with Owner’s participation. All other seating shall be removed by this scope.
f. Compacted fill to be placed in below grade voids as a result of demolition work to basements, foundations, and footings.
g. DGA, or approved alternate, to be placed over entire building footprint and compacted fill upon completion of demolition and final grading work.
3. Demolition of adjacent existing University of Louisville Golf building at north-west end of Cardinal Stadium at the Kentucky Fair and Expo Center, office building structure as described below and indicated in the Contract Documents:
a. The timeline for this structure’s demolition is dependent on the current tenant’s lease termination. The occupants of this building are to be moved out by January 1st. Demolition of this building cannot begin until the building is unoccupied, utilities are disconnected, and the Owner has provided, in writing, permission to proceed.
b. All above grade structures to be demolished.
c. Refer to drawings for specific direction on footing, foundation, and foundation wall removal.
d. Compacted fill to be placed in below grade voids as a result of demolition work to basements, foundations, and footings.
e. DGA to be placed over entire building footprint and compacted fill upon completion of demolition and final grading work.
4. Demolition of existing billboard adjacent to Cardinal Stadium complete to the concrete foundations.
a. The billboard’s concrete foundations to be removed in the future.
5. Site features not identified to be removed to remain in place including but not limited to asphalt parking lots and drives, concrete parking lots and drives, public sidewalks and curbs, overhead utilities and other Work indicated in the Contract Documents.
MFWQTC Ground Water Well No. 10 Replacement Project
MFWQTC Ground Water Well No. 10 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 Ground Water Well No. 10 Replacement Project, Contract No. 16101 , Budget ID No. D19046, will be received at the office of MSD until 10:00AM, Local Time, December 18, 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 installation of a ground water well approximately 70 feet deep with 20 feet deep stainless steel wire wrapped screen at the bottom. Extend casing approximately 1 ft above grade and construct a 2′ x 2′ concrete pedestal. All electrical switch gear from the existing ground water well shall be re-used. Provide and install a 460 Volt, 15 HP to produce 600 gpm @ 60 TDH Ground water well pump, similar to the other existing ground water well pumps on site. Tie in to existing discharge piping for old ground water well No.10. Cap existing old well No. 10. Construct 3 guard posts. Furnish water level meter equipped with a reel, pressure-proof probe, and heat embossed tape. 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 10:00 AM local time on Tuesday, December 4, 2018 at the Morris Forman Water Quality Treatment Center located at 4522 Algonquin Parkway, Louisville, KY 40211, 3rd floor administration building conference room.
The Engineer’s Construction Cost Estimate for this project is between $ 100,000.00 to $120,000.00.
The bid documents will be available on, November 20, 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 Meskerem Eshetu. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Meskerem Eshetu E-mail: Meskerem.Eshetu@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, Meskerem Eshetu, PE.
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.
The project is the replacement of the existing low slope roof of the International Museum of the Horse at the Kentucky Horse Park. The following description is given as an aid to the bidder in achieving a general understanding of the scope of the work. Contractor shall review the entire set of Contract Documents for the preparation of the bid. Work is generally confined to the following areas:
1. Selective demolition.
2. SBS modified bitumen roof and accessories.
3. Prefinished metal coping.
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.
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.
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.
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.
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.
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).
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.
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.
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
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.
