4003 Sirate Lane Drainage Improvement Project
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.
Project Location: Louisville, Kentucky
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.
Project Location: Hopkinsville, Kentucky
Muhlenberg County Library Renovation & Addition BP1 REBID
REBID of Bid Package #1 – General Trades Package ONLY.
PROJECT DESCRIPTION:
Furnish all labor and materials to complete the
MUHLENBERG COUNTY PUBLIC LIBRARIES
The following bids are requested:
1 General Trades
Project Location: Greenville, Kentucky
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.
Project Location: Louisville, Kentucky
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.
Project Location: Louisville, Kentucky
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.
Project Location: Louisville, Kentucky
Scott County Schools – Great Crossing High School
PROJECT DESCRIPTION:
The furnishing of all labor, materials, equipment and services for the Great Crossing High School.
Project Location: Georgetown, KY
RFB-15-18 JCTC Carrollton Campus Maintenance Building
Project Manager Name: Anne Saint-Aignan
Phone: (502) 782-0337
Email:anne.saintaignan@ky.gov
Estimate: $153,532.00
Estimated Length of Project: 90 (Substantial Completion) + 30 (Final Completion)
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.
Project Location: Carrollton
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.
Project Location: Johnson County
Lexington & Payne CSO Interceptor
Please note: Addendum 2 has changed the Bid Date!
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
Project Location: Louisville, Kentucky
RFB-16-18 KYTC – Salt Structure Menifee County
Project Manager Name: Joseph
Sandman
Phone: (502) 782-0329
Email:Joseph.Sandman@ky.gov
$163,155.00
Estimated Length of Project:
60 (Substantial Completion) + 15 (Final Completion)
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.
Project Location: Menifee Co
Winchester Municipal Utilities – Lower Howards Creek Water Treatment Plant
Please Note: Addendum 1 has changed the PreBid and Bid Dates
PROJECT DESCRIPTION:
The work to be bid is described as follows:
CONTRACT 587-15-C-13 (81)
Construction of a new water 9.0 mgd treatment plant.
Project Location: Winchester, Kentucky
Housing Authority of Georgetown – Modernization Project
Addendum 02 has rebid the project.
PROJECT DESCRIPTION:
The project consists of:
Handrails, Paving, Siding, Soffit & Gutters
Project Location: Georgetown, Kentucky
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.
Project Location: Louisville, Kentucky
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 Location: London, Kentucky
LFUCG – Expansion Area 3 Trunk Sewer Project
PROJECT DESCRIPTION:
The project includes providing all construction supervision, labor, materials, tools, test equipment necessary for the Expansion Area 3 Trunk Sewer Project.
Project Location: Lexington, Kentucky
Pikeville Medical Center – Elliot Tower Infrastructure Upgrades
Please Note: Addendum 03 has changed the Bid Date
PROJECT DESCRIPTION:
Renovation of 17,553 sf Laboratory on the second floor of the May and Elliot Building as well as infrastructure upgrades to the hospital
The project will be bid in the following manner:
• Bid for the Laboratory Renovation
• Bid for the Elliot Tower Infrastructure Upgrades
• Bid that combines the Laboratory Renovation and the Elliot Tower Infrastructure Upgrades
Pikeville Medical Center has chosen this bidding format to give Pikeville Medial Center the option
to either build one or both components of this Project. Even if Pikeville Medical Center decides
to build both components, the project will be awarded to one contractor. Each bidder must bid on both components of the project and in the manner set forth above.
Project Location: Pikeville, Kentucky
Williamsburg Independent Schools Renovation
Please Note: Addendum 3 has changed the Bid Time
PROJECT DESCRIPTION:
Project consists demolition and replacement of HVAC system,
includes lighting replacement, controls, and upgrades to power and data. New ceiling
and soffits, throughout the existing building and re-roof of existing building.
Project cost range is anticipated to be under $5,500,000.
Construction Contract: Bids will be received for the following Work:
General Contract (all trades).
