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.
Louisville Water Company is requesting Bids for the installation of 135 +/- linear feet of 12-inch DR-18 C900 PVC water main (using traditional trench installation techniques) and appurtenances.
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid opening date. All questions and inquiries must be sent to the Buyer, Terri Conner, email at tconner@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $100,001 – $250,000. If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a Bid Bond is required. For this Contract, a Bid Bond is not required.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in the 4” – 16” PVC Water Mains Category. For information about pre-qualification, contact the Buyer listed above.
Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com.
18-131 / Highway 1793 Tank & Goshen Booster Pump Station Demolition
18-131 / Highway 1793 Tank & Goshen Booster Pump Station Demolition
Louisville Water Company is requesting Bids for labor, rigging, tools, equipment, and materials to dismantle and demolish 750,000-gallon, ground-supported, welded steel water storage tank; Demolish masonry veneer booster pumping station including all mechanical, electrical, and process accessories; Demolish perimeter fencing, vaults, tanks, emergency generator, miscellaneous appurtenances and accessories; Legally dispose of all demolished items; Restore site.
Please Note: Addendum 01 has changed the PreBid and Bid Dates
Estimate:
$123,000.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The proposed Billy Ratliff & Jonathan Hensley AML Reclamation Project, approximately 17.9 acres total, consists of the stabilization a landslide and the installation of drainage controls behind the Billy Ratliff & Jonathan Hensley residences, west of Pikeville in Pike County. The sites are located in the Pikeville Quadrangle. The Billy Ratliff site is at 37° 28′ 20.541″ N, 82° 33′ 32.135″ W, Jonathan Hensley site at 37° 28′ 58.78″ N, 82° 34′ 6.443″ W, and Waste Area at 37° 29′ 6.865″ N, 82° 33′ 8.884″ W. To reach the all the sites from Pikeville, take US 23 to KY 1384 west. Access the Billy Ratliff site by turning onto KY-3417, go 0.5 miles, then turn right onto Katie St. Go 0.45 miles and turn right onto King Ln and then go and additional 0.45 miles to the work area. Access the Jonathan Hensley site by turning from KY-1384 onto Mulberry Ln and going to the house at the back of the neighborhood. Access the waste area by turning from KY-1384 onto Cecil Rd and going all the way to the end at the waste area.
At the Billy Ratliff site, access from the upper road to the former OSM Emergency Project site. Improve the existing trails down to the work area, a large slip area. Stabilize the slide area by placing cyclopean riprap and Class III backfill. Remove the slide debris from the existing ditchline and regrade the old access road to tilt towards the existing ditch. Windrow trees less than 3′ and brush onsite. No trees over 3′ breast diameter height will be cut.
At the Jonathan Hensley site access from the front yard to around the side of the house. Remove the slide material and backfill with Class II/III rock. Cleanout the existing ditch running around the property. Install a French Drain (see section view) from the upper ditch down to the houseseat level. Construct a combination concrete tied mat ditch over a subdrain along the yard area daylighting the subdrain into the existing grouted ditch. Transport waste materials to the waste area, a reclaimed post-SMCRA mine site.
The project site and waste area have previously been disturbed by coal mining operations, house seat development, utility installation, road construction, and/or landowner activities. 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.
Construction disturbances will be kept to a minimum with a stringently formulated sediment and erosion control program. Prior to beginning any major earth disturbance (excluding initial site preparation for access only), all silt control measures will be installed. These include silt traps and silt barriers (bales & silt fence) at the project site and the waste area. No trees greater than 3″ diameter at breast height will be cut. No tree clearing is required at the waste area (site and access). All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, residential or wildlife seed, and mulch, as necessary. Standard measures will be used for dust control and work hours will occur during AML’s standard time frame of 7 am to 7 pm Monday-Friday with shorter hours for “critical” work items.
Access to the site is via county roads, residential driveways and yards, and an existing access road. 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.
Metro Louisville – Zoo Bridge Replacement – 190112
Metro Louisville – Zoo Bridge Replacement – 190112
Louisville Metro Government is currently accepting proposals for a Bridge Replacement at the
Louisville Zoo.
Louisville Metro Government uses Bonfire portal for accepting and evaluating proposals digitally (https://louisvilleky.bonfirehub.com/portal)
. Bidders must submit all pages of bid document through Bonfire. Sealed Proposals must be uploaded,
submitted, and finalized prior to the closing at 01/25/19 3:00pm. The bid document and drawings
are available on Bonfire and Lynn Imaging, all other forms, documents and attachments are available
on (https://louisvilleky.bonfirehub.com/portal).
Replace the existing mixing valves with new electronic mixing valves and repipe the assemble to match the detail. This occurs on 4 mixing valves. There is also some additional piping require in wing.