Breathitt County Water District – Waterline Extensions Project Contract 2 -Tank Rehab
Breathitt County Water District – Waterline Extensions Project Contract 2 -Tank Rehab
Project consists of: Existing Tank Cleaning and Painting
Clean out and dispose of any existing sediments. Complete repairs, surface preparation, clean and paint/finish the interior (wet surfaces) and exterior surfaces and piping of the tank, coat concrete foundation as needed for a complete and proper installation. Install Cathodic protection.
Estimated Length of Project:
(Substantial Completion) + 120 Calendar Days (Final Completion)
From Sandgap KY, travel north ~800 feet on KY 2004 until reaching Upper Dry Fork Road. Turn right on Upper Dry Fork Road. Travel in a northeasterly direction ~2.7 miles until reaching J Kirby Road (aka Dick Hollow Road.) Turn left onto J Kirby Road and travel in a northerly direction, at ~500 feet, veer right at the fork, which is the beginning of James Cooper Road (aka Dick Hollow Road); continue traveling ~1.1 miles until reaching the slide. Coordinates at the site are as follows: 37°30’58.84″N 84° 3’8.78″W
There is an existing slide below the home that has taken out the Wilson Road (currently closed to through traffic) and was threatening the residential structure. The Phase I project focused on protecting the home from damage and/or collapse. Two I-Beams (80 LF each) were installed under the houses deck for support. The beams are supported on steel pipes drilled into rock and filled with concrete. A subdrain was constructed from behind the home to a roadway to relieve some of the hydrostatic pressure and continuously discharges water. This Phase I has been completed which consisted of supporting the house with I-Beams and constructing a subdrain.
The Phase II project has been designed.
The project consists of constructing a I-Beam steel wall encased in concrete on 3 foot centers in front of the house, drilling into rock and installing casing where needed. The W8x40 Steel I-Beams will be encased in concrete. The I-Beam will extend 5 feet above the bench with guardrail lagging and rock backfill between the house and the steel I-Beam to give additional support to the house. The scarp line has extended under the deck, which is supported by the I-Beams. The unsuitable material will be excavated and backfilled with rock. After backfilling, a layer of filter fabric will be placed on top of the backfill and covered with soil material. A 3’W x 2’H reinforced concrete footer will be installed along the front of the house. It will be the property owners to construct the piers.
The depth to rock was determined from the drilling on the left and right side of the house doing the Phase I project. Two 4 ft. x 4 ft. rock drains wrapped in fabric will be constructed from the rock floor (suspected bottom of the coal pit) to drain the water out of the backfilled to natural drains and relieve the hydrostatic pressure.
The rock drain on the North side of the house will tie into the subdrain constructed during the Phase I project. These drains extend past the county road that is to be re-constructed. The road will be constructed with suitable material obtained within the slide area. The footprint of the road will be excavated below the existing ground line a minimum of 4 feet. If this material is suitable for road, construction it can be re-compacted and wrapped in high strength geo-grid. If unsuitable material is encountered below this level, it will be excavated and disposed of onsite as directed by the Engineer.
The reconstructed roadway will be wrapped and overlapped with high strength geo grid every 4 feet of depth. All roadway fill will be compacted in 1 foot lifts
All scarp lines will be regrade to a slope of 2H:1V or flatter and provide positive drainage. There are no plans to repair the slide below the reconstructed roadway.
An 18″ HDPE pipe will replace an existing pipe that is clogged and perhaps damaged; the new pipe will ensure long-term drainage from the project limits.
Class II Backfill, allow with guardrail lagging and filter fabric is included to place behind the steel I-Beams to provide additional stability at the house seat level.
Earthwork is setup to grade disturbed areas near the end of reclamation activates.
Silt Barrier – Bales & Silt Fence is setup to prevent sediment from leave the project limits
Revegetation is including for revegetating the residential areas as directed.
Dense grade and roadway stone is setup to provide for repair in kind non-state maintained roadways used for access.