Project Location: Williamsburg, Kentucky
Shelby County Public Library – New Annex Building 2017
PROJECT DESCRIPTION:
The Owner invites the following Bid on the related Project. The Project consists of the CONSTRUCTION of approximately 8,620 SF, Two Story New Annex Building, with 365 SF porch in a portion of the current parking lot indicated. The project shall include but not limited to concrete slab on grade, concrete footings and foundation walls, CMU reinforced exterior walls, steel framed beams, metal stud wall framing, and metal bar joist and steel frame second floor structure with concrete composite slab, and metal bar joist with steel frame and metal deck roof structure with membrane roof system. The work shall also include all of the related site work for excavation, building layout, temporary construction fencing & construction trailer; NOI, soil erosion control, excavation & fill; trench excavation, underground storm water drainage system, parking lot revision and replacement including asphalt and concrete paving & striping of lot, concrete curb and gutter, concrete walks, vinyl coated chain link fencing, site lighting and landscaping.
Project Location: Shelbyville, Kentucky
City of Hustonville – First Southern Emergency Response Station
PROJECT DESCRIPTION:
Construction will include 6 bays to accommodate the 2 fire apparatus, 1 special response vehicle, a future pumper truck, and 2 EMS apparatus. The Station will have adequate office and storage space. It will also have male and female bunk rooms and the required living quarters for EMS personnel.
Construction Contract: Bids will be received for the following Work:
1. General Contract (all trades)
Project Location: Hustonville, Kentucky
City of Wayland – Wayland Gym Addition
Please Note: Addendum 1 has changed the Bid Date
PROJECT DESCRIPTION:
A new 2,112 Sq. Ft. addition to the existing Wayland Gym. The Addition will be a two
level addition that will provide handicapped accessible restrooms to both level of the
existing facility.
The Addition will also provide storage, exhibition space and other multi use spaces.
The new addition will complement the design of the existing building and use similar
building materials and building styles
Project Location: Wayland, Kentucky
Old Taylorsville Road Drainage Improvement Project
Description and location of Project: This unit based construction order is for the pipe, catch basin, and regrade installation along Old Taylorsville Road in Metro Council District 20.
Project Location: Louisville, Kentucky
McKay Ave Drainage Improvement Project
Description and location of Project: This unit base construction order for 10-inch, 8-inch pipe installation, and earth re-grade along both sides of McKay Ave in Metro Council District 10.
Project Location: Louisville, Kentucky
CCK-2246-18 Ag Science North – Exterior Concrete Repair Project
Please Note: Addendum 1 has canceled the Bid
SCOPE OF WORK:
The Scope of Work for this Project is outlined below in summary. The total Scope of Work is outlined in the Contract Documents. The Contractor is responsible for noise control. The Contractor is responsible for relating instructions to all employees, Sub-Contractors and suppliers on site and, if needed, providing a language translation employee as required. No
tobacco products, alcohol, drugs, firearms or fraternizing with students are allowed on site. If
any the above is conducted, immediate dismissal from the Project will be enforced.
PROJECT DESCRIPTION:
Ag Science Building North – exterior concrete repair project. Repair 100% of all damaged concrete and
recoat the entire exterior on this four story building as noted on the attached drawings by S&ME consultants.
If there is/are building exit door(s) in the vicinity of the work area, provide scaffolding with protective
overhead and side protection to guard pedestrians from water spray and falling debris. Provide shop
drawings of the proposed scaffolding assembly for approval by UK’s Project Manager prior to field
fabrication. Per the UK Fire Marshal, the scaffolding is required to be, at a minimum, the same width as
the existing exit door(s). Assume the minimum length to be 20′ from the face of the building. Other areas of Ag N will remain in operation throughout the construction period. Interruptions to the
required building exits must be coordinated with and approved by UK’s Project Manager. Careful
scheduling with the User is required.
No noisy/vibration producing work may take place during normal working hours after Aug 23, 2017-which is the first day of school. Coordinate after-hours work with UK if necessary after that date.
No work required on the south side’s one story connector lobby/auditorium.
lightning system and floodlight work is by Others (N.I.C.)
STEP 1:
Prior to beginning power spray work, cover all yard areas with filter fabric – sidewalks may remain
exposed. Tent all trees/bushes with filter fabric. Protect the east side loading dock’s trench drain – and
also the four roof drains on the north side’s first floor concrete canopy – with filtration material as
approved by UK – to prevent paint particles from entering storm water system,
Submit product data that the detergent used in the spray cleaning is environmentally friendly – for
approval by UK prior to proceeding.
