RFB 23-18 DOC – Various Institutions DOC Building Repairs/Renovations
RFB 23-18 DOC – Various Institutions DOC Building Repairs/Renovations
Project Manager Name: David
Guffey Phone: (502) 782-0353
Email: David.Guffey@ky.gov
Estimate:$328,572.00
Estimated Length of Project:
120 (Substantial Completion) + 30 (Final Completion) ,br>
The project includes HVAC and electrical systems additions and modifications for renovation of four of the five vocational shop areas within the secure area of Luther Luckett Correctional Complex, Building 4. Total renovated area is approximately 10,000 sq ft. HVAC improvements include adding welding exhaust system, vehicle exhaust system, general exhaust systems, and exhaust for a relocated paint booth. In addition, makeup air is to be provided for these exhaust systems via four propane-fired makeup air units, suspended from the roof inside each shop. The HVAC systems for the welding and vehicle exhaust and associated makeup air systems are variable air volume. Electrical improvements include reworking existing power in each of four shops to accommodate the new uses, extending a 400A/480V feeder from existing entrance gear to a new transformer and power panel in the welding shop, and miscellaneous lighting in the shops.
Description and location of Project: This unit based construction order for the 12-inch pipe and 18″ x 18″ yard drain installation along Eldorado Avenue in metro council District 10.
The Commonwealth of Kentucky, Division of Engineering and Contract Administration (DECA) and the Department of Parks (Parks) is planning to replace the emergency spillway and raise the inlet of the principal spillway for the General Butler State Park Dam.
The concrete emergency spillway was constructed in 1939 by the Civilian Conservation Corps and is in an advanced state of structural distress. The principal spillway for the dam was replaced in 2014 and the new inlet elevation has lowered the previous normal pool elevation of the lake by approximately 1.5 feet. The inlet raise will return the pool elevation of the lake to previous levels. A new impact basin will replace the existing headwall for the principal spillway outlet for erosion control.
The proposed emergency spillway replacement will consist of demolition of the existing 10 foot by 3 foot reinforced concrete box culvert, concrete drop structure, three (3) 48-inch CMP’s and concrete headwall. The new emergency spillway will be a reinforced concrete structure consisting of a 12 foot by 4 foot box culvert through the embankment, discharging to a chute spillway and stilling basin on the downstream side of the embankment. The overall length of the new emergency spillway structure is 133 feet. The stilling basin will discharge to a riprap channel.
In conjunction with demolition of the emergency spillway, the CCC inscription on the culvert headwall on the upstream side of the dam shall be removed intact by saw cutting and the resultant slab preserved for display. The Contractor shall submit a plan prior to demolition, approved by the Design Team and General Butler personnel, for preservation of the concrete slab. The plan shall also include design of a pedestal to support the slab.
The principal spillway structure inlet will be raised approximately 1.4 feet by addition of a precast or cast-in-place concrete collar to the existing structure. Raising the inlet will also require raising the existing catwalk and either replacing or extending the slide gate controls, the Contractor shall submit a plan for approval to accomplish this work. The existing principal outlet headwall will be demolished and replaced with a new impact basin discharging to a riprap channel.
Construction of the new emergency spillway will require a substantial excavation of the embankment and existing roadway. The entire length of the embankment will be receive new asphalt pavement consisting full depth replacement over the excavation area and overlays elsewhere.
The project requires removal and replacement of an existing wooden walkway located on the upstream side of the dam near the east abutment. The Contractor will be responsible for restoring the walkway to its current condition utilizing either salvaged existing or new materials. Any deviation from the current configuration will require prior approval by the Design Team and General Butler State Park personnel.
All slopes shall be regraded and disturbed areas will be seeded and mulched. Open areas of the new structures will receive fencing as shown on the Construction Drawings.
Design Services for the Renovation of Fire Headquarters – IFB 180017
Design Services for the Renovation of Fire Headquarters – IFB 180017
PROJECT DESCRIPTION:
Louisville Fire is looking for an Architectural firm to do a master plan for the renovation of Fire Headquarters at 1135 West Jefferson and Engine 2 / Truck 1 at 1137 West Jefferson.
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.
