Carbon Adsorber Unit, Relocation of the Existing Bio Scrubber Unit and All Appurtenance
Description and location of Project: Construction of a Carbon Adsorber Unit, relocation of the existing Bio Scrubber and all Appurtenances.
Project Location: Louisville, Kentucky
FY18 Floodwall Closure Upgrades Project
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of the FY18 FLOODWALL CLOSURE UPGRADES PROJECT Contract No. 16005 , Budget ID No. F18242, Drawing Record No. 16005, Sheets 1 – 12, will be received at the office of MSD until 10:00 AM, Local Time, Tuesday, June 5, 2018, and will be publicly opened and read at that place and time.
Description and location of Project: Floodwall closure upgrades and repairs at various locations in Louisville, Kentucky.
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. at MSD’s Main Office, 700 W. Liberty Street, Louisville, KY at 10:00 am Local Time on Thursday, May 24th, 2018.
The Engineer’s Construction Cost Estimate for this project is between $ 250,000.00 to $ 300,000.00 .
The bid documents will be available on, Friday, May 18th, 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 Mary Ruth Landgrave. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager, Mary Landgrave E-mail: mary.landgrave@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, Mary Ruth Landgrave
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.
An Excel Spreadsheet of the bid items is available for download. Click Here To Download
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
18-69 / South Park BPS and Hollyvilla PRV Weathertightness Improvements
Louisville Water Company is requesting Bids for furnishing and installing weathertightness accessories at existing steel vaults including hatch, ladder and vent pipe extensions, sump discharge modifications, electrical and control extensions, minor grading and restoration as noted on contract documents.
Project Location: Louisville, Kentucky
LFUCG – Division of Water Quality – Liberty Road Pump Station Replacement
PROJECT DESCRIPTION:
The project includes providing and furnishing all materials, supplies, machinery, equipment,
tools, supervision, labor, insurance, and other accessories and services necessary for the Liberty Road Pump Station Replacement, which includes the installation of a HDPE pumping station and valve vault, approximately 42 linear feet of 8” PVC gravity sewer, and approximately 20 linear feet of 4” PVC force main, and various appurtenances. These facilities will be adjacent to the existing ejector pumping station to be demolished.
Project Location: Lexington, Kentucky
RFB-231-18 Parks – Green River Campground Electrical Upgrades
Project Manager Name: Brian
Cottongim
Phone: (502) 782-0317
Email: Brian.Cottongim@ky.gov
Estimate:
$212,440.00
Estimated Length of Project:
180 (Substantial Completion) + 30 (Final Completion)
A. The Scope of Work includes the following:
Existing electrical service to the existing Green River State Park Campground is 1-phase, 3-wire, served by overhead transformers by Taylor Co-RECC Utility Company. The existing overhead transformers may be replaced with a larger transformer free of charge by the Utility Company if needed. The existing primitive camping sites P1 thru P12 will be replaced with 10 camping sites (named 1A thru 10A) that will have 10 asphalt pads with each site having water hydrant and an electrical service of 50 amps (240V), 30 amps (120V) and 20 amps GFCI (120V) plug service. The electrical service will be direct burial aluminum wire that will feed each camp site. The panel located by the utility pole will have a new electrical panel with a new grounding system that will house the main breakers that will feed 3 to 4 campsites per breaker. These 10 camping sites will be considered as an Alternative #1.
This part of the narrative shall be considered the base bid for this project. Camping sites 1 thru 12 and 00 will have new electrical service of 50 amps (240V), 30 amps (120V) and 20 amps GFCI (120V) plug service. The panel located by the utility pole will have a new electrical panel with a new grounding system that will house the main breakers that will feed 3 to 4 campsites per breaker. The electrical service will be direct burial aluminum wire that will feed each camp site. The Camping sites 45 and 46 will be modified to meet the ADA requirements and be concrete pads.
Project Location: Campbellsville
RFB-230-18 Re-Ad of RFB-212-18 Parks – Gen Butler SRP Dam Emergency Spillway Replacement
Project Manager Name: Frank Phillips
Phone: (502) 782-0331
Email:
frank.phillips@ky.gov
Estimate:
$314,975.00
Estimated Length of Project:
120 (Substantial Completion) + 30 (Final Completion)
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 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 for the dam was replaced in 2014 and the new inlet which was installed lowered the previous normal pool elevation of the lake. 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. The inlet raise will return the pool elevation of the lake to previous levels. 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 existing 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.
