The Kentucky Finance and Administration Cabinet, in conjunction with the Kentucky Community and Technical College System (KCTCS) and Gateway Community & Technical College (GCTC) proposed a full window replacement project of the Emerge Building at the corner of Scott Blvd and 5th St. in Covington, Kentucky. Included in this replacement will be replacement of the 1st floor entry storefront and wood trim. The building was previously renovated in 2015, but did not include a window replacement. Replacement consists of 59 wood single pane single hung windows replaced with 59 aluminum clad double hung energy efficient window systems. The exterior trim will be replaced, and the interior trim will remain, patched & repaired on an as needed basis. The 1st floor wood entry doors will be replaced along with the wood storefronts with aluminum clad wood energy efficient fixed windows and door system. The 1st floor main entry exterior and interior trim will be replaced in their entirety with new wood trim and painted to match existing.
Estimate:
$132,307.50
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The project is located at 168 Old Mill Ridge Hill Road in Bonnyman, KY, north of Hazard.
The project area is 2.0 acres. It consists of a slide behind a home and drainage issues. The project includes construction of a 7.5’ Type I Block Wall approximately 7 feet behind the home. A concrete block tied mat ditch and subdrain in front of the wall will carry water to a drop box and 18″ HDPE pipe that will carry water to an existing 48″ pipe in front of the house.
The waste area is located on KY-1146 north of Bulan.
Bituminous repair, including roadway stone, has been factored into the contract. Revegetation of the site, including agricultural limestone, fertilizer, mulch and seed will be done according to standard AML design specifications.
Wood Creek Water District-Contract 1 – KY 490/US 25N Waterline Replacement
Wood Creek Water District-Contract 1 – KY 490/US 25N Waterline Replacement
The project consists of replacing approximately 48,000 L.F. of 8″, 6″, 4″, 3″, and 2″
waterline, 1,820 L.F. of 8″ D.I. waterline, and all necessary appurtenances along several
roads in Laurel County. This project also includes the replacement of one booster pump
station along KY 490. If funds remain at the completion of the above project, two
alternates may be constructed consisting of the replacement of approximately 18,000
L.F. of 6”, 4”, and 3” waterlines with all necessary appurtenances.
The engineer’s estimate is
$2,790,000.
Estimate:
$437,140.00
Estimated Length of Project:
(Substantial Completion) + 180 Calendar Days (Final Completion)
The Randy Gibson Slide Phase II HP AML Reclamation Project is located in Knott County, in the Pine Top community. GPS coordinates: 37* 16′ 43.75″N -82* 49′ 57.0″W. From the Hazard AML office. Travel HWY 15 southeast for 16.3 miles. Turn left onto Hwy 160 and travel approximately 3.3 miles. Turn right onto Hwy 582 travel 8.1 miles to residence on right of Hwy turn right across bridge bare to the right travel approximately 400 foot parallel to road to residence.
Slide (Site Area)
The slide is directly behind and to the right of the Gibson house in a drain. AML proposes to remove slide material and transport to designated waste areas. Construct a Temporary low water crossing for transporting material to waste areas. Install 24″ HDPE pipe with headwalls to provide drainage from slide across yard of residence. Existing Concrete Debris Barrier Wall is to be remove upon completion of project. An items of directional drilling to relieve pressure from underground mining and limestone sand to treat water. Windrow trees and regrade slide material on site. Roadway stone is included to provide access to the slide area. Sediment control will be provided by installation of silt fence or bales as directed. Utility Relocation/Replacement is included to replace any in kind item disturbed.
No trees 3″ dia or greater will be removed from the area.
Waste Area
There are 3 designed waste areas along Hwy 582 above and below site, see waste area planview.
The proposed work consists of the restoration of approximately 30,470 linear feet of stream along Blue Spring Creek and adjacent tributaries located within the Lake Barkley State Resort Park and Golf Course in Trigg County, Kentucky. Work will include, but is not limited to, excavation of proposed channels and floodplains; construction of in-stream structures and bank treatments; reshaping of existing channels; preparation of seedbeds; installation of erosion control blanket and mulch; installation of native seeds, trees, shrubs, and live stakes; and the relocation of golf cart tee boxes, cart paths, associated irrigation, removal of bridges and installation of culverts.
CCK-2498-21 Addition and Renovation of the Alpha Delta Pi Sorority House – 2524.0
CCK-2498-21 Addition and Renovation of the Alpha Delta Pi Sorority House – 2524.0
This project consists of an expansion and renovation to the existing Alpha Delta Pi Sorority
House. The building is approximate 15,500 of finished square footage with one floor below
grade and two floors above grade.
Louisville Water Company is requesting Bids for providing all labor, rigging, tools, equipment, and materials to install perimeter
fence, paved entrance, landscaping and restoring site. Furnish and install all items and accessories for a complete project.