No trees, 3″ in diameter or greater (breast height) will be disturbed between April 1 and October 31st, except for in the slide and transition zone.
Any permits deemed necessary will be obtained prior to reclamation activities
Shelby County Public Library – Interior Renovation
Shelby County Public Library – Interior Renovation
The Project consists of the
CONSTRUCTION for the renovation of approximately 6,000 SF, of the Existing Library Building.
Additionally there will be finishes replacement, flooring & painting in the remainder of the 15,672 SF
library. The library will remain open and occupy the areas of the building not renovated. The library will
close for a time during the finishes replacement portion of the project. The project shall include but not
limited to metal stud wall framing, gypsum board finishes, flooring, painting, replacement carpet, doors +
hardware, aluminum glass sliding mall front doors, HVAC ductwork modifications, HVAC replacement,
new LED lighting, electrical power, data and communication wiring, and other related work necessary to
complete all work.
Bowling Green Independent Board of Education – Bowling Green High School Phase 4 – Early Site Package
Bowling Green Independent Board of Education – Bowling Green High School Phase 4 – Early Site Package
The Bowling Green Independent Schools Board of Education will receive sealed bids for the bid packages listed
for the Bowling Green High School Addition/Renovation Phase IV.
Work of the project includes removal and disposal of approximately 115 squares of existing asphalt shingle roof system, underlayments, vented nailbase insulation, flashings, gutters and downspouts and replacement with standing seam metal roof system, 100% leak barrier, rigid insulation, gutters, downspouts and associated flashings at the Robert C. Stone Building located at McKinney Skills Drive on the campus of Eastern Kentucky University. The work also installation of fiber cement wall panels over existing EIFS wall systems between the high and low roof areas.
The Floyd County Board of Education will receive proposals from qualified Architect firms for design services. The intended projects are roof replacement or repair on three (3) schools and HVAC replacement on two (2) schools.
CCK-2586-22 Taylor Ed Building – Room# 141 Men’s Restroom Renovation
CCK-2586-22 Taylor Ed Building – Room# 141 Men’s Restroom Renovation
THIS PROJECT RENOVATES EXISTING MEN’S RESTROOM 141. THIS RENOVATION
UPGRADES THE FINISHES, FIXTURES, LIGHTING, HVAC, AND FLOORING WITHIN THE
RESTROOM. AN EXISTING CLOSET WILL BE REMOVED. ADA ACCOMMODATIONS
WILL BE PROVIDED. A NEW DROP CEILING WILL BE INSTALLED.
Murray State University – Expo Center Section B Roof Replacement
Murray State University – Expo Center Section B Roof Replacement
This project consists of the removal and disposal of the existing roof, and installation of the new 46,000 square
foot, center section roofing material.
Roof Repair work on 3 buildings (Edge Wood Expansion Building, Edge Wood Career Center Building & Transportation Tech Bldg.) consisting of cap sheet, flashing and other miscellaneous repairs. A Roof Restoration coating system will also occur at Transportation Tech which includes installation of new gutters and downspouts.
The project consists of removal of existing shingle system, installation of new asphalt shingle system over existing building, including the following:
1. Remove existing asphalt shingles and underlayment to decking.
2. Remove existing gutters and downspouts
3. Remove existing roof edge metal trim.
4. Remove flashing at chimney
5. Clean existing stone masonry at chimney.
6. Apply water repellent to cleaned stone masonry at chimney.
7. Install new modified bitumen underlayment, including ice and water shield.
8. Install new 40-year, asphalt shingles.
9. Install new copper flashing at chimney.
10. Install new prefinished, galvanized steel gutters and downspouts.
11. Install new prefinished, galvanized steel roof edge trim.
City of Goshen – Harmony Landing Drainage Improvement Project – REBID
City of Goshen – Harmony Landing Drainage Improvement Project – REBID
The Harmony Landing Drainage Improvement involves various drainage improvements
including culvert installations/replacements, regrading and lining of ditches, miscellaneous
clearing and tree removal, grading/earthwork, ground restoration and all other appurtenant work.
