Estimate:
$961,820.00
Estimated Length of Project:
(Substantial Completion) + 365 Calendar Days (Final Completion)
The proposed Lower Beech Creek AMD Abatement Project, approximately 99 acres total, consists of approximately 10 acres of stream bank restoration, 66 acres of borrow area and 23 acres of acid producing barren refuse/acidic clays. The site is located near the outfall of Lower Beech Creek into headwaters of the Pond Creek. The site is located on the Drakesboro Quadrangle. The site access point is located at 37°-10’-58.18” N, 87°-04’-28.36” W. To reach the site, from the Central City exit on the Western Kentucky Parkway, take U.S. 431 south for 6.5 miles. Turn right onto KY 176 West and go 1.7 miles. Turn left onto Merle Travis Highway and go 1.2 miles. Turn right onto Wyatts Cemetery Road and go to the gate on the left at the above latitude and longitude.
There are three proposed borrow areas located at this site, 66 acres total. One site located on the northern central area consists of 33 acres. The second site is located on the south central area and consists of 27 acres, and the third site located on the south west area consists of 6 acres. It is estimated that no more than 50% of the borrow area will be disturbed. These areas have previously mined areas within their boundaries. There will be a permanent stream crossing from Zone 2 to Zone 4 constructed to allow access to zone 4 from either direction.
Zone 1:
Zone 1 consists of 2,575 LF (1.25 acres) of stream bank restoration. Zone 1 will have 25 tons/acres of agriculture limestone spread across all exposed refuse. Refuse will be removed from the stream channel banks and roadsides. All slopes except for isolated areas at the discretion of the engineer will be graded to less than 3:1. Zone 1 will then have 50 tons/acre of agriculture limestone applied, with a minimum of 2’of clean soil/spoil placed over the limed areas. Area will be seeded with the AML wildlife mixture. If the road to stream height is greater than 10 feet, benches will be installed on 10’ verticals. Benches are to be 3’ wide with ECB swale ditches running to vertical drop drains or natural drains. ECB “V” ditches will be constructed along the roadside and a drop drain to the stream installed at least every 200 LF or at a natural drain. Drop drains will be armored from the roadside to the stream with Class II/ III rock channel at least 3 feet thick in a 4 feet flat bottomed ditch design.
Zone 2:
Zone 2 consists of 1,975 LF (3.40 acres) of stream bank restoration. Zone 2 will have 25 tons/acre of agriculture limestone spread across all exposed refuse. Refuse will be removed from the stream channel banks and roadsides. Hillsides will be graded incorporating the agriculture limestone. Benches will be installed on 10’ verticals. ECB swale ditches will be installed on the created benches running to vertical drop drains or natural drains. All slopes except for isolated areas at the discretion of the engineer will be graded to less than 3:1. Zone 2 will then have 50 tons/acre of agriculture limestone applied, with a minimum of 2’ cap of clean soil/spoil placed over the limed areas. The area will be seeded with the AML wildlife seed mixture. ECB “V” ditches will be constructed along the roadside and a drop drain to the stream installed at least every 200 LF or at a natural drain. Drop drains will be armored from the roadside to the stream with Class II/ III rock channel at least 3 feet thick in a 4 feet flat bottomed ditch design
Zone 3:
Zone 3 consists of 5.00 acres. Zone 3 will have 25 tons/acre of agriculture limestone spread across all exposed refuse and then be graded. Zone 3 will then have 50 tons/acre of agriculture limestone applied with a minimum of 2’ cap of clean soil/spoil placed over the limed areas. Zone 3 will then receive a final coverage of 25 tons/ acre of agriculture limestone with a wildlife seed mixture. Refuse will be removed from stream banks at the stream channel and placed in uniform layers south of the access road. This area will also be capped with a minimum of 2’ of clean soil/ spoil. All slopes except for isolated areas at the discretion of the engineer will be graded to less than 3:1. ECB “V” ditches will be constructed along the roadside with Class II anchors installed on 200 ‘ centers and a drop drain to the stream installed at least every 200 LF or at a natural drain. Drop drains will be armored from the roadside to the stream with Class II/ III rock channel at least 3 feet thick in a 4 feet flat bottomed ditch design.
Zone 4:
Zone 4 consists of 23 acres of restoration of a refuse disposal area. Excess refuse will be buried in the area. Zone 4’s refuse will be graded for positive drainage and then have 50 tons/acre of agriculture limestone spread across all exposed refuse. Zone 4 will then be capped with a minimum of 2’of clean soil/spoil material and then receive a final coverage of 25 tons/ acre of agriculture limestone with the AML wildlife seed mixture.
