City of Beattyville – Sewer Rehabilitation Project – Contract 2
City of Beattyville – Sewer Rehabilitation Project – Contract 2
Installation of approx. 6,600 LF 8” gravity sewer line, manholes, and other appurtenances.
Installation of approx. 1,500 LF 8” cured-in-place pipe lining and post installation
televising.
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for BELLCASTLE ROAD STORMWATER IMPROVEMENTS.
Fairmount Road Pump Station Force Main Extension Phase 1
Fairmount Road Pump Station Force Main Extension Phase 1
Be Advised that the Pre-Bid Meeting, and Bid Date have been changed
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of Fairmount Road Pump Station Force Main Extension Phase 1 Contract No. 16474, Budget ID No. D18489, Drawing Record No.16474, Sheet No. 1-19, will be received at the office of MSD until Tuesday, March 2, 2021, Local Time, 11:00 AM, and will be publicly opened and read at that place and time. The public may attend the bid opening via Microsoft Teams web call (Call in number: 502-654-8113, Phone Conference ID: 579728578#.
Description and location of Project: The project provides for construction of new 14-inch force main that connects the existing 12-inch Fairmont Road force main to the existing 14-inch Radleigh force main, construction of new 14-inch force main that connects the existing Radleigh force main to a new manhole on the 12-inch Fairmont Road gravity sewer, construction of new 14-inch to 24-inch force main and valves at the Cedar Creek Water Quality Treatment Center (CCWQTC) that will redirect flow to the Pretreatment Building, and installation of two (2) new flow meters on the existing 20-inch and 30-inch force mains and appurtenances. Project is located at 9908 Fairmount Road and at the CCWQTC 8405 Cedar Creek Road. 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 via Microsoft Teams. (Call-in Number:+1 502-654-8113, United States, Louisville Phone Conference ID: 138 306 933#) at 10:00 A.M. Local Time, Monday, February 15, 2021. Bidders are encouraged to make a site visit immediately following the pre-bid meeting. Cedar Creek WQTC site visit will be available to perform a site review on February 22, 2021 from 10:00 A.M to 12:00 P.M. PPE and facemasks are required.
The Engineer’s Construction Cost Estimate for this project is between $ 350,000.00 and $ 500,000.00.
The bid documents will be available on Thursday, January 14, 2021, 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, P.E.. 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, David Johnson, P.E.
MSD SUPPLIER DIVERSITY MINORITY AND WOMAN BUSINESS ENTERPRISE PROGRAM POLICY AND PROCEDURES MANUAL (MBE/WBE PROGRAM) – FOR CONSTRUCTION CONTRACTS $150,000 AND GREATER for Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) subcontracting participation. Effective June 1, 2020, MSD has adopted and implemented the revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual, modifying the MBE and WBE participation goals on construction services and construction-related services, in accordance with the MSD Disparity Study (Study). The Study provided the factual predicate for MSD to establish new MBE and WBE goals in MSD contracting. The MSD MBE\WBE Program modified subcontracting goals are listed below:
If selected as applicable below, the Contractor must subcontract at least 18.0% of the total amount of the Contract Bid price to certified African American minority-owned businesses, at least 2.0% of the total amount of the Contract Bid price to certified Asian-Indian American minority-owned businesses, and at least 15.0% total amount of the Contract Bid price to certified Caucasian Female businesses. If the Contractor is unable to meet the goals, they must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) – see MSD MBE/WBE Program – Construction Subcontracting Goal Documents and Forms at https://louisvillemsd.org/SupplierDiversity/forms
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Project Manager,
Meskerem Eshetu.
MSD SUPPLIER DIVERSITY PROGRAM: Applicable
The revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) is effective June 1, 2020. If selected as applicable above, the goals are as follows:
18.0% MBE – African American, 2.0% MBE – Asian-Indian American and 15.0% WBE – Caucasian Female participation respectively required for this project.
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
MSD BID DISCOUNT: Applicable
This MSD construction project is bid and advertised as:
Construction Services: Yes Construction-related Services: No
LOCAL LABOR COMMITMENT PREFERENCE: No
COMMUNITY BENEFITS PROGRAM 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.
This scope of work is intended to modernize and improve the Commonwealth Office of Technology’s mechanical systems and associated systems with the intention of providing an effective and operable system for the next 40 years of operation in the building. The project is centered around demolition of existing pneumatic controls and air terminal devices and replacing with modern digital controls and variable air volume air terminal units. Additional necessary upgrades and replacements will occur at the primary system air handling units including equipment replacement and controls upgrades.
