The elevator shaft addition was constructed in 1983, while the connection addition was constructed in 1965. There is no data for when the original building was constructed but the extents of the original building are not within this project area. There are currently signs of differential settlement within the elevator addition and the adjacent stair well shaft. This project will include excavating the soil next to the south wall of the elevator shaft, and installing 3 micropile adjacent to the concrete stem wall. After the micropiles are installed, a concrete grade will be constructed to connect the existing stem wall construction to the micropiles for support. After the installation of the micropiles and grade beam, the area will be backfilled with appropriate fill per the earthwork specification. After the foundation repair is complete, the rest of the project includes tuck pointing brick veneer, replacing expansion joints in masonry walls and concrete slabs, removing and re-caulking wall to adjacent interfaces, and stabilizing beam bearing pockets.
This project is for the construction of a 60’-3″ long x 60-0″ wide x 10’ high, reinforced concrete walls 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 Master Agreement upon completion of the footing and walls. See Scope of Work for additional information.
This project will make electrical upgrades to an existing storage room in the Northern Kentucky Youth Development Center to be used as a carpentry classroom. No walls or doors are being altered. There are existing exit doors from this room directly to the exterior. Electrical powered tools will be set in place by owner, requiring new receptacles. The class size will be for approximately 4 to 6 students and instructor. Work consists of painting, concrete floor cutting and patching, upgrading existing electrical service from existing electrical panel in adjacent room in the building. New electrical receptacles and lights will be required. There will be a new exhaust system. Contractors are to be aware this is a secured detention facility, consequently control and limited access is absolutely necessary and needs to be accounted for in the daily and weekly work schedules. The existing exterior doors to this room will be utilized by workmen entering the workspace. The existing interior door to he corridor will remain locked by owner. This is a 642 square foot room in a 28,000 sf. Building. There are no changes or modifications planned to existing walls or openings.
Martin County Board of Education – Eden Elementary School Canopy & Roof Replacement
Martin County Board of Education – Eden Elementary School Canopy & Roof Replacement
PROJECT DESCRIPTION:
The scope of work includes the replacement of the existing rubber roof membrane with liquid applied roofing, and the installation of a new canopy at the bus drop off area behind the school.
City of Radcliff – Intersection Reconstruction for US31W at Centennial Avenue
City of Radcliff – Intersection Reconstruction for US31W at Centennial Avenue
PROJECT DESCRIPTION:
The scope of work is to reconstruct the intersection of Centennial Avenue and US 31W (Dixie Highway). Work to be performed will include reconstruction of approximately 1000 Feet of US31W and to reconstruct turn lanes associated with the future intersection with the new Centennial Connector Road. Reconstruction of the traffic signal US 31W and Centennial Avenue will be an alternate part of the project to be considered for inclusion in the project per direction from the City of Radcliff.
Knott County Transit Facility – Sanitary Sewer and Waterline Relocation
Knott County Transit Facility – Sanitary Sewer and Waterline Relocation
PROJECT DESCRIPTION:
Furnishing of all labor and materials to complete the Sanitary Sewer and Waterline Relocation Package for the Knott County Transit Facility Project
Housing Authority of Pikeville – Request for Qualifications for Architectural/Engineering Services
Housing Authority of Pikeville – Request for Qualifications for Architectural/Engineering Services
Please Note: Addendum 1 has changed the Bid Date
This RFQ is for Architectural/Engineering Services Only
PROJECT DESCRIPTION:
The Housing Authority of Pikeville is seeking Qualifications for an architectural firm to
serve as Architect/Engineer of Record for Fairview Court located in the City of Pikeville, KY as needed for projects on an “as is” basis. Fairview Court is an existing public housing community of 88 units. Services will be for the redevelopment or rehabilitation
of real property. If work performance is acceptable, contract can be extended for an additional four years.
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 July 1, 2018. At which time the General Contractor for Phase 2 JCTC AMIT New Construction will assume maintenance of construction fencing. Coordinate closing of sidewalks with city officials.
Implementation of traffic control devices including Jersey barriers, signage, and First Street temporary lane re-striping. Leasing of Jersey barriers to be by the General Contractor of this work until July 1, 2018. At which time the General Contractor for Phase 2 JCTC AMIT New Construction work will assume leasing and responsibility of Jersey barriers. Coordinate implementation with city officials.
Demolition of existing 746 South First Street, JCTC office/storage building complete with the exception of the concrete first floor slab, partial basement, foundations and footings. The concrete first floor slab, partial basement, foundations, and footings to be removed under separate contract during Phase 2 JCTC AMIT New Construction.
Demolition of existing 736 South First Street residential structure complete including any and all on grade and below grade floor slabs/pavers, basements, foundations, and footings. Fireplace grates and mantels to be SALVAGED and delivered to the owner’s storage facility approximately two miles from the project site. Final storage location to be determined by Owner. Engineered 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 remaining residential structure and property directly adjacent to the project site.
