Laurel Ridge Road Drainage Improvement Project
Description and location of Project: This unit base construction order is for the drainage improvement project along Laurel Ridge Road which includes 10-inch driveway pipe, and 1′ paved ditch installation, in Metro Council Distract 24.
Project Location: Louisville, Kentucky
Blue Horse Ave. Drainage Improvement Project
Description and location of Project: This unit based construction order is for the pipe and drain installation along Blue Horse Ave in Metro Council District 9.
Project Location: Louisville, Kentucky
RFB-50-19 KCTCS – JCTC Advanced Manufacturing Center Phase2
Project Manager Name: Anne Saint-Aignan
Phone: (502) 782-0337
Email:anne.saintaignan@ky.gov
Estimate:
$13,787,500.00
Estimated Length of Project:
510 (Substantial Completion) + 30 (Final Completion)
A. The Work of the Project is defined by the Contract Documents and consists of, but not limited to, the following Phase 2 AMIT site clearing and new construction work:
1. Demolition of existing 746 South First Street, JCTC office/storage building concrete first floor slab, loading dock, partial basement, foundations and footings.
2. Demolition of existing billboard foundations adjacent to the 746 South First Street structure complete.
3. Site clearing including but not limited to asphalt parking lots and drives, concrete parking lots and drives, public sidewalks and curbs, existing foundations, overhead utilities and other Work indicated in the Contract Documents.
4. Construction of new JCTC, AMIT facility.
5. A Property Management Plan by Linebach Funkhouser have been included in the specifications. Based on the depth of excavation and demolition it is not anticipated that any contaminated soils will be encountered but provisions are attached in the event contaminated soils are exposed during demolition of structures and/or excavation of test trenches.
6. Phase 2 AMIT General Contractor to assume possession and responsibility for upkeep of construction fencing that was originally installed by the Phase 1 Demolition Contractor. Traffic control devices currently installed are the responsibility of the Phase 1.5 Traffic Control Contractor for the duration of the Phase 2 AMIT construction.
Project Location: Louisville
CCK-2354-19 BP6 Pav HA Emergency Power – 2402.3
Please Note: Addendum 03 has changed the Bid Date
PROJECT DESCRIPTION:
Contractor to furnish and install a complete electrical system that will provide 300 emergency
power panel in room HA619 on the 6th Floor of Pavilion HA in Chandler Medical Center. The
panel will be fed from the first floor room HA0199.
Project Location: Lexington, Kentucky
Mason County Board of Education – Straub Elementary School and Athletic Building Roof Replacement
PROJECT DESCRIPTION:
Straub Elementary School and
Athletic Building Roof Replacement
Project Location: Maysville, Kentucky
CCK-2353-19 HSRB Cold Room Chiller
Please Note: Addendum 01 has changed the Bid Date
PROJECT DESCRIPTION:
This project is for HSRB COLD ROOM CHILLER
Project Location: Lexington, Kentucky
Woodford County Public Schools – Southside Elementary School Cafeteria / Kitchen Addition
PROJECT DESCRIPTION:
Southside Elementary School Cafeteria / Kitchen Addition located at 1300 Troy Pike, Versailles,
Kentucky
Project Location: Versailles, Kentucky
RFB-52-19 KYTC – Woodford County Rest Area Pump Station
Project Manager Name: Mark Strevels
Phone: (502) 782-0334
Email:
mark.strevels@ky.gov
Estimate:
$ 79,000.00
Estimated Length of Project:
120 (Substantial Completion) + 30 (Final Completion)
This project will replace a poorly functioning lift station and appurtenances at/near the I-64 Rest Area in Woodford County, Kentucky.
The project will construct a short length (less than 30’) of 8″ gravity sewer for the new inlet to the lift station. As shown on the plans, discovery of where this existing 8″ line bends is the Contractors responsibility. The Contractor shall provide underground power to the station as indicated from an existing disconnect. The Contractor shall construct a new discharge line as indicated on the plans including all necessary fittings and line markers. When appropriate, the Contractor shall demolish and remove the existing Lift Station. The Contractor shall install a new combination air valve in the approximate location shown on the plans. Discovery in the field of the existing force main shall be accomplished by the Contractor after consultation w/ appropriate KYTC officials (see KYTC Contacts on Sht. C02 of Plans). The Contractor shall ensure that this air valve is installed at the local high point in the force main. All surveying on the job is the Contractors responsibility.
The project shall be constructed wholly within KYTC rights of way as indicated.
Project Location: Woodford
RFB-56-19 Tim Malone and Chris Johnson AML
Estimate:
$153,000.00
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
The proposed project consists of a coal seam fire reclamation in Pike County. The project area is located on the United States Geological Survey (USGS) 7.5’ Pikeville quadrangle (see the attached project and site maps).