This Contract provides for 220 linear feet (LF) of 18-inch pipe, 440 LF of earthen ditch
lined with Class II Channel Lining, miscellaneous fence removal/replacement, tree
removal, driveway apron replacement, and final restoration.
City of Pikeville – Second Street Streetscape Project
City of Pikeville – Second Street Streetscape Project
The scope of
work includes installation of clay pavers, drainage, concrete sidewalk, stamped concrete, and
temporary erosion control as described in the full summary of work and shown on the
attachments. The project is located along Second Street from Caroline Avenue to Division
Street.
McCreary County Water District – Contract 40 – Catron-Needle Road Waterline Replacement
McCreary County Water District – Contract 40 – Catron-Needle Road Waterline Replacement
The primary scope of work includes the installation of approximately 8,100 LF of 3-inch PVC
waterline, 205 LF of 3/4-inch HDPE service line, one pressure reducing valve vault, one flushing
hydrant, and related appurtenances.
The project includes providing all construction supervision, labor, materials, tools, test
equipment necessary for the Miami Trails Sanitary Sewer project which includes the
installation of approximately 3,300 LF of 12-inch gravity sewers, 17 precast manholes,
service connections to approximately 50 residential units, 1,100 LF of 6” sanitary lateral
pipe, and demolition of one existing pump stations (PS).
This project consists of the renovation of the existing approximately 18,000 GSF Student Center. The existing space will be converted into updated restrooms, classroom, offices, commercial kitchen, dining room and other support spaces. A new elevator will be installed inside the existing building along with a new outdoor elevated patio and new openings in the exterior wall. Base bid will include new rooftop mechanical units and associated roof patching. An add-alternate will be for the complete re-roof of the building. Site work will include a new outdoor mechanical yard, paving, and other site improvements. The building will receive all new mechanical and electrical systems throughout. Fire sprinklers will be installed and plumbing revisions as necessary to support the new spaces.
Estimated Length of Project:
(Substantial Completion) + 75 Calendar Days (Final Completion)
The proposed project (approximately 0.1 acres, the primary waste area is approximately 40.8 acres, though only a small fraction will be used) consists primarily of installing a 36″ pipe to transmit surface water from the hillside behind the Baker residence to the nearby creek. The project area is centrally located at N 37 26′ 56.22″, W 82 28′ 44.77″. The site address is 3829 Chloe Road and is located on KY-1460 in Pikeville, KY 41501. The primary waste area, previously used on the Henry Hatcher AML reclamation project, is located approximately 9.6 miles from the project site at N 37 25′ 38.57″, W 82 32′ 10.32″.
Reclamation work consists of constructing a concrete headwall at the foot of the hillside and installing a 36″ HDPE pipe from that headwall to a dropbox by Chloe Road. A 36″ DWPP pipe will then connect to the dropbox and take the water under the road and outlet into the creek. A 6’x6’x15″ reinforced concrete headwall will be constructed at the DWPP outlet to bridge the existing rail steel. Other concrete dropboxes will be constructed along the pipe as portrayed on the plans and directed by the ENGINEER. Existing water and gas lines (held by Mountain Water and Utilities Management Group, respectively) are currently in the path of the proposed pipe and will have to be lowered before work can commence. Additional subdrain will be installed to direct water away from the backyard of the Baker residence and into the new pipe.
During the time when the pipe is being installed under Chloe Road, that section of road will be shut down to traffic. Public notification of this closure will be given at least two weeks in advance including message boards, radio, and newspaper notification. Hay bales/silt fence will be used for sediment and erosion control
Jessamine County Schools – Chiller Replacement at East Jessamine High & West Jessamine Middle Schools
Jessamine County Schools – Chiller Replacement at East Jessamine High & West Jessamine Middle Schools
The Jessamine County Board of Education will receive sealed bids for the Chiller Replacement at East Jessamine High School and West
Jessamine Middle School project.
The construction budget for this project is $240,000.00