Demolition of existing billboard directly adjacent to the 746 South First Street structure complete to the concrete foundations. The billboard’s concrete foundations to be removed under separate contract during Phase 2 JCTC AMIT New Construction. 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 project property lines including natural gas, sanitary sewer, domestic water, and cable television. Portion of electrical supply to the site to remain in place for future on site construction activities in Phase 2 JCTC AMIT New Construction.
Digging of test trenches to determine general below grade conditions of the site. Test trench locations and depths indicated on drawings. This work will require observation of both the Special Inspector (S&ME) and the Geotechnical Engineer (GEM Engineering) to determine conditions of existing strata. Digging of test trenches will require the onsite coordination of the Special Inspector and Geotechnical Engineer. Once examination of test trenches by the Special Inspector and Geotechnical Engineer are complete the General contractor to back fill all test trench locations. Engineered fill will NOT be required in these locations. Once backfilling is complete cap all test trench locations with DGA.
An Environmental Assessment and Property Management Plan by Linebach Funkhouser have been included in the specifications. Based on the depth of excavation and demolition it is not anticipated that any contaminated soils will be encountered but provisions are attached in the event contaminated soils are exposed during demolition of structures and/or excavation of test trenches.
WB Harlan Memorial Library – Elevator Addition & Renovations – Monroe County Public Library
WB Harlan Memorial Library – Elevator Addition & Renovations – Monroe County Public Library
PROJECT DESCRIPTION:
The Project consists of the
construction of an approximately 1,280 SF, Two Story addition including new elevator and accessible male + female toilets on each level. The existing second floor and stairways will also be
renovated. Minor finish renovation on the first floor will occur as well. The current existing parking lot
will be modified and some additional pavement is to be provided. 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 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, site lighting and landscaping.
Paddy’s Run Flood Pump Station Access Road Project
Paddy’s Run Flood Pump Station Access Road Project
Description and location of Project: This project will consist of construction a new access road and an extension, realignment, and regrading of the existing access road to the Paddy’s Run Flood Pump Station located at the far west of Bells Lane in west Louisville, KY. Other site improvements include installation of 6′ chain link fence, chain link swing gates (two 6′ x 11′ gates), s&f headwall, new hatches for equipment, 18″ RCP (72 L.F.), and extension of existing 12″ concrete pit walls approximately 5.5′.
18-08 / South 4th Street Area Lead Service Renewals
18-08 / South 4th Street Area Lead Service Renewals
Louisville Water Company is requesting Bids for the renewal of lead services on 1st Street, 3rd Street, 4th Street, 5th Street, 7th Street, 8th Street, 9th Street, 10th Street, 12th Street, Belgravia Court, Bloom Street, Brandeis Avenue, Brook Street, Eutropia Court, Gaulbert Avenue, East Hill Street, West Hill Street, Lee Street, Levering Street, Magnolia Avenue, Mix Avenue, Ouerbacker Court and St. James Court. Design information indicates a total of 156 customer service renewals, 25 customer service discontinues and 122 meter exchanges.
Housing Authority of Danville – Latimer Heights Sanitary Sewer Replacement
Housing Authority of Danville – Latimer Heights Sanitary Sewer Replacement
Work will include the following:
HOUSING AUTHORITY OF DANVILLE – CFP 501-17
LATIMER HEIGHTS SANITARY SEWER REPLACEMENT
AMP 201 – LATIMER HEIGHTS KY 14-08
City of Frankfort Sewer Department – Flow Monitoring Services RFP
City of Frankfort Sewer Department – Flow Monitoring Services RFP
PROJECT DESCRIPTION: The Frankfort Sewer Department is currently seeking Proposals to
provide Flow Monitoring Services for a network of thirteen (13) flow monitors. The contract
services are to be applied in the combined system and will include flow monitoring of the sewer system. Further, the flow monitoring data collected will be used in the combined sanitary sewer
system model under development by the Frankfort Sewer Department. Contract services shall
consist of comprehensive database management for sewer system flow data to include at a minimum, the collection, analysis, storage, retrieval and reporting of flow data, as required by the
City. This flow monitoring effort shall be conducted for three (3) consecutive months.
The Scope of Services shall include, but may
not be limited to, the following:
1. Site Investigation and Installation of temporary flow monitoring devices.
2. Project Management of data collection.
3. Operation and maintenance services of flow monitoring devices.
4. Database management for sewer system flow data.
5. Quality control of sewer system flow data.
6. Data review and analysis of sewer system flow data.
7. Removal of flow monitoring devices upon project completion and site restoration.
Lexington Convention Center – RFQ for Prequalification of General Contractors
Lexington Convention Center – RFQ for Prequalification of General Contractors
This RFQ is for General Contractors Only
PROJECT DESCRIPTION:
Request for Qualifications: Prequalification of General Contractors
seeking to bid on Lexington Convention Center Replacement
and Rupp Arena Modifications in Lexington, Kentucky
PROJECT DESCRIPTION:
The Intent of this project and specifications is for the contractor to provide a fully operational and code
compliant renovation and modernization of the elevator in Dickey Hall. The contractor shall bid and
construct the project based on and satisfy all applicable requirements of the current national, state and
local codes and safety regulations including the ASME 17.1 2007 Edition, environmental requirements
and current requirements of the Kentucky State Elevator Code and Inspection Department.
