20-80 / Preston Highway 24 Inch Section 6 Project

20-80 / Preston Highway 24 Inch Section 6 Project

Questions: Terri Young

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.

Click Here for the List of Prequalified Bidders

Project Location: Louisville, Kentucky

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Madison County Schools – New Area Technology Center

Madison County Schools – New Area Technology Center

Project consists of furnishing all labor, materials, equipment and services for the New Madison County Area Technology Center in Richmond Kentucky

Project Location: Richmond, Kentucky

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RFB-15-21 Bond Forfeiture F G VII LON 20

RFB-15-21 Bond Forfeiture F G VII LON 20

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.

Project Location: Whitley

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RFB-16-21 Richmond Armory Roof Replacement

RFB-16-21 Richmond Armory Roof Replacement

Estimate:
$588,500.00
Estimated Length of Project:
90 (Substantial Completion) + 15 (Final Completion)

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.

Project Location: Richmond

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RFB-11-21 WHFRTC Fire Readiness Center Roof Replacement

RFB-11-21 WHFRTC Fire Readiness Center Roof Replacement

Estimate:
$276,900.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)

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.

Project Location: Greenville

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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

Project Location: Danville, Kentucky

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Housing Authority of Harrodsburg – Modernization Project

Housing Authority of Harrodsburg – Modernization Project

The project consists of:
Flooring

Project Location: Harrodsburg, Kentucky

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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.

Project Location: Clarksville, Indiana

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Housing Authority of Floyd County – Modernization Project

Housing Authority of Floyd County – Modernization Project

The project consists of:

Site Water Distribution Piping, Concrete Replacement, Cluster Mailbox & Landscaping

Project Location: Ivel, Kentucky

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RFB-10-21 BCTC Leestown Roof Replacement Building C

RFB-10-21 BCTC Leestown Roof Replacement Building C

Estimate:
$268,970.00
Estimated Length of Project:
45 (Substantial Completion) + 15 (Final Completion)

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.

Project Location: Lexington

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EKU – Madison Overflow Parking Lot / ITB-8-2020

EKU – Madison Overflow Parking Lot / ITB-8-2020

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.

Project Location: Richmond, Kentucky

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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 Location: Hopkinsville, Kentucky

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Gene Snyder Airport – Drilled Shaft Wall Slide Repair Project

Gene Snyder Airport – Drilled Shaft Wall Slide Repair Project

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.

Project Location: Falmouth, Kentucky

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RFB-02-21 Shonia Bentley Slide HP AMLRP

RFB-02-21 Shonia Bentley Slide HP AMLRP

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.

Project Location: Floyd

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RFB-05-21 Johnny Stewart Slide AML

RFB-05-21 Johnny Stewart Slide AML

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.

Project Location: Pike

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RFB-03-21 Audubon Museum Garden Area Repairs

RFB-03-21 Audubon Museum Garden Area Repairs

Estimate:
$ 47,900.00
Estimated Length of Project:
75 (Substantial Completion) + 30 (Final Completion)

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.

Project Location: Henderson

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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.

Project Location: Cadiz, Kentucky

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City of Pikeville – Bikeways

City of Pikeville – Bikeways

Project consists of installing necessary signage to delineate bike routes through the City and installing
bicycle related amenities throughout.

Project Location: Pikeville, Kentucky

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Robertson County Board of Education – Blacktop Project

Robertson County Board of Education – Blacktop Project

Project consists of furnishing the specified labor, materials, supplies, tools, and or services, indicated for the:
Robertson County Blacktop Project – BG# 20-263

Project Location: Mt Olivet, Kentucky

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EKU – New Martin Hall Painting / ITB-3-2020

EKU – New Martin Hall Painting / ITB-3-2020

This invitation is for painting and repair services as specified in the following bid at Eastern Kentucky
University’s Martin Hall, located on EKU’s Richmond Campus. The work includes furnishing all labor,
materials, equipment and services necessary for the complete touch up painting of all items

Project Location: Richmond, Kentucky

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EKU – North Hall Painting / ITB-5-2020

EKU – North Hall Painting / ITB-5-2020

This invitation is for painting and repair services as specified in the following bid at Eastern Kentucky University’s North
Hall, located on EKU’s Richmond Campus. The work includes furnishing all labor, materials, equipment and services
necessary for the complete touch up painting of all items as indicated.

Project Location: Richmond, Kentucky

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RFB-01-21 Maintenance Sheds Henderson & Muhlenberg Counties

RFB-01-21 Maintenance Sheds Henderson & Muhlenberg Counties

Estimate:
$126,000.00
Estimated Length of Project:
90 (Substantial Completion) + 15 (Final Completion)

The project is (2) new 2,160 square foot maintenance shed for maintenance and equipment storage located in two separate counties. The construction is a wood pole barn style with metal siding.

Project Location: Various

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Elizabethtown Regional Airport – Wildlife Exclusion Perimeter Fence

Elizabethtown Regional Airport – Wildlife Exclusion Perimeter Fence

Project consists of furnishing all labor, materials and equipment and performing all work
necessary for Wildlife Exclusion Perimeter Fence at the Elizabethtown Regional Airport.

Project Location: Elizabethtown, Kentucky

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EKU 14-21 EKU Bypass Pedway

EKU 14-21 EKU Bypass Pedway

Eastern Kentucky University (EKU) hereby requests sealed bids for the materials, supplies,
equipment or services set forth herein, subject to all conditions outlined in this Bid Package.

Project Location: Richmond, Kentucky

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RFB-249-20 Re-Ad of RFB-221-20 RCC/CRTC Roof Repairs

RFB-249-20 Re-Ad of RFB-221-20 RCC/CRTC Roof Repairs

Estimate:
$291,474.00
Estimated Length of Project:
90 (Substantial Completion) + 15 (Final Completion)

The project involves re-roof work at the DOC Roederer Correction Center in La Grange, KY. The existing approximately 16,322 square foot roof to be removed is a shingle roof on plywood deck on two different buildings on the same campus. The new roof system is a standing seam metal roof. The exsiting gutters and downspounts will get replaced along with splash blocks on the ground. In addition to the roof one building will receive new vinyl siding and aluminum trim.

Project Location: La Grange

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