Project Location: Carroll
18-66 / Parkridge Tank Coatings Renovation
Louisville Water Company is requesting Bids for services to perform complete coatings renovation of the Parkridge water storage tank, including surface preparation, coating application, and miscellaneous tank accessories and site work.
Project Location: Louisville, Kentucky
Owsley County Schools – Elementary School & High School Facilities Upgrades
PROJECT DESCRIPTION:
Furnish all labor and materials to complete the:
Owsley County Schools Upgrades for Owsley Elementary School & Owsley High School
Project Location: Booneville, Kentucky
London – Laurel County Industrial Development Authority – Greer Industrial Park Phase 1 Sewer Extensions
PROJECT DESCRIPTION:
The work consists of approximately 872 l.f. of 8”, PVC sewer line and related construction.
Project Location: London, Kentucky
Grayson County Schools – Oran P. Lawler Elementary School Reroof
PROJECT DESCRIPTION:
Removal of the existing shingle and single-ply roof systems, gutters and downspouts; and replacement with new shingle and single-ply membrane roofing
systems, and other Work indicated in the Contract Documents. Alternate Bids
include: 1. Roof truss reinforcement, 2. Metal roof system in lieu of shingles, 3.
Removal of existing Gymnasium pre-engineered metal building roof and trim and
replacement with new metal panel roof system and trim.
Project Location: Leitchfield, Kentucky
Grayson County Schools – H.W. Wilkey Elementary School Reroof
PROJECT DESCRIPTION:
Work consists of removal of the existing spray-applied foam roof system, metal
trim, gutters and downspouts; replacement with new single-ply membrane roofing
system, metal trim, gutters and downspouts; removal/infill of existing abandoned
curbs; providing new roof portals for rooftop HVAC equipment connections, and
other Work indicated in the Contract Documents. Alternate Bid to include: removal
of existing Gymnasium pre-engineered metal building roof and trim and
replacement with new metal panel roof system and trim.
Project Location: Leitchfield, Kentucky
CCK-2322-18 Polk-Dalton 142 Renovate Old Dentistry Space
PROJECT DESCRIPTION:
Renovation of old dentistry space at the Polk Dalton Clinic.
Project Location: Lexington, Kentucky
Robertson County Board of Education – Bus Garage, Softball Field & Baseball Field
Please note: Addendum 5 has changed the Bid Date!
PROJECT DESCRIPTION:
Furnishing of the specified labor, materials, supplies, tools, and or services for the:
Robertson County Bus Garage, Softball and Baseball Field
BG#18-247
Project Location: Mt Olivet, Kentucky
RFB-219-18 KDFWR – KDV Flake Ice Machine Installation
Project Manager Name: Tony Yates
Phone: (502) 782-0338
Email:
Tony.Yates@ky.gov
Estimate:
$ 60,000.00
Estimated Length of Project:
28 (Substantial Completion) + 14 (Final Completion)
The work included consists of furnishing all labor, equipment, transportation, supplies, material, appurtenances and services necessary for the satisfactory installation of the complete project as specified in the Contract Documents.
Project Location: Gilbertsville
EKU Powell Student Center Renovation – Bid Package 1C – Colonnade Repairs
PROJECT DESCRIPTION:
Project consists of renovation of the Powell Student Union. The Powell Student Union is a three-story, 133,000 sf building. Built in 1971 and located in the center of
campus. The Powell building serves as a student union, and recreation facility. There is a
cafeteria located on the upper level and several retail food outlets in the lower level. The middle level contains mostly offices and gathering spaces. The renovation project will include removal of the cafeteria on the upper level and repurposing of the spaces.
In addition to Student activities such as meeting rooms, conference space, offices, and general gathering areas, the Powell Student Union will house the University’s bookstore, operated Barnes and Noble, and two retail food locations, operated by Aramark. The plan is to vacate
the building in December 2017, and begin renovations to the space that will allow Aramark to
open and operate the two retail locations by the beginning of the Fall Semester 2018. Aramark
will provide some fit-up of these spaces, but the University will be responsible for providing a
white box.