Louisville Water Company is requesting Bids for the renewal of lead services on Ash Street, Bergman Street, Boyle Street, Brandeis Avenue, Burnett Avenue, Charles Street, Clarks Lane, Delor Avenue, Dixon Avenue, Eastern Parkway, Eigelbach Avenue, Forrest Street, Goss Avenue, Hickory Street, Hoertz Avenue, Keswick Blvd, Lansdowne Avenue, Lee Street, Lydia Street, Marret Avenue, McHenry Street, Milton Street, Minoma Avenue, Morgan Street, Mulberry Street, Parkway Drive, Pindell Avenue, Poplar Level Road, Preston Street, Rawlings Street, Samuel Street, Shelby Street, Sylvia Street, Texas Avenue and Woodbine Street. Design information indicates a total of 218 customer service renewals, 11 customer service discontinues and 188 meter exchanges.
Paintsville Independent Schools – Paintsville High School Gym Renovations & Addition
Paintsville Independent Schools – Paintsville High School Gym Renovations & Addition
Please Note: Addendum 5 has changed the Bid Date
PROJECT DESCRIPTION:
The work of this project consists of items below
Renovations and additions of Paintsville High School gymnasium and 3rd Street Entrance of PHS will include
the following:
1. High School Re-roofing
2. General Construction for Dressing Rooms
3. Gymnasium Renovations
City of Nicholasville – Jessamine South Elkhorn Water System Interconnect
City of Nicholasville – Jessamine South Elkhorn Water System Interconnect
PROJECT DESCRIPTION: The project consists of the following general scope of work:
Installation of approximately 2,150 linear feet of 12-inch water transmission main, one booster pump
station, one master meter vault, and related appurtenances.
PROJECT DESCRIPTION: Louisville Metro Government is currently accepting bids for Des Pres Park Sport Court
Construction.
The construction of all-weather sport courts and including the sport court base, asphalt leveling
and asphalt surface courses, net post, center anchor, and sport court net installations, acrylic
resurfacer applications, acrylic color coat applications, and installation of the sport court
playing lines.
RFB-151-18 Rough River Dam State Resort Park Pool Upgrades
RFB-151-18 Rough River Dam State Resort Park Pool Upgrades
Project Manager Name: Tony Yates
Phone: (502) 782-0338 Email:
Tony.Yates@ky.gov
Estimate: $222,000.00
Estimated Length of Project: May 15, 2018 (Substantial Completion) + 30 (Final Completion)
Extended Project Description: The project addresses the main pool and wading pool at the lodge. The description/summary of the repairs follows:
1) REPLACEMENT OF GATE HINGES/CLOSURES AND REPAIR RAILING POSTS: Replace the gate hinges, closures and latches on four (4) entry gates at the pool facility and repair the posts of a railing along access steps to the pool facility.
2) MAIN POOL MODULATING VALVE REPLACEMENT; The contractor shall remove the existing modulation valve which regulates the discharge of main pool water into the surge tank.
3) REPAIR AND EPOXY COAT POOL SHELL: The surface shall be prepared for the new epoxy coating system by removing all paint and loose material by sandblasting and/or other approved mechanical means. All cracks and joints in the shell will be repaired and patch material applied to provide a solid smooth surface for the epoxy coating. Slight cracks that are too large to be filled by the epoxy coating system shall be repaired with patching compound. Smooth walls and taper as required for the in-pool lights. Replace sealant between the stainless steel gutter and the pool wall.
4) DECK EXPANSION JOINT REPAIR: Approximately 1200 linear feet of expansion joints and approximately 400 linear feet of saw cut expansion control joints on the pool deck and the pool stainless steel gutter shall be cleaned and new joint sealant installed.
5) VENTILATION FAN. Replace the mechanical room in-line fan and ductwork.
6) SKIMMER WEIRS. Replace the weir on both the wading pool skimmers.
7) REPLACE BOTH POOL FILL VALVES. Replace the wading pool potable water fill valve and replace the main pool potable water fill valve, valve box and fill pipe.
Work of the Project includes replacement of a packaged air-cooled chiller serving areas of the Vocational Day Treatment Building at the Kentucky Children’s Home located at 8711 Lagrange Road, Louisville, Kentucky 40242.
1. Demolition of existing air cooled packaged chiller.
2. Installation of a packaged air cooled chillers and piping.
3. Modifications to an existing temperature control system.
4. Electrical wiring of HVAC equipment.
5. Coordination with Water Test and Balance performed under separate contract.
