The project includes providing all construction supervision, labor, materials, tools, test equipment
necessary for West Hickman WWTP Solids Handling Improvements. The project includes
two alternate bids. Bid alternate one include the replacement three belt filter presses with two
dewatering centrifuges, three polymer blending systems, replacement of approximately 220 lf of
6” ductile buried water line, replacement of (3) 220 lf 4” ductile iron sludge lines, installation of
three screw conveyors, two magnetic flow meters, all associated electrical and instrumentation,
This project also includes the conversion of storage space into an office with a dedicated mini-split
HVAC unit, window replacements, trolley beam demolition.
The second alternate includes an additional centrifuge, conveyor, polymer blending system,
magnetic flow meter, and all other associated work.
This project is for the removal of (2) ultrasonic cleaners in Central Sterile and installation of (2)
new ultrasonic cleaners including all related construction and required infection control
guidelines.
Erect a 24’ (width) x 64’ (length) x 15’ (height) post frame, metal-clad shelter building with two open bays and two enclosed bays for the University of Kentucky, College of Agriculture.
Stamped, engineered drawings are to be provided by the winning bidder and must be
approved by the University before construction begins. Stamped truss drawings will also
need to be provided.
Building to be located on the UK North Farm (Newtown Pike) in Lexington. KY. The address is 2660 Equine Campus Road, Lexington, KY 40511.
Unit price shall be provided for rock removal in post excavations.
City of Nicholasville – Lone Oak Project No.1 – Sanitary Sewer Rehabilitation
City of Nicholasville – Lone Oak Project No.1 – Sanitary Sewer Rehabilitation
The Project consists of Rehabilitating existing gravity sewers and manholes in the Lone Oak subdivision, including but not limited to:
– Rehabilitation of 8 existing manholes
– Lining of approximately 714 linear feet of 8-inch gravity sewer
– Reinstatement of 9 service laterals
– Installation of concrete base and flow channel within manhole
Hopkinsville-Christian County Airport – Runway Overlay and Crack Repair Project
Hopkinsville-Christian County Airport – Runway Overlay and Crack Repair Project
Project consists of furnishing all labor, materials and equipment and performing all work
necessary for Runway Overlay and Crack Repair Project at the Hopkinsville-Christian County
Airport.
Estimate:
$ 42,320.00
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
SCOTT FLEMING: To arrive at this site in Letcher County, from the intersection of KY15 and US119 in Whitesburg, continue on US119 north for 10.9 miles and make a slight right onto US119 /US23 north and continue 0.2 miles to Jenkins, KY. Turn right at the 1st cross street onto C&O Railroad Road and go 1.3 miles. Turn right onto KY 805 E/HWY 805/S Main Street and continue 3.4 mile. Turn left onto McPeaks Branch Road and go 0.9 miles to the project site on the left (817 McPeaks Branch).
There exists a slide directly behind the home at 817 McPeaks Branch Road. This is the slide appears to be linked to previous mining in the Upper Elkhorn #3 coal bed.
The slide material is to be excavated and replaced with Class III Backfill. The excavated material will be placed in the vacant lot located beside Mrs. Fleming. This is Scott Fleming’s property and remnants of a burned out home remain there as well as two out buildings. The two small buildings are to be removed by the property owner but not replaced by AML. A subdrain will be constructed along the base of the of the slide and discharged into the drainage channel in the front of the house.
Jenkins Independent Schools – Middle / High School Gymnasium Upper Bleacher Replacement
Jenkins Independent Schools – Middle / High School Gymnasium Upper Bleacher Replacement
Project consists of furnishing the specified labor, materials, supplies, tools, and or services, indicated for the:
Jenkins Independent Middle High School Gymnasium Upper Bleacher Replacement.
21-41 / N. 26th Street Area Water Main Replacement Project
21-41 / N. 26th Street Area Water Main Replacement Project
Louisville Water Company is requesting Bids for supply and install 6,565 LF of water main ranging in size from 6” to 16” diameter pipe using traditional trench installation techniques for sections of six (6) neighborhood streets located in west City of Louisville in Portland area. This includes; 390+/- linear feet of 6-inch PVC, 2,705+/- linear feet of 6-inch Pressure Class 350 ductile iron water main, 2,235+/- linear feet of 8-inch Pressure Class 350 ductile iron water main and 1,235+/- linear feet of 6-inch Pressure Class 350 ductile iron water main. Also included with the project is the transfer, renewal, relocation or discontinue of 185 +/- customer services,
Fire Hydrant removal and installation, cut and plugs, restoration on and along Project Limits as stated above.
