CCK-2185-17 TP Cooper Building to WH Cancer Center – Condensate Line Replacement
CCK-2185-17 TP Cooper Building to WH Cancer Center – Condensate Line Replacement
Please Note: Addendum 3 has changed the Bid Date
PROJECT DESCRIPTION:
REMOVE EXISTING P.D.R. IN 16″ CONDUIT BETWEEN COOPER DAIRY STEAM PIT AND WOMEN’S
CANCER BUILDING STEAM PIT. INSTALL NEW 8″ P.D.R. IN SAME LOCATION. REPAIR ALL SURFACES
TO ORIGINAL CONDITIONS.
COORDINATE OUTAGES WITH UNIVERSITY CONSTRUCTION MANAGER, PPD UTILITIES DEPT AND
BUILDING OPERATORS.
CCK-2184-17 Dimock Animal Pathology & Kelley Hall – Underground Condensate Line Replacement
CCK-2184-17 Dimock Animal Pathology & Kelley Hall – Underground Condensate Line Replacement
Please Note: Addendum 3 has changed the Bid Date
PROJECT DESCRIPTION:
THIS PROJECT DISCONNECTS THE CURRENT 3” MPS SUPPLY PIPE TO THE CROOKED VAULT, IS
LOCATED IN THE PARKING LOT NW OF THE KELLEY BUILDING. AN EXISTING 8” HPS LINE WILL BE
RE-ROUTED THROUGH THE PUMP PIT NORTH OF THE KELLY BUILDING. FROM THIS PUMP PIT, A
NEW 3” HPS LINE WILL BE ROUTED INTO THE CROOKED VAULT. THIS 3” HPS PIPE WILL BE THE
NEW SUPPLY SOURCE FOR THE KELLEY HALL AND DIMOCK ANIMAL PATH BUILDING STEAM
SUPPLIES. THE EXISTING STEAM SUPPLY LINES FROM THE CROOKED VAULT TO KELLEY HALL
AND THE DIMOCK ANIMAL PATHOLOGHY BUILDING WILL BE REPLACED. THE EXISTING PUMPED
CONDENSATE RETURN LINES FROM THE ANIMAL PATHOLOGY BUILDING AND KELLEY HALL INTO
THE CROOKED VAULT WILL ALSO BE REPLACED WITH NEW PIPES.
COORDINATE OUTAGES WITH UNIVERSITY CONSTRUCTION MANAGER, PPD UTILITIES DEPT AND
BUILDING OPERATORS.
Work of the Project includes replacement of certain HVAC equipment serving areas of
the CPTU Building at the Kentucky State Reformatory located at 3001 West Hwy 146,
LaGrange, Oldham County, Kentucky. Demolition of existing HVAC systems (by
Owner). Installation of packaged air cooled chiller, cooling coils and piping.
Modifications to existing air handling systems. Installation of temperature control
systems. Electrical wiring of HVAC equipment.
This project consists of the replacement of the existing HVAC system serving this facility with a new HVAC system. The existing HVAC system to be demolished consists of air handling units with hot water and chilled water coils. Heating hot water is provided by gas fired boilers and chilled water is provided by a water chiller with an exterior air-cooled condensing unit. The new HVAC system shall consist of high-efficiency gas fired furnaces with DX cooling coils and associated high efficiency condensing units. Energy recover ventilators will be utilized to provide outside air to the facility. All electrical work related to the demolition of existing HVAC systems and the installation of new HVAC system will be a part of this project. DDC controls and interface with the existing Niagara Framework frontend on the Kentucky State Police campus has been eliminated from the project and replaced with conventional electronic stand-alone controls. Existing supply, return and exhaust air ductwork and related diffusers and grilles within each the dorm wing (3 total) are to remain in place and be cleaned.
PROJECT DESCRIPTION: A price contract to furnish all labor, material and necessary equipment for Roadway
Maintenance & Improvements for Louisville Metro Government’s need for a twelve (12)
month period, per the departmental specifications.