Louisville Water Company is requesting Bids for the supply and installation of approximately 2,930 LF of 24” ductile iron water
main, including all appurtenances, located in Shepherdsville, KY, starting at a tie-in point located at Preston Hwy (Buckman Str) at
Hwy 44, heading west on Hwy 44, then south on Plum Str, then east on Joe B. Hall (2nd Str) across Preston Hwy (S. Buckman Str) to
the tie-in point at N. Walnut Str. Contractor shall supply and install 1,985 +/- LF of 24” class 250 restrained joint water main and 945
+/- LF of 24″ class 250 water main and all other materials. Included are 2 bore and jacks; 1.) 40 LF of 42” steel casing across Hwy 44
at Plum Str. and 2.) 90 LF of 42” steel casing across Preston Hwy. at Joe B. Hall Ave, 5 drains, 5 air valves, install roadside ditch with
new drive culverts, storm pipe, driveway restoration, yard restoration, roadway restoration / milling and paving, 35 +/- LF of 8” water
main relocation, 2 ~ 24” tie-ins and site restoration. Contractor is responsible to verify all utilities affecting construction, including all
utility crossings, prior laying pipe. Contractor should note that all profile information is assumed and adjustments to depth of the water
main will be included in bid.
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 Young, email at tyoung@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $1,000,001 –
$3,000,000. 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 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 20” – 48” Ductile Iron 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.
Estimate:
$829,670.00
Estimated Length of Project:
(Substantial Completion) + December 31, 2020 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 16 acres of mine land in Whitley County, Kentucky. The work will consist of earthwork, gradework, and revegetation of 1 bond forfeiture permit.
The project involves re-roof work at the DMA – Armory in Richmond, KY. The existing approximately 24,500 square foot roof to be removed is a modified bitumen roof on sloped, metal deck. The new roof system is a SBS Modified Asphalt Two Ply over rigid board insulation system to be set in two part foam adhesive. The existing metal coping will be removed and replaced with a new sheet metal coping. Existing counter flashings to be removed and replaced with new counter-flashings. Existing roof gutters and downspouts to be removed and replaced with new pre-finished metal gutters and downspouts. Masonry control joints in all walls above the roof will be stripped and re-sealed.
The work will provide new standing seam metal roof panel system over existing shingle roofing for Building WF 325 – Fire Team Readiness Center for the Kentucky National Guard, located at the Wendell H. Ford Regional Training Center, Muhlenberg County, Kentucky. The project materials shall include 24 gauge standing seam metal roof panels, snow guards, gutters and downspouts, flashing, metal furring channels, reflective insulation and all necessary fasteners and accessories to complete the work. All proposals shall include a 2-year workmanship warranty, a 20-year panel finish warranty and a 20-year weathertightness warranty.
Stuart Powell Field Airport – Airfield Overlay and Apron Reconstruction
Stuart Powell Field Airport – Airfield Overlay and Apron Reconstruction
Project consists of furnishing all labor, materials and equipment and performing all work
necessary for Airfield Overlay and Apron Reconstruction at the Stuart Powell Field Airport
Town of Clarksville – ARV & Pump Station 7 Force Main Replacement Project
Town of Clarksville – ARV & Pump Station 7 Force Main Replacement Project
The scope of work includes removal and replacement and/or demolition of 30 combination air valves on various
wastewater force mains (ranging from 30-inch to 4-inch) throughout the Town of Clarksville; also 2253 LF of
new 12–inch C900 DR 25 PVC force main with connection assemblies, including gate valves, at two (2)
locations and abandoning and safeloading an existing force main; traffic control; erosion prevention sediment
control BMPs; pavement and surface restoration.
The project consists of replacement of all roofing on Building C at the Leestown Campus of Bluegrass Community and Technical College. The existing roofing includes asphalt shingles (approximately 13,000 sf) and modified bitumen (approximately 15,000 sf).
The existing shingles and felt underlayment are to be removed down to the existing deck. Existing eyebrow type dormers located on some of the shingle sections will be removed and replaced. New dimensional shingles and felt underlayment will be installed. New tapered low-profile roof vents will be installed where needed.
The existing modified bitumen areas will be removed down to the existing deck including the original built-up roofing that remains below the modified bitumen. All layers of existing roofing will be removed and replaced with a two-ply modified bitumen roof on wood-fiber cover board over the existing poured gypsum deck.
This invitation is for the construction upgrade of the Madison Parking overflow lot as
specified in the following bid at Eastern Kentucky University, located on EKU’s
Richmond Campus. The work includes furnishing all labor, materials, equipment and
services necessary to the complete the work outlined.
City of Hopkinsville – 2020 Multiple Small Projects Drainage Improvements
City of Hopkinsville – 2020 Multiple Small Projects Drainage Improvements
The work to be bid is described as follows:
All necessary demolition, excavation, labor, materials, and equipment for the
construction of multiple drainage projects including piping and structures, concrete
ditching, grass ditching, and grade work.
Project consists of furnishing all labor, materials and equipment and performing all work
necessary for the Drilled Shaft Wall Slide Repair Project at the Gene Snyder Airport.
Estimate:
$155,892.50
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The Shonia Bentley Slide is located at 221 Official Hollow in the community of David, KY. The coordinates for the project site are 37°35’50.41″N, 82°53’12.864″W.