The architectural scope of work for the Governor’s Mansion Miscellaneous Repairs for the fireplaces includes the following: Sealing cracks and openings in firebox to prevent exposure to potentially combustible materials .Resurface flues with Heatshield Certfractory Flue Sealant.Parge Coat the Smoke Chambers .Fully service, clean, and reposition (6) gas log burner sets for best function and operability. Miscellaneous gas pipe & valve repairs, replacement. Repair, reconstruct firebox, smoke chamber area in (2) locations. Install (1) new vented gas log set. Install (1) new ventless gas log set. Install (4) new copper chimney caps with proper clearances to chimney crown and flues .Install additional top section of double-wall chimney pipe to existing pipe on roof to properly separate intake and exhaust air for fireplace #6.Install Screens at firebox openings as indicated in the drawings.
RFB-14-22 Bingham Gardens Renovate Repair Group Homes
RFB-14-22 Bingham Gardens Renovate Repair Group Homes
Estimate:
$146,200.00
The work entails the remediation and selective replacement of the existing built-in millwork and solid surface countertops in kitchens and living rooms in all six (6) of the Bingham Gardens Group Homes.
Estimate:
$129,760.25
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The Nelson Thompson Slide and Drainage AML Reclamation Project is being impacted by a slide which has blocked the road to the family cemetery, significant erosion due to various drainage issues on the property and erosion from a breached impoundment. The slide and drainage issues were the result of AML eligible mining. The impoundment that breached was constructed as sediment control for AML-eligible coal mining.
This project is located on the Blaine Quadrangle near the community of Cherokee in Lawrence County. The Latitude is 38°05’13″ and the longitude is 82°51’49″. The 911 address is 566 Lickfork Road, Webbville, KY 41180. The project boundary encompasses 10 acres of which 0.59 acres are access roads.
The project will consist of excavation of material for the slide down to rock with a transition zone into natural topography surrounding the slide. The area of the breach of the dam will be regraded to slopes of 2:1 or less, unless cut in rock with the construction of a diversion ditch with 4’ bottom width, lined with class III rock through the area of the breach and pool of the old pond. The regraded area will be re-seeded. A permanent type B sump and various diversion ditches and culverts for drainage control will be constructed. The project also includes constructing three (3) core drains to direct drainage from backfill areas into a designed diversion ditch, and installing of various culverts and headwalls as shown on the design drawings.
No soils/ spoil will be removed from the site. Any excess material will be retained and redistributed within the project area to cover ruts, rills, gulleys, and areas with rough topography within the project limits.
Some trees are present within and adjacent to the old pond on the site and within the slide area and transition areas. Tree disposal for this project is part of site prep. This bid item includes but is not limited to tree chipping, burning, and windrowing. Trees within the area of the old pond site are anticipated to be no larger than 3″ DBH.
Construction disturbances will be kept to a minimum by the implementation of standard AML Best Management Practices (BMP’s) which will prevent significant amounts of sediment related to project construction activities from entering the waters of the commonwealth. Silt will be controlled during all phases of reclamation to minimize silt leaving the reclamation area. Two type B sediment traps and silt fences or straw bales and sumps will be used. After construction has been competed, all disturbed areas will be promptly revegetated using lime, fertilizer, seed, and mulch.
While not anticipated, bituminous patching is included as part of this project to resurface any part of the county road damaged by this project.
If you are interested in attending the Pre-Bid meeting via online Web Call, please contact Kari Nunley with HDR Eng to receive the invite link.
The Project consists of two(2) bid packages as follows: Package A – constructing approximately
22,450 lf of 12” steel gas main along an existing powerline route; and Package B – constructing
approximately 8,500 lf of 10-inch steel gas main along US 42 right of way. The contractor(s) for
Package A and B will be responsible for providing labor and equipment for the pipeline
installation. The Owner will purchase and furnish the 10” and 12” steel piping. The
contractor(s) will be responsible for furnishing the remaining required materials, including but
not limited to pipe fittings, Mueller fittings, valves, and appurtenances.
The project consists of complete removal of existing ballast, EPDM membrane and insulation down to metal roof deck and installation of new insulation and SBS Modified bitumen roof system w/ foil faced flashings. New coping caps and roof hatch are also to be installed.