Construction Contract: Bids will be received for the following Work:
1. BID PACKAGE 1C – COLONNADE REVISIONS
WC01-A1 – DEMO (FOR INFORMATIONAL PURPOSES ONLY-NOT FOR BID)
WC01-B1 – GENERAL TRADES (FOR INFORMATIONAL PURPOSES ONLY-NOT
FOR BID)
WC01-G1 – MECHANICAL (FOR INFORMATIONAL PURPOSES ONLY-NOT FOR
BID)
WC01-J – MEMBRANE ROOFING
WC01-K – PAVERS
Project Location: Richmond, Kentucky
Bowling Green High School Addition/Renovation – Phase 1 – BP031 Concrete REBID
Please Note: Post Bid Add01 Rebids BP 031 Concrete ONLY
PROJECT DESCRIPTION:
The Bowling Green Independent Schools Board of Education will receive sealed bids for the Bid Package listed for the Bowling Green High School project.
No combination of Bid Packages will be accepted.
Project Location: Bowling Green, Kentucky
Housing Authority of Prestonsburg – Modernization Project
PROJECT DESCRIPTION:
Tree Removal, Tree Planting, Concrete Replacement, Flooring & Underlayment, and Electrical
Upgrades
Project Location: Prestonsburg, Kentucky
Martin County Fiscal Court – Contract No. 2 – Hollybush Water Storage Tank
PROJECT DESCRIPTION:
MARTIN COUNTY FISCAL COURT
Contract No.2 – Hollybush Water Storage Tank
Project No. 16038
Project Location: Inez, Kentucky
Martin County Fiscal Court – Contract No. 1 – Hollybush Water & Sanitary Sewer Extensions
PROJECT DESCRIPTION:
Contract No.1
HOLLYBUSH WATER AND SANITARY
SEWER EXTENSIONS
Project No. 16038
Project Location: Inez, Kentucky
RFB-226-18 DVA – Radcliff Veteran’s Center Overflow Parking
Project Manager Name: Butch Hatcher
Phone: (502) 782-0322
Email:
Butch.Hatcher@ky.gov
Estimate:
$316,435.00
Estimated Length of Project:
60 (Substantial Completion) + 30 (Final Completion)
The Radcliff Veterans Center Overflow Parking Lot is located along the entry drive of the Veterans Nursing Home in Radcliff, Kentucky at 100 Veterans Drive. The existing gravel lot will be overlaid with asphalt pavement and striped providing additional permanent parking for the facility. The concrete sidewalk provides an accessible route from the parking lot to the Administration Building. Work associated with this project consists of earthwork to establish finish grades, asphalt and concrete pavement, storm drainage, lighting and landscaping.
Project Location: Radcliff
Webster County Fiscal Court – Webster County Senior Center Project
PROJECT DESCRIPTION:
The project consists of the renovation / revitalization of the existing Webster County
EMS facility located at 68 North College Street, Dixon, Kentucky into a new senior center. The existing building area to be renovated is 2,596 sq. ft. and will also include a 1,840 sq. ft. building addition for a total building area of 4,398 sq. ft. In addition, the building will also feature a 326 sq. ft. covered drop off with canopy and a 399 sq. ft.
covered porch.
New mechanical, electrical and plumbing systems will be provided throughout both the
existing building renovation as well as the new addition. The existing asphalt entrance
apron / parking area and associated trench drain will be removed and contours modified
to grass and a sidewalk allowing access to the Senior Center and Audubon entrances
from the new ADA accessible parking spaces that will be added adjacent to the new
covered drop off area. The four existing overhead doors will be removed and replaced
with new aluminum storefront windows and wall construction. The existing roof trusses
and sheathing will remain and new roof construction will align with existing. A new metal
roof system will be installed over the entire building area including the new addition, drop
off canopy and covered porch.
The exterior veneer for the building will be a combination of fiber cement siding and
associated fiber cement trim boards with a manufactured stone wainscot and wainscot
cap. The covered porch will have a concrete slab with light broom finish and aluminum
guardrail system.
All demolition All aggregate (Material only supplied by Owner), and site utility relocation
will be performed by the owner and will not be included in the construction contract.
Project Location: Dixon, Kentucky
Louisville Metro Housing Authority – Roof Replacement for Parkway Place Maintenance Facility
Please note: Addendum 1 has changed the Bid Date!
PROJECT DESCRIPTION:
Work under this contract includes all labor, materials, equipment and related items of, removal of existing roof system, and providing a new roof system.
