City of New Albany – Flood Control Pumping Stations Back-Up Power Project
City of New Albany – Flood Control Pumping Stations Back-Up Power Project
The City of New Albany, Indiana Flood Control District does hereby invite sealed bids for the purchase
of equipment associated with the Flood Control Pump Stations Back-Up Power Project.
The project is to be a new maintenance garage for the Kentucky Transportation Cabinet, District 2. 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 sealed concrete flooring and acoustic panel ceilings. Pedestrian doors will be hollow metal, windows will be aluminum framed with insulating glass. Vehicle doors, oil-water separator, and air compressor 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 main drain line from the surge tank to the point of new piping at the tee splitting the two main drains located under the pool floor. Removal and replacement of the concrete deck and associated floor coverings for trenching. Removal and replacement off any and all items with the natatorium required to perform the work. Replacement of the pool filter, pump and motor starter, including associated piping. And replacement of other ancillary items in the filter room as described in the contract documents.
The Kentucky Department of Veterans Affairs proposes to construct a new Storage Building at the existing Veterans Cemetery located at 1280 KY Highway 118 in Hyden, Kentucky. The new Storage Building will be located within the existing maintenance area of the Cemetery. Removal of existing concrete pavement will be required to construct the new Storage Building. The new Storage Building will be constructed as a Post Frame Building System (Pole Barn) with exterior metal siding and roof panels and will be constructed on a monolithic slab/foundation system. Three strands of barbed wire will be added to the existing chain link fencing surrounding the maintenance area.
CCK-2378-19 Repair and Restoration of School of Arts and Visual Sciences Chimney
CCK-2378-19 Repair and Restoration of School of Arts and Visual Sciences Chimney
Please Note: Addendum 03 has changed the Bid Date
The chimney is located behind the University of Kentucky School of Art and Visual Studies
located at 236 Bolivar Street in Lexington, Kentucky. The chimney is no longer in use as a
functioning chimney, but currently supports various cellular equipment elements. It is
constructed of radial brick masonry and stands approximately 150 feet tall with a base
diameter of approximately 16 feet. The project consists of structural repairs and restoration to
extend the life of the chimney while preserving the historical nature of the structure. Repair
work is generally categorized as follows: removal and replacement of top 15 feet (±) of
chimney due to extensive cracking and warping of chimney; tuck-pointing of open mortar
joints full height of chimney; replacing damaged or missing brick faces; cleaning and painting
of steel bands; application of dry-mix shotcrete lining on all interior surfaces of chimney
(Alternate 1); installation of new concrete cap, and removal and replacement of lightening
protection system.
LFUCG – Cane Run Trunk Sewer Improvements – 176-2018
LFUCG – Cane Run Trunk Sewer Improvements – 176-2018
Please Note: Addendum 03 has changed the Bid Date
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the Cane Run Trunk Sewer Improvements (RMP# CR-11) that includes the
replacement of approximately 3,300 linear of 36-inch diameter sanitary sewer and appurtenance
structures between New Circle Road and Newtown Pike. The project also includes side
connections of 36-inch and 18-inch sanitary sewer.
Estimate:
$215,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The proposed project consists of a potential disturbance of up to approximately 4.8 acres,
and includes the following reclamation actions:
– Complete excavation of a landslide mass located upslope of and threatens Church
Avenue and the Combs residence.
– Installation of combination rock ditch/subdrains both along the abandoned mine bench
located immediately upslope of the head of the landslide and along the upslope edge of
Church Avenue. The subdrain portion of the combination ditch/drain located along
Church Avenue will be incised a minimum of 1’ into rock in order to maximize
effectiveness.
-Construction of armored (Class II stone and concrete block tied-mat) ditches to carry the
water collected by the combination ditch/drains to an existing natural drainway.
– Installation of a bat-friendly wildlife-accessible portal closure in an abandoned
underground mine opening located on the above-mentioned mine bench.
-Three monuments will be installed immediately downslope from the Combs residence in
order to allow for monitoring of the area for any continued movement following
construction of this project.
– Excess earthen material excavated from the project site will be transported to a nearby
off-site fill area (a portion of a Title-V coal processing/loadout facility in reclamation),
where the material will be spread in a 2’ deep layer and revegetated.