The Tim Malone Seam Fire Site consists of covering up the coal seam fire using on-site material. The site is located off Melvina Drive on Chloe Creek, near the community of Pikeville, KY. The project area is centrally located at N 37° 28’ 48.36”, W 82° 30’ 7.44”. To reach the site from the Prestonsburg Regional Field office, travel to Pikeville on US 23 South, take exit ramp onto KY-1384 toward downtown Pikeville, turn right onto KY-1426 (Lower Chloe Creek) for 0.8 miles, turn left across a concrete bridge onto Melvina Drive, last house in the hollow is Mr. Malone’s.
The Chris Johnson Seam Fire Site consists of covering up the coal seam fire using on-site material. There are exposed auger holes on an upper bench that is not on fire that will be backfilled. The site is located near the community of Pikeville, KY. The project area is centrally located at N 37° 29’ 6.9”, W 82° 30’ 8.2”. To reach the site from the Prestonsburg Regional Field office, travel to Pikeville on US 23 South, take exit ramp onto KY-1384 toward downtown Pikeville 0.6 miles, turn left onto KY-1426 for approximately 0.5 miles past shopping center, turn right for 0.1 miles to a locked gate on your left. Mr. Johnson lives in a trailer across from the gate access entrance.
Entry to the work areas will be accessed by the county road. Reclamation work consist of covering the seam fire using smothering methods to minimize the fire. When necessary water and/or foam will be pumped to quenching the burning material. There is an existing access road that will be used and maintained with roadway stone. A section of road will have to be constructed from the Chris Johnson site to the Tim Malone site. The waste material generated during project work shall be used on site in the smothering and grading portions of the project boundaries.
During the process of these construction activities, trees over 3 inches in diameter at breast height will have to be removed in the AML problem area. A sediment and erosion control program, consisting of such measures as constructing hay bales/silt fence to be maintained throughout the life of the project and prompt re-vegetation using agricultural limestone, fertilizer, seed, and mulch will be implemented on all areas disturbed by this project.
Project Location: Pike
Louisville Metro Housing Authority – 1475 Will E. Seay Plaza – Chiller and Boiler Upgrades
Please Note: Addendum 02 has changed the Bid Date
PROJECT DESCRIPTION:
Work under this contract includes all labor, materials, equipment and related items required to replace, disposal of existing roof top chiller, boilers and water heaters.
LMHA PROPOSAL #1475
Project Location: Louisville, Kentucky
RFB-54-19 Stephen McKinney Slide Phase II AML
Estimate:
$166,740.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The Stephen McKinney site is located at 1402 Branhams Creek, Grethel, KY 41631 in Floyd County, KY at coordinates N 37° 28′ 40.90”, W 82° 38′ 39.60”. A portion of the bench on which the house sits has slid down toward Branhams Creek. This has made access to the other structures on the property potentially hazardous and could cause those structures to be lost if it continues to slide. Also, the material (trees, soil, debris, etc.) that is sliding could block the creek and cause flooding, including causing damage to the bridge used to access the McKinney property. The site was first inspected on 2/27/2018 and was referred to the AML design branch.
To address these concerns, the slide material will be excavated until a solid rock bench can be located. The material will be stockpiled on the bench for later use, and 120 L.F. of 21’ long W8x40 steel beams 6’ O.C. will be driven 10’ into the rock bench with sheet steel lagging between them. The soil will then be placed back behind the beams in compacted 1’ lifts with high strength uniaxial geogrid placed every 2’. Further details on this are shown in the plans. Some slide material and debris will be excavated from the area by reaching across Branhams Creek from the opposite bank. A rock silt check will be placed in the stream to mitigate issues from material entering the creek.
Additionally, several ditches and drains will be used to keep water off the slide area. A 280’ long, 1’ deep ECB ditch will be installed at the top of the hill behind the house, and two 1’ deep combination ECB ditch-drains will be installed directly behind the house (265’ long) and behind the storage structure on top of the slide (130’ long). The locations for these ditches/drains are listed on the plans. All three ditches will meet and be combined in a junction box with a steel grate which will outlet into an 18” HDPE pipe. The pipe will then outlet into an existing excavated rock ditch that runs down the hillside into the creek.
The contractor shall provide access to the site by either:
a) Installing a low water crossing (AML 50-10-7) on the downstream side of the existing bridge, or
b) Cribbing the bridge in the center and providing protective measures to the deck with steel plates or wooden runners.
If a low water crossing is chosen as the preferred method, a floodplain permit, which has already been obtained by AML, will be required. Other access to the site will be via the existing driveway and through the yard.