Go to https://louisvilleky.bonfirehub.com/portal for additional information.
City of Frankfort – Sewer Department Pipe Storage Building REBID
City of Frankfort – Sewer Department Pipe Storage Building REBID
PROJECT DESCRIPTION: The City intends to issue a contract providing for the complete construction installation
and pre-engineering of a new, free standing 60’ x 120’ pipe storage building. The
Contractor shall review existing conditions prior to bid, provide matching or similar type
metal roof, wall and structure systems of structural steel or structural wood frame as other
existing metal buildings onsite. Contractor shall be responsible for all work from
beginning to end of construction to include but not be limited to: Permitting and
Kentucky Building Code compliance and Plan Review, all site work and grading,
concrete paving, surveying, excavating, checking underground utilities locations,
coordinating for tie-in to existing to remain roads and sidewalks. Provide complete preengineered
concrete foundation, metal panel building structure, details, gutter and
downspouts, finish grading and details for complete scope of work.
PROJECT DESCRIPTION:
THIS PROJECT RENOVATES THE FORMER ST. CLAIRE STUDIO AT 2640 SPURR ROAD,
LEXINGTON, KY. THE RENOVATIONS INCLUDE BUILDING ADDITIONAL SOUND PROOF BROADCAST
BOOTHS, A NEW SOUND PROOF CONTROL ROOM, AND REVISING THE HVAC AND LIGHTING AS
NEEDED. MAINTAINING A HIGH LEVEL OF SOUND PROOFING IS MANDATORY AND NEW
CONSTRUCTION AND EQUIPMENT MUST MEET ORIGINAL (EXISTING) SOUND TRANSMISSION
CLASSIFICATION (STC) OF THE BUILDING. INSTALLATION OF A NEW RADIO TOWER BASE,
EQUIPMENT BUILDING AND ASSOCIATED SITE WORK IS INCLUDED IN THIS PROJECT BUT WILL BE
AN ALTERNATE BID (SEE BELOW). THE EXTERIOR WALL OF THE NEW CONTROL BOOTH (ROOM #
120B) MUST MEET THE SAME LEVEL SOUND RATING AS ORIGINAL CONSTRUCTION.
ADD ALTERNATE 1: TRANSMISSION TOWER AND FOUNDATION AND STORAGE BUILDING
FOUNDATIONS ARE INCLUDED IN ALTERNATE #1
Estimate:
$ 70,435.00 Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The proposed project (approximately 13.6 acres total) consists of portal closures and drainage control reclamation in Floyd County. The project area is located on the United States Geological Survey (USGS) 7.5’ McDowell quadrangle (see the attached project and site maps).
The May McKinney Site consists of closing 3 portals behind the McKinney residence, constructing a concrete bag wall along a tributary bank, and installing drainage controls around the home. The site is located at 770 Ned Fork Road, near the community of McDowell, KY. The project area is centrally located at N 37° 25’ 20.80”, W 82° 41’ 36.90”. To reach the site from the AML Prestonsburg office, turn right onto S. Lake Drive (SR 1428) for 0.2 miles. Turn right onto KY 302/Watergap Road for 2.6 miles. Continue straight and road becomes KY 80. Follow KY 80 for 8.2 miles. Turn left onto KY 680 for 6.2 miles. Turn right onto KY 122/KY 1929 for 2.5 miles. Turn left onto Ned For Road for 0.75 miles. McKinney residence is on the right.
Reclamation work consists of closing 3 open portals and backstowing each portal, clearing trees and shrubs from the existing highwall, and installing 270 L.F. of subdrain, and installing a 50 L.F. of a 4’ high, concrete bag wall along the existing tributary bank. A temporary access road will not be constructed; the existing driveway off Ned Fork Road will provide access. The waste material generated during project work will first be used on site for the earth berm located in the project boundaries. The secondary waste area is located at N37° 27′ 37.7”, 82° 45′ 9.8”W, also located within the project boundaries.