Additional work in this scope includes replacement of ceiling systems on the first and second floor to provide for improved service access to mechanical equipment, new light fixtures in the new ceiling system and adjusted fire protection sprinkler system piping to meet new architectural ceiling requirements.
The project consists of adding 15 welding stations to the existing Collision Bay. A new electric panel and transformer will be fed from the existing electrical service.
This project consists of the replacement of one (1) existing dual deck multi-two air handling unit, one (1) associated in-line return air fan and one (1) general wall mounted exhaust fan. Project to include return air ductwork replacement and miscellaneous piping modifications and existing piping insulation replacement. Project to include all electrical work related to demolition of the existing HVAC equipment and the installation of new HVAC equipment. Project to include miscellaneous plumbing work including piping insulation.
Project consists of overhaul of one existing eight-stop traction elevator. This includes removal and replacement of hall frames and doors, limited replacement of CMU shaft wall, replacement of cab finishes and doors, replacement of elevator controls and controller, replacement of elevator motor. Additionally, project includes painted wayfinding graphics at the elevator core and matching graphics on two stair cores, on all floors. MEP – Provide new 1-ton split system for conditioning of the traction elevator machine room. Provide thermostat, condensate pump, refrigerant piping, insulation, and BMS control per drawings and specifications. Provide new wiring in existing conduit from existing switchgear for new elevator motor. Provide electrical connections to new mechanical equipment. Provide new lighting in the machine room and elevator pit. Provide new smoke detectors and fire alarm pull stations. Provide new security cameras in lobby and in elevator cab.
This project includes demolition of a gas-fired make-up air unit and water source heat pump. One new DOAS (dedicated outside air system) unit will be installed immediately outside the building. All new equipment will be integrated into the existing building automation system.
Erect an 8’ (width) x 44’ (minimum length) elevated modular office/control room in an existing
high-bay laboratory for the University of Kentucky, College of Agriculture. This elevated
office/control room will be constructed inside room 151 of the C.E. Barnhart Building on UK’s
Main Campus.
This project includes the installation of approximately 57,250 sf. Of new roofing on selected decks of buildings 4, 6 and 17 at Bluegrass Station in Lexington, Kentucky. There are no known asbestos materials requiring removal or abatement. Existing modified built-up roofing shall remain except on several decks this shall be removed to deck. Existing wet insulation shall be replaced and has been located and documented. There may be some minor wood deck repair utilizing unit costs. New roofing shall consist of fully adhered 60 mil. Single ply TPO membrane roofing over new mechanically attached cover board. Existing sheet metal flashing will be re-used and supplemented with matching new metal where required. New gutters and downspouts are included. Roofing shall include 20- year no dollar limit warranty. This contractor shall include an allowance indicated for concealed repairs.
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the Wolf Run Trunk Sewers D & E project. The proposed Wolf Run trunk D
will include the replacement and installation of approximately 305 linear feet of 36-inch
diameter sewer, 2,400 linear feet of 30-inch diameter sewer, 120 linear feet of 12-inch
diameter sewer, and appurtenant structures. The proposed Wolf Run Trunk E will include
the replacement and installation of approximately 3,250 linear feet of 27-inch gravity
sewer, 1150 linear feet of 24-inch gravity sewer, 130 linear feet of 18-inch gravity sewer,
200 linear feet of 10-inch gravity sewer, 50 linear feet of 8-inch gravity sewer, and
appurtenant structures.
Estimate:
$ 51,475.00
Estimated Length of Project:
(Substantial Completion) + 40 Calendar Days (Final Completion)
The Mark Riddle Phase II HP AMLRP site is located at 401 Fourmile Road in Boyd County, KY at coordinates N 38° 18′ 49.58″, W 82° 44′ 5.88″. The front foundation of the Riddle home is settling due to poor sub surface conditions. It has caused the walls, particularly in the front of the home to begin cracking on the outside (brick) and inside (drywall); also the front door is slightly out of square which is causing the door not to open and shut properly. Work has been done on/near this site previously by OSM (circa 2008) and AML (circa 2010 & circa 2019).
To abate this problem, a series of 15″ diameter holes will be drilled up to 25 feet deep on an incline to exposes voids beneath the footing at locations depicted and as determine by the ENGINEER. The holes & voids will be filled with non-formed and finished concrete.
Due to the unknown volume of concrete required to fill the void(s), concrete orders will be three cubic yards ordered (one at a time) to eliminate the risk of large overages. Every reasonable effort should be made to use all concrete delivered within this scope of work; however, due to the nature of this effort, some excess concrete (3 cubic yards maximum) may be placed within the construction limits as directed by the ENGINEER.