The project is the KYTC Equipment Warehouse Renovation, 1239 Wilkinson Blvd, Frankfort, Kentucky, Franklin County. Project consists of the complete tear-off of the existing 26,244 SF roof (to the metal deck) and replacement with a new PVC membrane roofing system over energy code compliant roof insulation/cover board, new gutters and downspouts, trim, and a 5,225 SF PVC membrane roofing system installation over coverboard at the existing high-bay roof (cover-over only). Both new PVC membrane roof installations shall be induction welded. This level one alteration also includes: demolition of light construction connecting the warehouse to a smaller equipment shed, removal of a concrete loading dock, cleaning and repair of existing CMU & concrete foundation walls, a new weather barrier and prefinished metal panel skin over the existing CMU walls, painting of indicated exterior CMU walls/trims, repair of an existing overhead door, repair of existing hollow metal doors/frames, replacement of existing windows with new aluminum storefront windows, mud jacking of a 20’ x 20’ section of interior concrete slab, the removal and replacement of exterior egress stairs with new galvanized steel stairs, some minor grading and asphalt repair, and the application of pre-finished, metal, retro-fit wall & roof panels (approx. 10,000 sf), trims, gutters & downspouts to the adjacent smaller equipment shed.
The project is the KCTCS, Modular Building Unit Relocation – Fire Commission, The project involves the complete relocation, transportation, and placement of an existing (3) unit, 1,944 SF, 36’x54’ modular building currently located in Lexington, KY (1355 Old Frankfort Pike) to Morehead, KY (99 Lake Park Drive). Work includes breaking down of original modular building unit and preparing them for travel, salvaging items that can be reused at new site, freight to new site, prepare new foundation and anchoring system, set/reassemble modular building, patch EPDM roof at joints, trimming out interior finishes at joints. new underpinning (perimeter skirting), new deck/stair/ramp work, bituminous paving w/ stripping, and new concrete sidewalk/stoop/existing apron repair. Preparation and connection of relocated modular building to site utilities, New sanitary sewer line/manhole, tapping into existing water service at adjacent building, new transformer, and new data connection from adjacent building IT Room to modular IT Room. Exclusions includes the existing modular building site does not need to be restored but everything above grade must be removed, User agency will provide new carpet for Training Room.
THE PROJECT CONSISTS OF ROOF REPLACEMENT ON THE MAIN BUILDING
AND PAINTING EXISTING TERNMETAL SHINGLES ON STORAGE
OUTBUILDINGS, MASONRY RESTORATION & PAINTING, REPAIRS &
REPLACEMENT, PARTIAL ROOF REPLACEMENT (EPDM), AND PORTICO
COLUMN AND TRIM WORK RESTORATION & REPLACEMENT.MINOR VENEER
PLASTER AND WALL REPAIR ON THE INTERIOR OF THE BUILDING IS ALSO
REQUIRED.
The project consists of complete removal of existing roof membrane and insulation down to concrete roof deck and installation of new tapered roof insulation and SBS Modified bitumen roof system w/ foil faced flashings. New roof drains, expansion joints, edge metals and roof hatch are also to be installed.
Estimate:
$ 52,309.75
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The Roger Combs AML Reclamation Project is planned to disturb up to 1.3 acres, and will
consist of the stabilization of a landslide impacting the Roger Combs residential access drive and
improvement of existing drainage control structures with the intention of limiting the infiltration
of mine-related drainage into the landslide area, in order to slow or stop the further development
or expansion of the landslide. The toe of the existing landslide mass will be partially excavated
in order to facilitate the placement of concrete “Jersey” barriers and heavy stone backfill for the
stabilization of toe of the landslide mass. An existing residential access road ditchline upslope
from the landslide will be cleaned, and a culvert installed in order to safely discharge water from
this ditchline into an existing hillside drainway, immediately below the residential access drive.
Excavated earthen material from the project area will be transported to an existing previously
utilized waste area located at the site of a dismantled Title V preparation plant, where the earthen
material will aid in final reclamation.
The proposed project disturbances will not impact any caves, cave-like habitats, or streams.
The implementation and enforcement of standard AML Best Management Practices (BMPs) for
Sediment and Erosion Control will prevent any significant amounts of sediments disturbed by
project-related activities from entering area streams. A small number of trees may need to be
disturbed at the outlet end of the proposed culvert. All areas to be disturbed by this project have
previously been disturbed by one or more of residential construction, residential access construction, highway construction and/or coal-mining activities. Revegetation of all disturbed
areas will be accomplished via the use of the AML Standard Reclamation Seed Mixture.