The proposed reclamation actions will not disturb any streams, and implementation of
AML Standard Sediment and Erosion Control Best Management Practices (BMPs) will prevent
the intrusion of sediments disturbed by project-related activities into area streams. All areas will
be revegetated as quickly as possible following completion of disturbance, and cover crop will
be used on any area to remain undisturbed for more than two weeks. Other than the transient disturbances associated with installation of the portal closure, the project will not result in the
disturbance of any cave-like habitats. The disturbance of some trees measuring over 3″ diameter
at breast-height (dbh) is probable as a result of construction of the reinforced ditches, but will be
minimized as much as possible. Outside of residential lawn areas, revegetation will be
completed by means of the AML Standard Reclamation Seed Mixture. Lawn areas will be
seeded with the AML Standard Residential Seed Mixture. Hydromulching and Hydroseeding
are included for revegetation of applicable portions of the excavated landslide area. The
monitoring monuments installed immediately downslope of the residence will be the targets of
high-precision surveying and, along with monitoring of conditions within the Combs residence,
their locations will be monitored with high precision in order to determine whether ground
movement impacting the residence continues following the project. If mine-related instability
continues to impact the Combs residence following this project, a second phase of reclamation
may be necessary in order to protect the residence.
Please Note: Addendum 01 has changed the PreBid Date
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Renovation of
Thompson Road Park, Lexington-Fayette County, Kentucky.
CCK-2381-19 Memorial Hall/Law Expansion and Renovation Civil Site Infrastructure – 2444.0
CCK-2381-19 Memorial Hall/Law Expansion and Renovation Civil Site Infrastructure – 2444.0
Memorial Hall/Law Expansion & Renovation – Civil Site Infrastructure (UK College of
Law) consists of concrete, site development, and masonry work necessary to renovate
the site in front of Memorial Hall and the College of Law.
UK-1921-19 Poultry Research Facility Relocation – 2505.0
UK-1921-19 Poultry Research Facility Relocation – 2505.0
Please Note: Post Bid Addendum 01 has advised the date for Phase 2 Interviews
Interviews are scheduled at the University of Kentucky Campus with the Phase 2 Finalists on Friday, February 22, 2019. Interviews will take place in room # 226 of the Peterson Service Building at the University of Kentucky.
CM Services for the Project – Poultry
Research Facilities Relocation
Berea Municipal Utilities – Wastewater Treatment Plant Generator
Berea Municipal Utilities – Wastewater Treatment Plant Generator
The project scope includes the construction/installation of a 600 KW generator, automatic
transfer switch, conduits, and associated wiring and hardware at the existing Wastewater
Treatment Plant.
CCK-2377-19 Enoch Grehan Journalism Building BP4 Site Improvements – 2446.2
CCK-2377-19 Enoch Grehan Journalism Building BP4 Site Improvements – 2446.2
Bid Package consists of the Site work for the renovation and addition to the existing Enoch Grehan Building. Will consist of: concrete entrance walkway, landscape plantings, sodding, brick veneer retaining wall with guardrail, concrete header curbs, decorative concrete pavers, storm drainage, pedestrian lighting, precast concrete benches, site furnishings installations, steel railings, and construction associated pavement patching.
This project will generally upgrade and expand the West Kentucky Community and Technical College Campus CCTV System. The work will take place at four locations (Main Campus, Paducah School of Art and Design Campus, Skilled Craft Training Center, and Purchase Training Center). Specifically, the work consists of replacing approximately 111 existing CCTV cameras and installing 40 (Alternate 1 is for 2 additional) new CCTV camera locations. The 40 (42) new camera locations will require the installation of pathways and cabling to the nearest Communications Closet. The salvaged cameras shall be turned over to the Owner and the Owner will furnish 151 (153) new IP cameras. The work consists of the following: removal/salvage of cameras (both indoors and outdoors); installation of mounts; installation of pathways and cabling for new camera locations (both indoors and outdoors); receipt and installation of new cameras (per manufacturer’s requirements); furnish/installation of one 24 port patch panel at Clemens Student Center Communication Closet (all remaining Communication Closets have capacity for the required drops); line testing/certification of all new cabling; labeling all cabling and cameras for easy identification; and assisting the Owner in commissioning (primarily aiming and troubleshooting) all cameras. The Owner will furnish cameras and will receive and install all recorder hardware and will be responsible for software setup of the new CCTV System. The trades involved include but are not limited to: electrical and communications.
Hardin County Water District No. 2 – Battle Training Road Pump Station – Engineering RFP
Hardin County Water District No. 2 – Battle Training Road Pump Station – Engineering RFP
Hardin County Water District No. 2 (the “District”) requests a Statement of Qualifications (SOQ) from consulting engineering firms interested in being selected to perform certain engineering pre-design, design, and construction engineering services for the District’s proposed Battle Training Road Pump Station project.
Scope:
The Project will consist of a large pumping station located at the 6000 block of Battle Training Road, Lot 2B of PVA map #241-00-00-013. The District already owns this property.