The project site has been previously disturbed by coal mining operations. 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 including silt traps and silt barriers (bales and silt fence). Tree clearing must be completed between October 15th and March 31st inclusive. All disturbed areas will be promptly revegetated at the end of construction. Revegetation will use the AML wildlife seed mixture unless otherwise noted. Enough mulch has been included for two applications in the event the application of a cover crop is required.
The work entails the remediation and selective replacement of the existing built-in millwork and solid surface countertops in kitchens and living areas in all six (6) of the Bingham Gardens Group Homes.
CCK-2463-20 Taylor Building: Tower, Entrances, Windows & Miscellaneous Renovations
CCK-2463-20 Taylor Building: Tower, Entrances, Windows & Miscellaneous Renovations
THE PROJECT IS FOR THE RESTORATION AND REPAIR OF THE TOWER AND CUPOLA INCLUDING A
NEW CUPOLA ROOF, NEW TOWER WINDOWS, AND RECONSTRUCTION OF THE ORIGINAL WEATHER
VANE. OTHER IMPROVEMENTS ARE THE INSTALLATION OF TWO BASEMENT BELOW-GRADE
WINDOWS AND WINDOW WELLS, SLATE ROOF-REPAIRS, BUILDING ENTRANCE RENOVATIONS, AND
EXTERIOR LIGHTING UPGRADES.
THERE ARE TWO ADD ALTERNATES WITH THE PROJECT, AUDITORIUM WINDOW RENOVATIONS AND
EXTERIOR TUCKPOINTING.
Flood Pump Station Electric Grease Lubrication System Upgrade Project
Flood Pump Station Electric Grease Lubrication System Upgrade Project
Description and location of Project: This Contract provides for the installation of electric grease lubrication systems at five flood pump stations and all other appurtenant work. This project is generally located at five different flood pump stations (FPS): 5th St FPS, 10th St FPS, 17th St FPS, 27th St FPS & 34th St FPS.
RFB-157-20 Parks – Burnside Campground Improvements
RFB-157-20 Parks – Burnside Campground Improvements
Estimate:
$585,196.00
Estimated Length of Project:
Various (Substantial Completion) + 30 (Final Completion)
The project is for improvements to a portion of the existing General Burnside State Park Campground. The project intent is to upgrade electrical, sanitary and water utilities at existing campsites, construct two ADA compliant / accessible campsites, and site improvements to additional campsites.
Project scope includes a Base Bid and multiple Additive Alternates. Base Bid Scope includes limited site clearing and demolition of three existing campsites, selected tree removal, as well as clearing of existing landscape material to as required to construct new utilities, construction of new 50 amp electrical service to 34 camp sites, sanitary service to 17 camps sites and construction of a new sanitary lift station, water service to 17 camp sites and minor landscape improvements. There are four (4) Additive Alternates of similar scope, to improve existing campsites by widening existing asphalt driveways, constructing new crushed stone living areas and providing new site amenities. Refer to the Schedule of Alternates in the Drawings for additional requirements.
City of Frankfort – Frankfort West Main Street Two Way Conversion
City of Frankfort – Frankfort West Main Street Two Way Conversion
This project shall consist of removing and replacing existing
pavement markings, traffic control devices and signs as well as the installation of a signal at
Ann Street.
20-07 / Kenilworth Road Area Water Main Replacement
20-07 / Kenilworth Road Area Water Main Replacement
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for
this Project is $500,001 – $1,000,000. 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.
Estimate:
$5,029,791.69
Estimated Length of Project:
September 20, 2020 (Substantial Completion) + October 30, 2020 (Final Completion)
Kentucky Exposition Center is located at 937 Phillips Lane, Louisville, Kentucky, just north of I-264 and just west of I-65. The Expo Center currently utilized five (5) vehicular gates to enter the property. This project, as currently constructed, is to design new vehicular entry gates and immediate site modifications for Gate 1 (on Freedom Way). In general, the new vehicular gate entry will receive new lane modifications, employee toll booths (10 with one being ADA accessible), toll booth canopy with integrated digital technology, and a new auxiliary building that will host a restroom and IT space. Plans will be required to be reviewed by the Kentucky Department of Housing, Buildings, and Construction, Division of Building Code Enforcement. The design will be regulated by the Kentucky Building Code (The KBC includes IBC 2015 with certain modifications). Building Code and Energy Code are as follows: 2018 Kentucky Building Code (IBC 2015) / ASHRAE 90.1-2010.