During the process of these construction activities, trees over 5 inches in diameter at breast height will have to be removed in the AML problem area and to install drainage controls. A sediment and erosion control program, consisting of such measures as constructing hay bales/silt fence to be maintained throughout the life of the project and prompt re-vegetation using agricultural limestone, fertilizer, seed, and mulch will be implemented on all areas disturbed by this project.
Entry to the work areas will be accessed by the county road, residential driveways, and residentially maintained yards. The entire project work area slated for any excavation has been previously disturbed by any or all of the following: coal mining operations, including mine drainage, timber operations, gas/oil well development, residential development, road construction, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
CCK-2150-17 Pav A PACU & Surgery Phase 1-3A – 2402.7
CCK-2150-17 Pav A PACU & Surgery Phase 1-3A – 2402.7
Please Note: Addendum 1 suspended the Original Bid! Please Note: Addendum 2 re-activated this bid.
Please Note: Addendum 3 has changed the Bid Date.
PROJECT DESCRIPTION:
This package involves the Fit-Up work for the Phase 1G Surgery Phases 1-3a and PACU. The work will be performed under contract with the Construction Manger, Turner Construction Company.
Separate bids for this project shall be submitted for the following work categories:
Surgery Phases 1-3a and PACU – BP-01
TC-062 – General Trades
TC-063 – Doors and Hardware
TC-064 – Drywall and Ceilings
TC-065 – Flooring
TC-067 – Painting
TC-068 – Fire Protection
TC-069 – Mechanical/Plumbing
TC-070 – Electric and Technology
Estimate:
$135,015.00 Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed project (approximately 23.6 acres total) consists of drainage controls and slope stability reclamation in Perry County. The project area is located on the United States Geological Survey (USGS) 7.5’ Hazard North quadrangle (see the attached project and site maps).
The Katrina Neace site consists of installing drainage controls and slope stability structures behind the Katrina Neace residence. The site is located at 60 Woodside Lane (15 mile Road), near the community of Hazard, KY. The project area is centrally located at N 37° 21’ 36.90”, W 83° 41’ 19.60”. To reach the site from Hazard, travel north on KY 15 for 8.5 miles. Turn right onto KY 1067 (Fifteen Mile Road). Go approximately 2.2 miles and turn left on Woodside Lane. The Neace residence is the second house on the right at the top of the hill.
Reclamation work consists of installing 610 L.F. of ditch work (550’ is existing) behind the Neace residence, outletting into the 15 Mile Creek. A 75 L.F. long, 9’ high non-reinforced block wall will be installed behind the Neace residence for slope stability.
The existing driveway will provide sufficient access. The driveway will be replaced as needed during construction. The waste material generated during project work will be hauled to an offsite location specified on the project plansheet. It is centrally located at N 37° 18’ 42.9”, W 83° 11’ 46.42” on Harveyton Road.
During the process of these construction activities, trees over 5 inches in diameter at breast height will have to be removed in the AML problem area to install drainage controls and slope stability structures. A sediment and erosion control program, consisting of such measures as constructing hay bales/silt fence to be maintained throughout the life of the project and prompt re-vegetation using agricultural limestone, fertilizer, seed, and mulch will be implemented on all areas disturbed by this project.