TBig Sandy Community and Technical College (BSCTC) is one of the many colleges making up the Kentucky Community and Technical College System (KCTCS). BSCTC has 4 campus serving several counties in eastern Kentucky. The new Advanced Technology Center (ATC) will be located on the Pikeville Campus of BSCTC.The ATC is funded by a federal grant to house a training program for fiber-optics and broadband technology. Once complete this building will not only be the first Broadband Technology program in the KCTCS System, but one of three in the United States. This facility will be a regional training program serving the eastern United States and beyond. This 15,000 GSF, two-story building will be constructed on deep foundations and grade beams and will be a steel framed structure. Exterior building materials will include masonry, metal panels and glazing. The roof will be a two-ply SBS. Interior finishes will consist primarily of painted gypsum board, resilient tile, carpet, acoustical ceiling tile and limited ceramic tile. The entire building will be 100% covered with a wet type system. The HVAC system will be consist of rooftop packaged gas/DX units with VAV boxes and an energy recovery ventilator. A new 277/480 volt three phase power supply will be provided to the building. All lighting will be LED with occupancy controls.
City of Nicholasville – East Nicholasville Bypass Section 2 Utility Relocations
City of Nicholasville – East Nicholasville Bypass Section 2 Utility Relocations
PROJECT DESCRIPTION:
The project consists of the installation of approximately 8,600 linear feet of 8-inch to 12-inch
water lines, approximately 2,000 linear feet of 8-inch sanitary sewers, and related
appurtenances.
Description and location of Project: This unit based construction order is for the 1′ paved ditch installation along the rear easement behind 4001 to 4015 Sirate Lane in Metro Council District 24.
Hopkinsville Water Environment Authority – Crofton Tank Rehabilitation Project
Hopkinsville Water Environment Authority – Crofton Tank Rehabilitation Project
PROJECT DESCRIPTION:
100,000 gallon elevated water storage tank: Complete removal of existing coating
system and recoat. Replace wet riser with a new wet riser. Replace existing ladder
with new ladder/cage. Installation of mixing system. Installation of a level sensor. Installation of a security fence.
Louisville Metro Zoo – Islands Window Frames – IFB 180019
Louisville Metro Zoo – Islands Window Frames – IFB 180019
PROJECT DESCRIPTION:
Louisville Metro Government is currently accepting bids for Islands Window Frames per the
attached specifications. The selected firm will either repair the existing metal window frames
or shall install new 316 stain steel or A36 Carbon Steel Frames.
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.
South 43rd Street Alley Drainage Improvement Project
South 43rd Street Alley Drainage Improvement Project
Description and location of Project: This unit based construction order is for the 12-inch pipe and drain system installed along the rear alley behind South 43rd Street in Metro Council District 5.
10608 Hite Creek Road Drainage Improvement Project
10608 Hite Creek Road Drainage Improvement Project
Description and location of Project: This unit based construction order if for a 1′ paved “v “ditch installation along the rear easement behind Hite Creek Road, in Metro Council District 17.
The Jefferson Community & Technical College-Carrollton Campus-Storage Building
project consists of a conventional Pre-Engineered Metal Building. The building is a
1200sf one story PEMB Storage Building. The construction is that of concrete spread
footings with a turn-down slab, metal panel wall and roof over a PEMB frame system.
All metal wall panels, metal roof panels, one hollow metal door and frame are all to be
supplied by the PEMB manufacturer. Insulation will be an MBI Safety Liner system.
This is new building on a newly completed campus. Site development for the project
will include some minor site clearing and erosion control, grading for the proposed
building pad, heavy duty concrete pavement and seed and sod work. Mechanical and
electrical scopes of work related to the construction of a 1,200-square foot Pre-
Fabricated Metal Storage Building located on the JCTC Carrollton Campus include
electric unit heaters are provided for mechanical winter heating. Unit heaters are
controlled by stand-alone thermostats. Electrical services including electrical service
originating from the existing building, lighting and power outlets. Electrical also
includes connections to all mechanical equipment. There will be no plumbing or fire
sprinkler protection supply to this building. Fire protection will be provided via Fire
Extinguishers.
SC-11-18 Glen Beverly AML Small Coal Operator Set Aside
SC-11-18 Glen Beverly AML Small Coal Operator Set Aside
Estimate:
$225,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Glen Beverly Reclamation Project consists of two sites totaling approximately 1.2 acres of
disturbance, and includes the reclamation of a landslide threatening the Beverly residential driveway and
detached garage, the installation of bat-friendly wildlife-accessible closures at two abandoned
underground mine portals, the permanent closure of three internally collapsed underground mine portals,
and the installation of drainage structures in order to control any mine-related drainage that may lubricate
the unstable slope near the Beverly residence.