Monticello Utility Comm – Water Line Utility Relocation – Reconstruction of KY 90 From Old Mills Spring Road to Bridge
Monticello Utility Comm – Water Line Utility Relocation – Reconstruction of KY 90 From Old Mills Spring Road to Bridge
The work to be bid is described as follows:
The relocation of existing 2-inch through 16-inch water line and accessories;
and installation of 2-inch through 16-inch PVC, ductile iron pipe, meter settings, steel
cover pipe, bores, and associated accessories.
City of Lawrenceburg – Downtown Sidewalk Replacement Project
City of Lawrenceburg – Downtown Sidewalk Replacement Project
This project is for replacing dilapidated sidewalks on the East and West side of 100 block of
South Main Street. This area is between Court Street and Woodford Street. The width of the
sidewalk varies between 7 and 24 feet. Project includes approximately 12,400 square feet of
sidewalk replacement, 400 feet of curb replacement, 21 ADA sidewalk ramps and
appurtenances.
GEOGRAPHIC COORDINATES LATITUDE 84:53:46.38 LONGITUDE 38:2:12.11
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
Provide new campus site lighting to include but not limited to new light fixtures installed with new poles and concrete foundations, replacement light fixtures retrofitted to existing poles, new light fixtures installed on exterior walls of existing buildings, underground directional boring and trenching, conduit and wiring and automatic lighting controls. Project also includes upgrade to existing the fire and alert system notification systems in multiple buildings to provide fire, weather and intruder alert notification appliances located on building exterior.
Louisville Water Company is requesting Bids for the furnish and installation of 1,460 +/- linear feet of 8-inch PVC DR 18 water
main, install 40 +/- linear feet of 8” DI PC350 water main, install two (2) fire hydrants, and appurtenances. Restore the site, all of the
above shall be made ready for use in accordance and compliance with the Contract Documents. All material will be supplied by the
Contractor.
The project includes repairs and recover of the roof at three buildings at Madisonville Community College: the Academic building and Mine Occupations building at 150 School Street, Madisonville, and the Learning Resource Center at 2000 College Drive, Madisonville.
At the Academic building, work includes: a new liquid-applied roof coating over existing modified bitumen roof, approximately 30,000 square feet, including removal and replacement of designated areas of wet insulation; removal of unused equipment and curbs, infill of deck and insulation; removal of existing built-up roof system from a concrete canopy deck, and installation of a liquid-applied roof system, approximately 2,500 square feet; remove existing roof hatch and replace with new.
At the Mine Occupations building, work includes: a new liquid-applied roof coating over existing built-up roof, approximately 10,100 square feet, including removal and replacement of designated areas of wet insulation; removal of unused equipment and support framing; install new roof access ladder with safety cage. The Owner will remove existing materials as required for installation of new roof ladder.
At the Learning Resource Center, work includes: a new modified bitumen roof re-cover of an existing modified bitumen roof, approximately 15,000 square feet, including removal and replacement of designated areas of wet insulation; remove existing roof hatch and replace with new.
The Scope of Work includes the following:
a. Remove existing electrical campground pedestals after new electrical pedestal is working correctly at Carr Creek Campground.
b. Mark all existing underground utilities before digging for new services for electrical pedestals.
c. Remove old electrical service panels that fed old campground electrical pedestals, after new ones have been installed and working correctly.
d. Contractor to furnish and install new electrical service to Campground Registration and Managers Offices with new a ground rod installed at each building location.
e. Contractor to provide and install new electrical pedestals and a new ground rod within 5 feet of existing electrical pedestals confirm final locations with David Richardson Park Manager.
f. Contractor to furnish and install new electrical service to Campground Entrance with new ground rods and electrical service meter. Contractor shall work and coordinate with utility company to ensure all electrical requirements are met.
g. Contractor to furnish and install new electrical service to Maintenance building with new ground rods and electrical service meter. Contractor shall work and coordinate with utility company to ensure all electrical requirements are met.
Hardin County Water District No. 1 – Water Street Storm Drainage Improvement
Hardin County Water District No. 1 – Water Street Storm Drainage Improvement
This contract consists of Water Street storm drainage improvements within Fort Knox. The
project includes the supply materials and construction of storm water improvements.
Replacement of guard tower glazing and repair / resurfacing of guard tower EIFS. Work includes but is not limited to selective demolition, glazing removal, metal frame repair / renovation, tempered insulating glazing, painting, exterior insulation finish system (EIFS) repair/resurfacing.