Entry to the work areas will be accessed by the county road, residential driveways, and residentially maintained yards. The entire project work area slated for any excavation has been previously disturbed by any or all of the following: coal mining operations, including mine drainage, timber operations, gas/oil well development, residential development, road construction, and/or high velocity water flows associated with heavy rain events and flooding. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
TC – A – Sitework
TC – B – Drilled Piers
TC – C – Concrete Foundations
TC – D – Masonry
TC – E – Structural Steel
TC – F – General Trades
TC – G – Casework/Millwork
TC – H – Waterproofing/Caulking
TC – I – Roofing
TC – J – Metal Wall Panels
TC – K – Doors/Frames/Specialties
TC – L – Aluminum/Glass & Glazing
TC – M – Gypsum Assemblies & Ceilings
TC – N – Tile and Terrazzo
TC – O – Carpet and Res. Flooring
TC – P – Ornamental Railings
TC – Q – Painting and Wall Covering
TC – R – Food Service Equipment
TC – S – Window Treatments
TC – T – Elevators
TC – U – Plumbing and Mech
TC – V – Fire Protection
TC – W – Electrical
TC – X – Communications
TC – Y – Ornamental Fencing
TC – Z – Landscaping
PROJECT DESCRIPTION:
This project consists of a new Baseball Stadium with over 2000 fixed seats, 40 Loge Seats, 2 Suites and a Club for 150 people. The stadium will also house an indoor training facility with batting tunnels and full Hydrotherapy capabilities. The playing surface will be a synthetic turf.
Sealed bids will be received until 3:00 PM and publicly opened and all bid prices read aloud
at that hour on date specified and under following conditions:
Bids received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
Bidders must submit all pages of bid document.
Mark envelope with Bid Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of 2534 Veronica Drive Drainage Improvement Project Contract No. 2016-066, Budget ID No. C16089 will be received at the office of MSD until 10:00 am, Local Time, December 6, 2016 and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order is for the installation of a triple pipe system behind 2534 Veronica Drive within 2530 Guelat Ave, in Metro Council District 1.
The project consists of renovations of two existing buildings. The renovations include replacement of storefront openings and doors, door hardware, and gutters. Also included is the removal of an E.I.F.S. decorative band and cleaning of the masonry façade.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty St., Louisville, Kentucky 40203 for the construction of
Ashby Lane Bank Repair Project , Contract No. 2016-065, Budget ID No. C17099, will be received at the office of MSD until 10:00 am, Local Time, December 1, 2016 and will be publicly opened and read at that place and time.
Description and location of Project: This unit based construction order is for the replacement of the concrete bank along Mill Creek along Ashby Lane in Metro Council District 14.
THIS PROJECT WILL BE TO REPLACE EXISTING WALL HVAC UNITS AT CLEP REMOVE BARD THRU WALL UNITS AND INSTALL NEW GROUND MOUNTED PACKAGED UNITS. NEW PROGRAMMABLE THERMOSATS FOR CLEP. SEE DRAWINGS FOR ADDITIONAL INFORMATION. NO ADDITIONAL SQUARE FOOTAGE IS PLANNED. NO WALLS ARE BEING REMOVED OR RELOCATED.
ELECTRICAL & PLUMBING WILL INCLUDE RECONNECTION OF EXISTING GAS & ELECTRICAL TO NEW RTU’S OR INSTALL NEW. “CLEP” WILL BE NEW GAS & ELECTRIC TO THE GROUND PACKAGED UNITS.
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.
PROJECT DESCRIPTION: Transit Authority of River City will receive proposals for the furnishing of all labor and materials and the performance of all work required for the NIA Center, Exterior Improvements.
PROJECT DESCRIPTION:
The work to be performed consists of: The construction of three new site signs.
Work includes providing all items, articles, materials, operations or methods herein listed, mentioned
or scheduled on the Project Documents and/or herein, including all labor, materials, equipment, services and
incidentals as necessary for their completion.
Slugger Field New Sports Lighting Replacement – 3754
Slugger Field New Sports Lighting Replacement – 3754
Please Note: Addendum 01 has changed the Bid Date
Sealed proposals will be received until 3:00 PM. Names of all responders will be read aloud
at that hour and date specified and under following conditions:
Proposals received after 3:00 PM on Reply By Date will not be opened.
On proposals amounting to $2000 or over, successful bidder may be required to execute and
give performance bond for full amount, by a Surety Company authorized to do business in the
Commonwealth of Kentucky.
Proposers must submit all pages of RFP document.
Mark envelope with RFP Number, Reply By Date and Address to:
OMB – Purchasing
611 West Jefferson Street
Mezzanine Level
Louisville, KY 40202