This work shall primarily
include, but is not limited to the following items;
• Proposal No. 1461 – Roof replacement
Project Location: Louisville, Kentucky
Louisville Metro Housing Authority – Trash Compactor Replacement
Please note: Addendum 1 has changed the Bid Date!
PROJECT DESCRIPTION:
Work under this contract includes all labor, materials, equipment and related items required to removal and disposal of existing trash compactors, cleaning of floors and walls in compactor rooms down to sound
degreased substrate, painting cleaned surfaces; installation of new trash compactor systems matching style and
operation of existing systems International Dynetics 12TR (12 in Avenue Plaza, and Dosker Manor Band C,
and 8 in Dosker Manor A); connection of all systems including replacement of elbow connecting chute and
compactor in Avenue Plaza; and Installing new electrical systems.
This work shall primarily
include, but is not limited to the following items;
• Proposal No. 1462 – Trash Compactor Replacement
Project Location: Louisville, Kentucky
Louisville Metro Housing Authority – 2914 Annie Avenue Renovation
PROJECT DESCRIPTION:
2914 ANNIE AVENUE RENOVATION
PROPOSAL #1465
Project Location: Louisville, Kentucky
RFB-225-18 Ross-Ferguson AML
Estimate:
$146,576.25
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
Deborah Ross: To arrive at this site in Boyd County, from Frankfort, take I-64 East to exit #179 (KY 67, Industrial Parkway, Wurtland/Greenup). Exit onto KY 67 heading north and go 0.8 mile. Turn left onto East Park Drive and go 0.5 mile. Turn left onto Straight Creek Road (unmarked, the turn is just before the Cintas parking lot) and go 1.5 miles. The Ross residence is on the hill on the left. It is a tan house with blue shutters. Lat. 38° 22’ 51.0”. Long. 82° 47’ 48.6”.
This complaint filed by Mrs. Ross on Oct 23, 2014, involves drainage problems that have developed over time from a previous AML slide reclamation project completed around 1985.
The drainage affecting the Ross home will be redirected into a newly constructed 8’ concrete block-tied mat ditch 640 feet in length to discharge the flow into the previously constructed gabion lined ditch leading down slope to the road side ditch along Straight Creek Road. There will be a 24” culvert 180 feet in length constructed to flow under the road and then discharge directly into Straight Creek. There will also be a 180 L.F. 8’ ECB ditch constructed to direct surface flow into a new 15” HDPE culvert to discharge into a natural ravine flowing down the slope on the north side of the Ross property.
Silt control methods (bales\fencing) will be installed along the slope parallel to these two ditches and also along the access road to be constructed from Straight Creek Road to the upper work area. Any tree removal required will follow the guidelines as stated on the drawings.
LARRY FERGUSON: To arrive at this site in Boyd County, from Frankfort, take I-64 East to exit #179 (KY 67, Industrial Parkway, Wurtland/Greenup). Exit onto KY 67 heading north and go 0.8 mile. Turn left onto East Park Drive and go 0.5 mile. Turn left onto Straight Creek Road (unmarked, the turn is just before the Cintas parking lot) and go approximately 2 miles. Turn left onto Moore Branch Road and travel 0.4 miles, Larry Ferguson residence will be on the left with slide area immediately behind the residence. N38° 23’ 9.8” W82° 48’ 9.2”.
Mr. Ferguson’s complaint involves a creeping slide located a short distance behind his home. This slide at times has restricted the flow in the small channel that exists between the residence and the slope, causing water to escape the channel and flow onto his property and under his home. Reclamation work at this site will be accomplished by constructing a gabion basket mat 12’ wide and 1’ thick in the channel bed with one basket 3’ high on the yard side, and two baskets 6’ high on the slope side for a length of 145 feet. A small amount of excavation on the slope will be done to accommodate the placement of the baskets, with Class II rock then placed between the baskets and the slope. Excavated material will be wasted on site or if necessary at the Ross project site located on Straight Creek Road nearby. There are two seepage areas on the slope that will be excavated to solid material and then filled with Class II rock. An 8 foot Concrete Block Tied Mat Ditch 64 feet in length will be constructed to catch water from these areas and direct the flow into a natural drain leading down to the stream channel below. Tree removal will follow guidelines as stated on the drawings. Silt control methods will be applied where needed throughout the project site. A temporary “low water crossing” will be constructed if needed.
A Boyd County Site Development Permit is required for the projects.
Project Location: Boyd