At the Beverly Site, the landslide will be stabilized by means of construction of a Type-II
modular block wall along the portion of upslope edge of the residential driveway that lies below the
detached garage. Heavy stone backfill will be placed behind the wall in order to provide ballast for the
further stabilization of the slope. A combination of swale ditches lined with concrete block tied-mat,
ditch cut into rock, rectangular concrete ditch and culverts will carry drainage from the two mine portals
above the Beverly residence to the stream draining the hollow. A drop-box into the drainage culvert will
be placed in the roadside ditch, and will prevent the project from disrupting the current drainage pattern at
that elevation. The two completely collapsed abandoned mine portals will be reopened, and permanently
sealed with non-wildlife accessible portal closures. All excess earth resulting from excavation for
drainage controls and construction of the retaining wall will be placed in a waste earth fill area, located
just southeast of the site, on the opposite side of Cave Fork. Extra culvert and headwalls are included for use in the event that existing structures are damaged by construction-related traffic.
At the Rental Site, two abandoned mine portals will be closed with bat-friendly wildlife
accessible portal closures. One internally collapsed mine portal will be closed with a non-wildlife
accessible portal closure.
Some disturbance of trees measuring over 3” diameter at breast-height (dbh) is likely to occur at
the Rental Site during efforts to construct access to the three mine portals to be addressed at that location.
The only disturbance of wildlife-accessible mine entries will be the transient disturbance associated with
installation of bat-friendly portal closures. Except for those portions of the project located within
residential yards, all areas disturbed by the project will be revegetated using the AML standard General
Reclamation Mixture seed mix. Residential lawn areas will be revegetated using a mixture consisting of
three parts turf type fescue (other than KY 31) and one part perennial ryegrass, as per the standard AML
Technical Specifications for Residential Seeding.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of Lexington & Payne CSO Interceptor Contract No. 15813, Budget ID No. H09141, Drawing Record No. 15813, Sheet No. 1 – 97, will be received at the office of MSD until 1:30 PM, Local Time, Tuesday September 5, 2017, and will be publicly opened and read at that place and time.
Description and location of Project: Installation of 307 linear feet of 36-inch sewer, 136 linear feet of 84-inch sewer, 2,228 linear feet of 96-inch and 1,668 linear feet of 102-inch; six (6) junction structures; seven (7) control and diversion structures; one (1) vehicle access ramp; erosion prevention and sediment control; channel and pavement restoration; and electrical utility services. The general project alignment is within and along Beargrass Creek from north of East Broadway to East Main Street.
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 non-mandatory pre-bid meeting will be held at the Main Office Building, 700 West Liberty Street at 1:30 P.M. Local Time, Thursday August 3, 2017. A site visit will be held immediately following the pre-bid meeting.
The Engineer’s Construction Cost Estimate for this project is between $ 20,000,000.00 to $ 30,000,000.00.
The bid documents will be available on, Monday July 24, 2017, 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 Jacob L. Mathis, P.E. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Jacob Mathis E-mail: jacob.mathis@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, Jacob L. Mathis, P.E.
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: Yes
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
Director of Procurement & Supplier Diversity
MSD Procurement Department
Construction of a New Sallyport Roof at Youth Detention Services – IFB 180005
Construction of a New Sallyport Roof at Youth Detention Services – IFB 180005
PROJECT DESCRIPTION: Construction of a New Sallyport Roof at Youth Detention Services
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.
This project is for the construction of a 60’-3″ long x 60-0″ wide x 10’ high, reinforced concrete walls & footer to be used for the bulk storage of roadway deicing salt. Shallow, reinforced concrete spread footings will be used. The Contractor shall perform all excavation necessary for the footing. No bid item is provided for the excavation and shall be considered incidental to other items.
Walls will be ten (10) feet high x twelve (12) inches thick and will be constructed on the footing and will support a pre-engineered, membrane covered (roof) structure (PMCS). The roof structure is to be furnished and installed separately by Bulk Storage, Inc., per their current Master Agreement upon completion of the footing and walls under this contract. The (PMCS) is not a part of this Scope of Work.
Sprinkler System Design and Installation – Fire Department – IFB 180007
Sprinkler System Design and Installation – Fire Department – IFB 180007
PROJECT DESCRIPTION: Design and installation of a sprinkler system at Engine 22 / Truck 4 located at 3228 River Park Drive.
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.
Cleaning and Painting of Mary T Meagher Olympic Pool – IFB 180010
Cleaning and Painting of Mary T Meagher Olympic Pool – IFB 180010
PROJECT DESCRIPTION: Louisville Metro Government is currently accepting bids for Cleaning and Painting of Mary T
Meagher Olympic Pool
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire.
London Utility Commission – Frontage Road Waterline Connector
London Utility Commission – Frontage Road Waterline Connector
PROJECT DESCRIPTION:
The scope of work includes the installation of 3,072 LF of 12-inch DI waterline, 658 LF of 6-inch DI waterline, and related appurtenances.
PROJECT DESCRIPTION:
The project includes providing all construction supervision, labor, materials, tools, test equipment necessary for the Expansion Area 3 Trunk Sewer Project.