Formed and finish concrete is setup to repair in kind, any existing concrete disturbed due to normal construction activities.
Earthwork is setup to waste the drill-tailing on site waste area.
Roadway stone and dense grade are setup to create a temporary work platform & access. Filter fabric and bi axial geogrid is setup to place beneath the aggregate to enhance bearing capacity for equipment.
The driveway is not to be disturbed and will not be used for access, except for one area (15-foot width) to cross into the front yard.
Two on site waste areas are setup, and both have been previously disturbed. Residential seeding is setup to revegetate all disturbed areas.
Estill County Water District 1 – Water Systems Improvements Ph 11 – Zone Meter & River Crossing Installation Re-bid
Estill County Water District 1 – Water Systems Improvements Ph 11 – Zone Meter & River Crossing Installation Re-bid
The work to be bid is described as follows:
CONTRACT 371-20-01
Water System Improvements, Phase 11—Installation of 17 zone meters on
existing lines, telemetry upgrades and replacement of 4 stream crossings via directional drilling.
THIS PROJECT WILL BE TO REPLACE EXISTING PACKAGED-RTU HVAC UNITS AT BRJDC. REMOVE EXISTING RTU’S AND INSTALL NEW RTU PACKAGED UNITS, AS INDICATED IN THE DESIGN DRAWINGS. NEW PROGRAMMABLE THERMOSATS FOR ALL NEW AND EXISTINF RTU’S @ BRJDC. SEE DRAWINGS FOR ADDITIONAL INFORMATION. NO ADDITIONAL SQUARE FOOTAGE IS PLANNED. NO WALLS ARE BEING REMOVED OR RELOCATED. THE EXISTING GAS ENTRY IS BEING MODIFIED BECAUSE OF PRESSURE ISSUES AND THIS IS PART OF THE OVERALL WORK SCOPE.
ELECTRICAL & PLUMBING WILL INCLUDE RECONNECTION OF EXISTING GAS & ELECTRICAL TO NEW RTU’S OR INSTALL NEW AS INDICATED IN THE DESIGN DRAWINGS. CARE SHALL BE TAKEN TO NOT DAMAGE ANY ROOF MATERIAL.
THIS BUILDING IS UNDER HIGH SECURITY AT ALL TIMES. CONTRACTORS WORKING IN THESE BUILDINGS MUST ADHERE TO SPECIAL CONDITIONS DESCRIBED IN THE SPECIFICATIONS. RESIDENTS WILL NOT BE PRESENT IN BUILDING DURING THE WORK PERIOD. ALL MATERIALS SHALL BE DELIVERED PRIOR TO START OF WORK TO REDUCE OWNER’S TIME FOR RELOCATION OF RESIDENTS.
City of Somerset – Haley Street and Walnut Street Sanitary Sewer Pump Station Replacements
City of Somerset – Haley Street and Walnut Street Sanitary Sewer Pump Station Replacements
The primary scope of work includes the installation of approximately 1,015 LF of 4-inch force
main, approximately 22 LF of 10-inch gravity sewer, approximately 38 LF of 8-inch gravity
sewer, two (2) sanitary sewer manholes, two (2) duplex pump stations and valve vaults, and
related appurtenances.
The project consists of removal of existing shingle and Modified Bitumen roofing systems, installation of new asphalt shingle and modified bitumen roofing systems over existing building, miscellaneous minor repairs to roof edge condition, and roof edge drainage systems as follows:
1. Remove existing asphalt shingles and underlayment to decking.
2. Remove selected areas of existing gutters, downspouts, and metal roof trim.
3. Remove existing modified bitumen, flashings and insulation to decking
4. Remove selected areas of scuppers, water heads, downspouts and metal roof trim
5. Install new vented composite nail base.
6. Install new underlayment, including ice and water shield.
7. Install new 40-year, asphalt shingles.
8. Install new insulation system, taper as required
9. Install new modified bitumen roof system
10. Install new metal components.
11. Install new prefinished galvanized steel gutters, downspouts, and trim.
12. Install new PVC storm drain below grade and connect to existing downspouts with cast iron boots.
The project is to be a new maintenance garage for the Kentucky Transportation Cabinet, District 8. The 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 exposed 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 work to be performed includes the replacement of the concrete pool deck, pool filtration equipment and associated pool tank repairs in efforts to reopen the facility, as outlined within the bidding documents. Refer to the drawings and specification for full scope of work.