The waste areas for the project are located on either side of the McKinney driveway and are marked on the plans. Both waste areas may require tree removal, as may the slide area.
Project Location: Floyd
Frankfort Sewer Department – Rolling Acres Sewer Rehabilitation Phase 2
PROJECT DESCRIPTION:
The Work includes approximately 7,820 feet of pipe liner installed in existing 8-inch vitrified clay pipe, approximately 6,020 feet of open excavation replacement of 8-inch sewer pipe, approximately 9 open excavation repairs of existing 8-inch vitrified clay pipe, and rehabilitation of approximately 41 manholes.
Project Location: Frankfort, Kentucky
WKU-10157 Improvements at Horse Barn #3
WKU invites you to bid on AG EXPO CENTER BARN #3 IMPROVEMENTS. The project
consists of grading and drainage improvements at Barn #3 located at the LD Brown Ag Expo Center.
Area of disturbance is between one and two acres. Includes underground storm drainage pipe, minor concrete and asphalt work, site re-grading.
Project Location: Bowling Green, Kentucky
Shelby County Courthouse – Sidewalk & Drainage Project Phase 2
PROJECT DESCRIPTION:
The work to be bid will be described as follows in approximate quantities:
Demolition of 2520 square feet of sidewalk
Concrete sidewalk construction
2520 square feet
Demolition reconstruction of existing steps
115 linear feet of storm drain and appurtenances
50 linear feet of 1 inch pipe for receiving air conditioner condensate
Waterproofing and foundation drain for west side of existing courthouse
Sealing new concrete surface for protection from de-icing chemicals
Project Location: Shelbyville, Kentucky
LFUCG – Cooling Tower Rigging and Replacement REBID
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule for the Cooling Tower Rigging and Replacement Reissued, Lexington-Fayette County, Kentucky.
Project Location: Lexington, Kentucky
RFB-51-19 Sheila White AML
Estimate:
$146,180.00
Estimated Length of Project:
(Substantial Completion) + 90 Calendar Days (Final Completion)
The site is located along 16 Mile Trace Branch Road approximately 1.1 miles from the intersection with Kentucky Highway 267 north of Hazard at coordinates N 37° 19’ 45.19”, W 83° 13’ 27.58”. The project consists of constructing 140 linear feet of 5.5’ wide Concrete Block – Tied Mat Ditch and a total of 390 linear feet of combination rock ditch / subdrain at the base of the hillslope in the backyard. The southern subdrain will discharge into a drop box and HDPE pipe to convey water to existing drainage. The northern subdrain will discharge into an HDPE pipe to convey water through a gabion wall that will be constructed in order to help stabilize a small slide that is causing a power pole to lean. Below this gabion wall a rectangular gabion ditch with 4’ flat bottom will be constructed to reach a gabion wear that will slow down the flow before water crosses under 16 Mile Trace Branch Road. A 24” DWPP pipe with concrete headwalls will be constructed realign and replace the existing pipe below 16 Mile Trace Branch Road. Material from the ditches, subdrain, and small slide area will be taken to the waste area located at N 37° 18’ 40.6”, W 83° 11’ 46.7”.
Project Location: Pike
RFB-49-19 Feds Creek AML
Estimate: $ 51,845.00
Estimated Length of Project: (Substantial Completion) + 90 Calendar Days (Final Completion)
The Feds Creek Blowout HP AMLRP is located in Pike County, Kentucky at N 37° 23′
50.79” latitude and W 82° 10′ 40.41″ longitude near Fedscreek, KY. The site can be
reached from Prestonsburg, by taking US 23 south for 28.5 miles and turning right onto
US 460 east at Food City. Travel 22.5 miles and then turn onto KY 1499. Continue for
1.9 miles and turn right onto KY 366. Go 3.9 miles and turn right onto Miller’s Fork
Road. The project site begins near the last home on the right.
Project Area
A mine blowout caused water, mud and other debris to impact Miller’s Fork Creek and
roadway. The reclamation project KY DAML proposes would abate the problems by
cleaning out approximately 400’ of Miller’s Creek. Grout and rip-rap would also be
used to stabilize areas of the creek bank impacted by the blowout. Two 60” culverts
would also be replaced with RHDPE pipe. Both of those culverts would also have inlet
and outlet headwalls. At the outlet end of the western most headwall a 20’long by
10’tall Sheet Pile Wall would be constructed to help protect and stabilize the hillside.
An 18” HDPE pipe, with inlet headwall, would also be installed to facilitate existing
drainage impacted between two homes on Miller’s Fork Road. The roadside ditch
would also be cleaned out as needed.
