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.
Frankfort Sewer Department – Rolling Acres Sewer Rehabilitation Phase 2
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.
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.
Shelby County Courthouse – Sidewalk & Drainage Project Phase 2
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
LFUCG – Cooling Tower Rigging and Replacement REBID
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.
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”.
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 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.
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.
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.
RFB-39-19 Parks – General Butler Upgrade Improve Audio-Visual Systems
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.
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.
The project involves the complete removal of the existing HVAC system. This will include removal of the existing hot water boiler system, expansion tanks, housekeep pads, circ. Pumps, air separator and controls.
In this project will include the installation of three new VRF systems, mechanical ventilation system which includes an energy recovery unit, a dedicated make up air unit, ventilation air ductwork and the installation of the refg. Piping also, a new rooftop HVAC unit to air condition the Drill Hall. This contractor will need to make all of the interlocks between equipment for controls. Complete the installation of the new windows and doors so security for the building is not breeched.
If the add alternate #1 is accepted install polished concrete floors in all areas that now have VCT floor covering.
This project also has an allowance of $47,000.00 to expand the existing DDC control system to accept the new equipment and schedules.
Mountain Water District – Belfry – Pond Creek Sewer Project Contract 2 – Wastewater Collection System
Mountain Water District – Belfry – Pond Creek Sewer Project Contract 2 – Wastewater Collection System
Please Note: Addendum 03 has changed the Bid Date
PROJECT DESCRIPTION:
The Project consists of constructing approximately 40,000 LF of sanitary sewer force
main, one sewage lift station, and approximately 1,400 LF of water line to serve the new Belfry Wastewater Treatment Plant.
The project includes HVAC and electrical systems additions to add six welding booths to the existing masonry shop at Northpoint Training Center, Burgin, KY. Total renovated area is approximately 2,500 sq ft. HVAC improvements include adding three welding exhaust recirculating filtration systems, and local exhaust arms for the six booths. Electrical improvements include a new power panel in the welding shop, welder and handheld grinder power circuits, and miscellaneous lighting in the shop.
MCCREARY COUNTY STP 5147(023) : PINE KNOTT-WILLIAMSBURG ROAD(KY-92) RECONSTRUCT KY-92 FROM 500 FT. WEST OF THE WHITLEY-McCREARY COUNTY LINE TO 1200 FT. EAST OF OLD JELLICO CREEK ROAD GRADE & DRAIN WITH INCIDENTAL SURF. SYP NO. 11-00184.10.