The pump station will be designed to have 10 million gallons per day pumping capacity though the 24” ductile iron transmission main already located on Battle Training Road. Generally, the pump station is at an elevation of 700 feet MSL and will deliver water to District tanks with an overflow elevation of 1040 feet MSL. The suction side of the pump station has a pressure range of 140 psi to 160 psi at current flow rates of 1 to 2 MGD.
This pump station will also include backup power generation, vehicle access drive, and security fencing.
The successful completion of the Project will enable the District to meet its future water supply needs as the District’s service area of Hardin, LaRue, and Hart counties continues to grow. This project will also become a vital part of the District’s future plans to assist other regional water utilities with their water supply needs as they continue to grow.
19-07 / Eastern Parkway 48-Inch Transmission Main Rehabilitation Phase 3
19-07 / Eastern Parkway 48-Inch Transmission Main Rehabilitation Phase 3
Louisville Water Company is requesting Bids for The Eastern Parkway 48-inch transmission main extends from the Crescent Hill Water Treatment Plant, down Stilz Avenue, to Lexington Road, to Grinstead Drive, to Cherokee Parkway, to Willow Avenue, to Eastern Parkway, to Third Street and ends at the intersection of Third Street and Winkler Avenue for a total length of 33,400 feet. This main was installed in the 1920’s and is composed of cast iron pipe with leadite joints. Most of the main (excluding this Phase 3) was cleaned and cement lined in the 1980’s and has weko-seals installed in some joints. In recent years Louisville Water has experienced a series of failures of this main and as a result we have initiated a project to rehabilitate this main in a phased approach. Phase 1 which included the rehabilitation of 11,225 LF was completed in April 2017. Phase 2A which included the rehabilitation of 9,135 LF was completed in April 2018. Phase 2B which included the rehabilitation of 4,800 LF will be completed in April 2019. The Bid (Phase 3- starts in the park along Grinstead Drive, heads east along Lexington Road then north along Stiltz Avenue to Crescent Hill Filter Plant) includes the rehabilitation of the existing 48-inch cast iron (7,900 lf) and pre-stressed concrete cylinder pipe (750 lf) by sliplining and open trench installation methods. The new pipeline installation includes: sliplining 8,000 +/- lineal feet of 42-inch OD welded steel pipe and open cut 695+/- lineal feet of 42-inch OD welded steel pipe along the existing route and appurtenances. Also included in this project is 250+/- lineal feet of ductile iron pipe sizes 6-inch through 24-inch for open cut tie-in connections to the existing 24” water main, drain assembly connections, disconnection of distribution mains from the existing 48” water main and re-connecting the distribution mains to the existing 24” water main.
Description and location of Project: This unit based construction order for demolition and proper disposal of all primary and secondary structures, trash, rubbish, basement walls, slabs, foundations, sidewalks, steps, driveways, and all other hardscape improvements from the specified parcel as the parcels become available.
Please Note: Addendum 02 has changed the Bid Date and added a PreBid Meeting!
Limited scope shell stabilization of an historic structure on the campus of Mustard Seed
Hill in Millersburg Kentucky. The renovation scope shall include, selective demolition,
foundation replacement, wood framing, masonry veneer, insulation, wondow
reconditioning , and painting.
The following bid packages will rebid on 2/21/2019:
Bid Package 3-Landscaping
Bid Package 4-Hollow Core Planks
Bid Package 10-Casework & Trim
Bid Package 11-Roofing
Bid Package 12-Joint Sealants & Waterproofing
Bid Package 18-Ceramic Tile
The work includes: Addition and Renovation on existing Henry County Courthouse. The Henry County Fiscal Court has retained the services of Wehr Constructors, Inc., who will serve as the Construction Manager.
All questions related to the Bidding Documents shall be addressed by email on or before Noon January 30, 2019 to:
• Jeff Boyer, Senior Project Manager (jeff@wehrconstructors.com)
LFUCG – Wolf Run Trunk B and Trunk C Wastewater System Improvements – 175-2018
LFUCG – Wolf Run Trunk B and Trunk C Wastewater System Improvements – 175-2018
The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for the Wolf Run Trunk B and Trunk C project. Construction includes approximately
8,100 LF of gravity sewers ranging in size from 42″ diameter to 6″ diameter, tunneling for 42″ and
36″ diameter sewers, 60 ea. manholes ranging in size from 4′ diameter to 8′ diameter, bypass
pumping, clearing & grubbing, pavement repairs, sidewalk and curb repairs, fencing, 9 ea. creek
crossings, connections to existing sewers (4″ – 30″), CCTV inspection of new sewers, erosion and
sediment control, traffic maintenance and control, landscaping and restoration, and all necessary
fittings, appurtenances, and miscellaneous improvements to complete the project.