Silt fence and/or bales and rock check dams are proposed for proper silt control. A
utility relocation bid item is included, which would replace “in kind” qualifying features
as disturbed to facilitate the abatement plan. Likewise, roadway stone and concrete
bid items are included, which would repair “in kind” any damage to the driveways off of
Miller’s Fork Road.
Waste Area
N 37° 24′ 2.52” latitude and W 82° 14′ 24.29″ longitude.
Waste material would be end dumped and then lightly graded with a bulldozer, or other
heavy equipment as directed by the engineer.
General
All disturbed areas (site and waste area) would be re-revegetated according to KY
AML standards. Trees greater than 3” at breast height could be removed to facilitate reclamation activities.
Project Location: Pike
LFUCG – Phoenix Cooling Tower Installation
PROJECT DESCRIPTION:
Consisting of the construction and/or furnishing of items as listed in the Bid Schedule
for the Cooling Tower
Replacement, 101 E Vine Street, Lexington-Fayette County, Kentucky.
Project Location: Lexington, Kentucky
RFB-38-19 BOND FORFEITURE G VI LON 18
Estimate:
$ 45,225.00
Estimated Length of Project:
(Substantial Completion) + October 30, 2018 (Final Completion)
The Division of Abandoned Mine Lands wishes to receive bids to perform reclamation work on approximately 10 acres of mine land in Lee County, Kentucky. The work will consist of earthwork, pond removal, grade work, and revegetation of 1 bond forfeiture permits.
Project Location: Lee
Garrard County Fiscal Court – Contract 1: Bradshaw Mill Road – Bridge Replacement
PROJECT DESCRIPTION:
Bradshaw Mill Road (CR 1011) – Bridge Replacement
Project Location: Lancaster, Kentucky
RFB-40-19 KSFB – Fairgrounds Drainage and Piping Repair
Project Manager Name: Tony Yates
Phone: (502) 782-0338
Email:
Tony.Yates@ky.gov
Estimate:
$ 56,000.00
Estimated Length of Project:
12/15/18 (Substantial Completion) + 1/15/19 (Final Completion)
There are three facets of this project. We are adding roof drains to an existing canopy that runs along several of the buildings on the North side of the facility. These roof drains will be tied to the storm lines in that area. We are installing a trench drain at the overhead door of Freedom Hall to prevent storm runoff from entering the hall. The last portion is a repair to a leaking water line under the North Wing floor which runs to a floor port in the slab.
Project Location: Louisville
RFB-44-19 DMA – WHFRTC Housekeeping Facility
Project Manager Name: Dwayne Brown
Phone: (502) 782-0315
Email:
Dwayne.Brown@ky.gov
Estimate:
$402,185.00
Estimated Length of Project:
240 (Substantial Completion) + 30 (Final Completion)
Construction of a new, single story, 2,240 square feet, freestanding building to provide laundry facilities and storage.
Project Location: Greenville
RFB-45-19 DMA – WHFRTC Engagement Skills Training Facility
Project Manager Name: Dwayne Brown
Phone: (502) 782-0315
Email:
Dwayne.Brown@ky.gov
Estimate:
$741,689.00
Estimated Length of Project:
240 (Substantial Completion) + 30 (Final Completion)
Construction of a new, single story, 6,385 square feet, pre-engineered building addition to provide combat simulation training.
Project Location: Greenville
RFB-39-19 Parks – General Butler Upgrade Improve Audio-Visual Systems
Project Manager Name: Brian Cottongim
Phone: (502) 782-0317
Email:
Brian.Cottongim@ky.gov
Estimate:
$123,481.00
Estimated Length of Project:
150 calendar days (Substantial Completion) + 10 (Final Completion)
The construction documents identify various improvements, additions and/or replacements of components to the building’s systems to enhance and improve the audio/visuals systems for the conference center at General Butler State Park. Some locations include addition of power services and replacement of lighting to aid the audio/video systems capabilities.
Project Location: Carrollton
RFB-41-19 KDFWR – Otter Creek Septic System Improvements
Project Manager Name: Tony Yates
Phone: (502) 782-0338
Email:
Tony.Yates@ky.gov
Estimate:
$132,000.00
Estimated Length of Project:
90 (Substantial Completion) + 30 (Final Completion)
The Division of Facilities Management is soliciting bids for septic system improvements at the Otter Creek Outdoor Recreation Area Campground, 850 Otter Creek Park Road, Brandenburg, KY 40108. The work generally/approximately consists of the following: Installation of a 37,500 SF sewage lagoon, 255 LF of 6’ wide leaching chamber, 4-3000 gallon septic tanks, 1-7,500 gallon dual-pump dosing tank, 1130 LF of 4′ gravity effluent line, 776 LF of 2′ force main and other appurtenances.
Project Location: Brandenburg