It is acceptable to use the existing duplex receptacles and hose bibs on the perimeter of the Ag Science
North Building – they are present on all 4 sides of the building.
Contractor staging area is the south side concrete driveway – access is from the west side circle drive.
Lifts may park anywhere on the site as long as the yard is protected from rutting. Contractor to repair all
such turf damage at end of the project. At junction of slab overhangs and the curtain wall: grind a 1″ width – down through the existing coatings to expose the existing concrete. The intent is to allow a new 1/2″x 1/2″ x 1/8″ stainless steel
angle to be seated securely at this location to act as a screed – caulk in place. This new angle will also
act as a guard to minimize power washer water from getting into the building under the window frame.
Take care around existing out swinging doors – at building overhangs- to minimize water infiltration.
Remove lightning rods and cables from column tops and lay aside on the roof- reinstallation work by
Others (N.I.C.). Repair anchor holes. Note: cables laying on roof to remain.
Remove security floodlights from column tops and lay aside on the roof – reinstallation work by Others
(N.I.C.). Repair anchor holes. Note: electrical wiring/conduit laying on roof to remain.
Then high power wash (with cutting tip): a. Defective concrete areas to remove old Neogard coatings. Then remove defective concrete,
stabilize and bond/repair with patching materials. b. All floor overhangs (49-1/ 2″ wide) at all locations to remove old Neogard coatings. The intent is to permit a good bond between the existing newly-exposed overhang concrete and the new
screed-to-slope cementitious material installed under Step 2.
STEP 2:
low power wash – with environmentally- friendly detergent-based cleaner – the entire building including
the windows and plaster/concrete soffits. No squeegee use on glass required. Include
cleaning of the north side first floor ground-level canopy – topside, soffit and columns. Include the
inside face of the first floor columns.
If additional defective areas are found then confirm/summarize all areas and calculate cost per the unit prices submitted by the contractor in his bid. Then resolve by change order, before proceeding further.
At 1/2″ angle installed under Step 1, use the angle as a screed to taper the new cementitious material
on the 49-1/2″ wide overhangs for positive drainage, Taper down to minimum at outside edge.
STEP 3:
Replace existing expansion joints with preformed EJ system.
Apply matching sand textured Neogard Neoflex coating to all new concrete.
Then apply Porter Acri-Shield acrylic paint to 100% of the building facade concrete – including soffits.
Caulk at junctions of dissimilar materials. Include the north side first floor ground-level canopy topside,
soffit and columns. Include the inside face of the first floor columns – protect existing surface
mounted lights – at this location – from paint overlap.
Coordinate painting of vertical sections of lighting arrestor cables with the lighting arrestor consultant.
The intent is to have all cables in place prior to starting painting.
STEP 4:
Add 4″ high aluminum caps – with drip edge – to tops of all columns – at roof line.
Remove existing alum parapet caps. Add aluminum cover – with drip edge – at 22″ wide roof overhang all
4 sides of building – and lap up to top of parapet per the drawings. Reinstall existing alum parapet cap.
Reinstallation of column top lighting rods/cables and security floodlights is by others (N.I.C.).
STEP 5:
Clean up and restore site back to original condition. Roll up and disposed of filter fabric in all locations.
Wash down trees and bushes if residue still remains after fabric removed. Sweep sidewalks and
pavement clean of debris from the renovation.
Repair any rutting due to contractor’s vehicles or lifts.
Remove and dispose of filtration material at the east side loading dock’s trench drain, and at the four
roof drains on the north side’s first floor concrete canopy.
Project Location: Lexington, Kentucky
Meade County Water District – Flaherty Water Transmission Main and Booster Pump Station
Please Note: Addendum 1 has changed the Bid Date
PROJECT DESCRIPTION:
The Project consists of construction/installation of approximately 28,560 lineal
feet of 6 – through 12-inch water mains, control valve vault and appurtenances and a 1,000 gpm booster
pumping station in Meade County, Kentucky.
Project Location: Brandenburg, Kentucky