The project will consist of constructing an access through the yard of neighbor Larry Tussy located at 193 Official Hollow, removing slide material which has impacted that residence from the Bentley property above, installing 64 linear feet of Type II Non-Reinforced Concrete Block Wall with safety fence on a concrete footer. The wall will have wing walls up to 10 feet long on each end as directed by the Engineer. A sub drain will be installed behind the wall and routed to an existing drop box that inlets into an existing culvert. A new drop box inlet will be poured in place to accommodate the added drain and a new grate installed for safety. The wall will be backfilled with No. 2 sized crushed limestone to the top and Class II sized backfill will be placed on the slope above to support the Bentley yard and home above and stabilize the slope. There are three large trees and several small saplings that lie on the unstable slide area and will be removed for the safety of the residents as well as access and progression of work. The construction entrance will be removed upon completion and all impacted areas will be revegetated under residential seeding standards. The inlet of the culvert in which the wall drainage is to be routed is occluded with debris and will be cleaned out to allow open flow as will a portion of the ditch feeding it which is currently lined with Concrete Block Tied Mat. This work will fall under Site Preparation and will be directed to be done as soon as the contractor mobilizes.
The slide debris will be hauled by truck to a waste area located approximately 2.9 miles away. The coordinates for the waste area are 37°35’19.493″N, 82°52’1.319″W. Work will be done in accordance with the plans, waste area permit, and direction from the ENGINEER. All material will be graded and seeded as per residential seeding seed mix.
Estimate:
$460,012.50
Estimated Length of Project:
(Substantial Completion) + 150 Calendar Days (Final Completion)
The Johnny Stewart Slide AML Reclamation Project includes approximately 4.4 acres of
total disturbance, and will consist of the reclamation of a double-headed landslide, and the
collection and control of underground mine drainage that is affecting at least three residences on
Upper Branch Road, near Elkhorn City, Kentucky. One portion of the landslide, which is
threatening to block Upper Branch Road and is undercutting a barn on the slope above, will be
reclaimed by means of the construction of approximately 114 linear feet of 15 foot tall gabion
basket retaining wall. The other portion of the landslide, which is threatening to block the
residential access drive to the Johnny Stewart residence will be reclaimed by construction of
approximately 92 linear feet of 12 foot tall modular block retaining wall. Subdrain will be
installed on the inslope side of the bench where the barn, which is being undercut by the first
portion of the slide that is described above, is located. The downslope portion of a drainage
system constructed under an OSM AML Emergency reclamation project, which is carrying water
collected from a number of abandoned underground mine entries and adits located well above
the landslide, will be reconstructed. It is the water that is escaping from this drainage system that
is providing the lubrication for the landslide activity being addressed at the lower level. Other
reclamation action includes the construction of a combination ditch/subdrain along the upslope
edge of the Johnny Stewart residential yard, and the improvement of an existing ditch that carries
water off of the house seat. On the slope directly overlooking the Stewart residence and a
downstream portion of Upper Branch Road, seven collapsed and draining abandoned mine
portals will be reopened, drainage structures will be installed to relieve any potential buildup of
water pressure within the mine workings, and the mine openings will then be resealed. As there
is no instability resulting from the drainage from these openings, water from these portals will be
allowed to maintain its current courses down the hillside.
Earthen material excavated during the construction of this project will be placed in a fill
area located almost directly on the opposite side of the valley floor from the project site. If this
area becomes filled, there are three areas within the project site (located on mine benches above
the landslide area) where additional material will be stored. Subdrain is included to prevent
drainage from crating a lubrication plane beneath fill placed in these supplemental areas.
Revegetation of residential lawn areas, including the primary excess earth fill area, will
be accomplished by means of the Standard AML Residential Seed Mixture. All other areas will
be revegetated utilizing the Standard AML Reclamation Seed Mixture. Trees will have to be
removed from the primary excess earth fill area, as well as from the landslide area. Other than
the reopening and permanent closure of the seven abandoned underground mine openings (as
described above), there will be no disturbance of any cave-like habitats. The only direct
disturbance of any streams will be the installation, maintenance, and removal of a rock sediment
check in Upper Branch immediately downstream of the landslide reclamation site.
The scope of the project is to restore the masonry construction wall at the North side of the garden area at the John James Audubon Museum grounds. Restoration of the brick wall will include the dismantling of the remainder of the North garden wall and its complete reconstruction with brick masonry gathered on site and from the deconstruction and with replacement period appropriate brick, the removal and reset of concrete caps, replacement of some sections of concrete caps, and general concrete foundation cleaning and restoration. Reconstruction will adhere to existing brick coursing, pattern, layout, size, pier to pier distance, and mortar joint striking. The separate section of the North garden wall connected to the museum patio will be repointed if determined feasible but should initially be considered part of the reconstruction.
Barkley Lake Water District – Hwy 139 N. Water Line Upgrades & McUpton Booster P.S. Replacement
Barkley Lake Water District – Hwy 139 N. Water Line Upgrades & McUpton Booster P.S. Replacement
The work to be bid is described as follows:
CONTRACT 586-19-01
Installation of approximately 7,677 L.F. of new 6-inch water lines and
appurtenances. This Project also includes the replacement of the McUpton Booster
Pump Station.
